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Plans (60) -�® /1'1,57� 1( —001gs- 1111 6e&f Sw 4/4 MiTek® MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245.9525 Re: B1600707 Wilshire Homes-3453 Cokeley The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K1781287 thru K1781367 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. PROF6- / 4GINE \9 89782PE `sr OREGON k, 9799'I RV 16 .AQP °AUL R\ .470L44',W1.1.20.3.6. • Rivera,Mark March 4,2016 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. NM Mit MiTek8 MiTek USA, Inc. 250 Klug Cirde Corona,CA 92880 951-245-9525 Re: B1600707 Wilshire Homes-3453 Cokeley The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K1781287 thru K1781367 My license renewal date for the state of Washington is December 20,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. ?AUL Alt" 4,95:1WASftv'4't, y l �1 . ago r ado 4' 51976_, <ya 4, krsTEK" ' ��4 „if -doov March 4,2016 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. I 1 IJob Truss — Truss Type — - Qty Ply Wilshire Homes-3453 Cokeley B1600707 A01 California Girder 1 � T K1781287 ProBuild Beaverton Truss, Beaverton,oR 97007 2 I Job Reference(optional)In 11 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 07:59:56 2016 Page 1 -0fN0__ 4-6-2 _44-0 7 _ _91-_ I 146-12---_-+ ID:MEIa11vw918VM7RnY5DSkwzeas3-R7iXEF1 EXgwa21Bh9pX5d8N62X000XEPHpNOLIzeL.H 0-9-10 4-6-2 0-21-1 4$13 505 -25-1t-4_ 3n.ea 5-8-4 5-8-4 + 4-5.4 ---1 34-1-8 i_ _ -3-0 ---.40 _4 $10 4-3-0 4-3-0 0-9-10 Scale=1:78.3 5x6= 10 5x12 MT18H�i 3x4= k+ 10.00�12 3 4x6= 3x4 - 3x4 = 5x8 We= 5x8= 5 6- 8 9lhhi 2x4 O moi' 'I\�ls� 11 7, Ari- ..,INLy%iii.,g. e12iNi, q 0 �(44M, .,. .ini d 27 28 BE7 jummommomm. 12 v 4x8 ii 21 20 19 29• 16 1 *6 13g 18 17 15 14 4x8 5x12 MT18H= 4x6= 4x4= 4x4= 4x6= 4x4= 5x8 -4x6 MT18H= I 4'6"2 I 9-6-7 I 14-6-12 I 20-3-0 I 25.11 304-8 Plate sets -5,0-1-151(3:0.1-11.0-2-8],[4:0-2-12.0.2-0i I7 0 4-0 Fdael to•0 0 I I 34-6-0 I 43 an LOADING(psf) 4]L10:a3-0.0 1-12j,r14:a212 0 21 r20:¢2 _ TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid — — — (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) 0.54 17-18 >948 240 PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -1.05 17-18 >485 180 MT18 220/195 BCLL 0.0+ Rep Stress Incr NO WB 0.84 MT18H 220/195 : . I r Code IBC2012/TPI2007 Horz(TL) 0.20 12 Na Na (Matrix) LUMBER- Weight:501 lb FT=10% TOP CHORD 2x4 DF No.18Btr G BRACING- BOT CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except WEBS 2x4 DF Std G*Except* 2-0-0 oc purlins(3-8-5 max.):3-9. W7:2x4 DF No.18Btr G BOT CHORD Rigid ceiling directly applied or 7-2-9 0 OTHERS 2x4 DF No.18Btr G ��G� r n OAFS REACTIONS. (lb/size) 2=3723/0-5-8,12=3053/0-5-8 ���CJ 1:18N:pk,E, c1'/aMax Horz 2=223(LC 6) 2Max Uplift2=1654(LC 8),12=1221(LC 9) r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5468/2456,3-4=4021/1912,4-5=10147/4961,5-22=-11367/5674, 22-23=11367/5674,6-23=-11367/5674,6-24=-10497/5025,24-25=-10497/5025, 7-25=-10497/5025,7-26=-10497/5025,8-26=10497/5025,8-9=-8376/3833, OREGON �� 9-10=-4091/1797,10 11=4134/1833,11-12=-4317/1819 BOT CHORD 2-27=1918/4142,27-28=-1918/4142,21-28=1918/4142,20-21=-3500/7292, 9R.4- PAUL '9RY 1 ��,Q� 19-20=-4920/10147,18-19=-4920/10147,18-29=5633/11367,17-29=5633/11367, 16-17=-4984/10497,15-16=-4984/10497,14-15=3754/8304,12-14=1296/3183 pq U L �` WEBS 3-21=-1157/2992,5-20=1376/1008,8-17=545/1353,8-15=2839/1601,9-15=-982/1820, 9-14=-6935/3334,10-14=2171/4865,11-14=200/255,4-21=4053/2024, 4-20=-1809/3580,6-17=1181/858,5-18=-944/1555,6-18=-362/649 EXPIRES: 12/31/2016 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 0-7-0 oc. !AUL RI Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply O 1j,`+�- connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. F w� ► N'9 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS --- ' t Q�O (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. Ali 444'51976 444'7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O'{�{ 1'�K$7$Rs " 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S fit between the bottom chord and any other members. `rI�IVAL Continued on page 2 March 4,2016 A WARNING-Verify design parameters and READ NOTES ON TII8 AND INCLUDED AVER REFERENCE PAGEAUI.7473 rev.fa'DY201S BEFORE USE. Design valid for use only with MTek®connectors.This design is �� a truss system.Before use,the building designer must v d6 the based only uponf sign parametersarars ersa d p Is for an orporate this building co binding design.Bracing indicated is to n9ap individual truss of design andsproperly incorporate mporma not * prevent bucld of truss web and/or chord members only.Additional temporary design into the overall is always required for stability and to prevent collapse with possible personal injury andantre and permanent bracing fabrication_storage.delivery,erection and bracing of trusses and truss systems,see property damage.For general guidance regarding the M�Tekl •� - -.-- _.._„w_ ANSI{rPll QuaMAly Criteria,DSS-S9 and SCSI Building Component _.•.�.- �,”.,,__•�__. ..._",., ._..__.,-- 250 pug Circle Job -- — Truss --- __ — Truss Type — Qty Ply Wilshire Homes-3453 Cokeley — 81600707 A01 California Girder K1781287 1 ProBuikl Beaverton Truss, Beaverton,oR 97007 2 Job Reference(optional) 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 07:59:57 2016 Page 2 NOTES- ID:MElallvw918VM?Rny5DSkwzeas3-vJGvSalsl_2Rfvm1jW2KALwGoxMjD_U2WT6atJzeLiG 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1654 lb uplift at joint 2 and 1221 lb uplift at joint 12. 12)Girder carries tie-in span(s):43-0-0 from 0-1-0 to 43-0-0;6-0-0 from 6-0-0 to 25-0-0;6-0-0 from 16-0-0 to 25-0-0 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)274 lb down and 334 lb up at 4-7-15,222 lb down and 230 lb up at 14-6-12 224 lb down and 236 lb up at 16-0-12,224 lb down and 236 lb up at 18-0-12,224 lb down and 236 lb up at 20-0-12,224 lb down and 236 lb up at 21-5-8,224 lb down and 236 lb up at 22-11-4,and 224 lb down and 236 lb up at 24-11-4,and 158 lb down and 129 lb up at 25-11-4 on top chord,and 460 lb down and 134 lb up at 14-6-12,460 lb down and 134 lb up at 25-11-4,and 73 lb down at 2-0-12,and 450 lb down and 80 lb up at 3-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-9=-64,9-10--64,10-13=-64,2-19=20,19-29=94(F=74),12-29=20 Concentrated Loads(lb) Vert:3=-147 5=-117 20=-460(F)8=-25 17=-460(F)6=-117 22=-117 23=117 24=117 25=-117 26=-117 27=-37(F)28=-450(F) t A WARNING-Way design peremetere and READ NOTES ON THIS AND INCLUDED MITEK Design valid for use only with M7ek®connectors.This design is based only upon REFERENCE PAGE disfor an 73 rev,individualag12pf3 BEFORE USE. 2- •a truss system.Before use,the building designer must v porn para etewn d p o for poralthisding gnmpothe o not building design.Bracing indicated is to applicability of design parameters and properly incorporate this design into the overall is always required for stabilityprevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the MGT®k° fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(TP11 Quality Criteria.DSs-e9 and SCSI Building Component it250 Klug Circle T V -_--_ _ -- _-_.--__- Job Truss— Truss Type - ---- ----- Qty Ply VVilshire Homes-3453 Cokeley — — 8 11600707 A02 CALIFORNIA 1(1781288 1 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 07:59:58 2016 Page 1 6-0-3 -_ ID:MEIa11vw918VM7RnY5DSkwzeas3-NWgHfN2U31AIH2K3HEZZIZTSQLknySpik7s7PlzeLiF -Orlik10-_--- .. 14$r}.--- 23-3-1 0-9-10 6-0-3 0-3-10 ----- 8-4-7 ----- I---- 31-8-10 --- _.-2-6-5_--._38-9-0 43-0-0 43r9-10 8-6-13 8-8-10 2-6-5 4-3-0 4-3-0 0-9-10 Scale=1:78.3 5x6 I I 7x14 MT18H\\ 6x6= 8 4x4= 4x8= 6x6= 'S 10.00 12 ei as rs:, =,4 e m ,-. 6 7 \ — --19 r: 21 22 235 2 iw 5 26v. --MI 6E1 Sil WI r Zx4 14 9 27 V0 2 y a1 1 /'� V s Ib1 ry 10 5x6= 18 17 16 14 ?• 1 d 15 13 12 2x4 II 5x12 MT18H= 5x12 MT18H= 4x6- 3x4= 3x6= 5x8= 4x6= 6-0-3 _ 23-3-1 6.0-3 I 18.8-2 4-8-4 { 8-6-13 I 31-1-18-8-10 { 3--5 I — 4.6-0 date Offsets(X Yl- [2:0-0-2,Edge].[3:0-3-8.0-2-8].[6:0-3-0.0-4-4).[10:0.6-0.0-0-41.[12:0-4-0.0.2-01.[17:0-2-4.0-1-12jz�5 { LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.42 1DEFL. in 8 17 >999 240 MT2O S GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.89 13-15 >573 180 220/195 BCLL 0.0* Rep Stress Ina YES WB 0.77 Horz(TL) 0.24 10 n/a Na MT18H 220/195 BCDL 10.0 LUMBER- Code IBC2012/TPI2007 (Matrix) Weight 238 lb FT=10% TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- 12,13:2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-0-7 max.):3:7. WEBS 2x4 DF Std G'`Except* BOT CHORD Rigid ceiling directly applied or 2-15 W2,W6:2x4 DF No.1&Btr G WEBS 1 Row at midpt 3-17 �>_ks� 'R OF�cs, MiTek recommends that Stab' , ,A•1-.01770111'..-:' - ,.0 be installed during truss e., •.« • -.., •ance with S i'.it 2 REACTIONS. (lb/size) 2=2214/0-5-8,10=2117/0-5-8 Installation guide. Max Horz2=22(LC 28) Q 89782PE 9r Max Uplift2=-1005(LC 10),10=-806(LC 11) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3128/1433,3-19=-4382/2325,4-19=482/2325,4-20=-4881/2632, 20-21=-4881/2632 21-2=-4881/2632 22-23=-4881/2632 5-23=-4881/2632, 9if,OREGON Ooh 5-24=-4881/2632,6-24=-4881/2632 6-25=3479/1695,25-26=-3478/1695, 9i9 G'9RY 1 2��� BOT CHORD 2-18=-1093/2298,17--18=-1095/2293,16-17=-2212/438Z 0/1291,8-9=-2682/1257, 8 15-16=-22612!482, 2856!1243 �°A U L ¢�� 14-15=-2480/4881,13-14=-2480/4881,12-13=-1493/3451,10-12=-815/2089 WEBS 3-18=0/320,3-17=-1381/2423,4-17=-1057/803,4-15=-403/612,6-15=-132/355, 6-13=1714/1182,7-13=-535/964,7-12=-3257/1648,8-12=-1508/3116,9-12=-292/265 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 10-5-9,Interior(1)10-5-9 to 31-11-11,Exterior(2)31-11-11 to 34-6-0, Interior(1)38-10-7 to 39-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • PAUL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. C� 5)All plates are MT20 plates unless otherwise indicated. �~ "s O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` � 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4 fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 7''0 .P 51976 C{t� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1005 lb uplift at joint 2 and 806 lb uplift at 'f' AGIS�R p's � joint 10. 10) Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. I�NALG conti)nueo 1page�representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE( Design valid for use only with MiTek®connectors.This design is based onlyuponFADE or in rev.ua'BYla1 n BEFOREet a truss system.Before use,the building designer must verify the applicabipamarars ewn and b er an corpo at the component, 9 building design.Bracing indicated is to N designparameters and properly Inc ar not Is alwaysprevent bucking of individual truss web and/or chord members only.Additional temporary and to the overall required for stability and to prevent collapse with possible personal injury and property damage.For P ry permanent bracing M Tek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 9 general guidance KM regarding the • �, .__..:..._ .,,__ ANSI(rPl1 Quo18y CrBarla,DMI-89 and BCSI Building Component 250 Klug Circle r 1 Job Truss __ — — _ — — Truss Type - --— Qty Ply Wilshire Homes-3453 Cokeley —— — B1600707 A02 CALIFORNIA 1 1 K1781288 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 07:59:58 2016 Page 2 NOTES- ID:MEla1Mv918VM?RnYSDS1p zeas3-NWgHfw2U31AIH2K3HEZZiZTSOLknySpik7s7PlzeLiF 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)172 lb down and 256 lb up at 6-1-15,182 lb down and 221 lb up at 14-6-12 182 lb down and 221 lb up at 16-0-12,182 lb down and 221 lb up at 18-0-12,182 lb down and 221 lb up at 20-0-12,182 lb down and 221 lb up at 21-5-8,182 lb down and 221 lb up at 22-11-4,and 182 lb down and 221 lb up at 24-11-4,and 187 lb down and 229 lb up at 25-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-7=-64,7-8=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:3=-105 4=64 20=-64 21=-64 22=-64 23=-64 24=-64 25=-64 26=-73 A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1411-7473 rev.10MY2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based onlyupon a truss system.Before use,the building designer must verifythea design parametersarars ewand p for an corpo atthis building design.Bracing indicated is to applicability of properlyincbuilding component,not prevent buckling of individual truss web and/or chord members only.Additional tearygand permanentto the b Is always required for stability and to prevent collapse with possible personal injury and temporary bracing Mak' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see property damage.For general guidance regarding the ..__._.._ ANSt(RI1 Quagy Criteria,DSI-S9 and ICS1 Bonding Component 250 Klug Circle _ r T Job Truss Truss Type Qty Ply _ - Wilshire Homes-3453 Cokeley — — B1800707 A03 California 1 1 K1781289 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 07:59:59 2018 Page 1 ID:MEIa 11vw918VM7RnY5DSkwzeas3-riOftG36pbJ9vCvGgx4oFm?eVkBxhuwrzmbhxCzeLIE -01:9-'40-. 6.0-3 +711.-0-+--. 14-8-4 -----i 23-3-1 --.---+-- 31-11-11 _34$0.. _38_$-0___ 43-0-0 4 0 0-9-10 6-0-3 1-10-14 6-9-4 8-6-13 8-8-10 2-6-5 4-3-0 t 4-3-0 0.9-10 Scale=1:78.3 5x6= 2x4 I I 6 4x4 = 11 5x8\\ 4 A 4x4= 4x8= 6x6— 7,.i 10.00 12 3 Y 7 7/11 ASsa an ea en as _�sa 9er rsn rsn -- --- 8 r 22 r 212 ' 23 0 N 1 1: V., z 1 at i ; t} ire 13 �,ay 4x8= 21 20 19 17 ` 1 a 18 16 15 4x6= 2x4 II 5x8 WB_ 3x4= 5x12 MT18H= 3x4— 5x8= 3x8 = )-- �3 I -- I 23-3-1 I 31-11-11 --I- 43-0-0 I Plate Offsets(X,Y)— 12:0-6-0.0-0-4].[3:0-3-4.0-1-4].111:0 -6- 00 8-8-2 6x13 s 11-0-5 LOADING(psf) Q0 ) 115:0 40.0 24],120:0 2-12.0.0-1 1 8] TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.28 18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.77 16-18 >666 180 MT18H 220/195 BCLL 0.0 * Rep Stress Inc- YES WB 0.78 Horz(TL) 0.20 13 n/a n/a BCDL 10.0 Code IBC2012TP12007 (Matrix) Weight:244 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins,except T3,T2:2x6 DF No.2 2-0-0 oc purlins(3-8-8 max.):3-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-5-15 WEBS 2x4 DF Std G'Except' WEBS 1 Row at midpt 9-16,1 t '�`��R OF W2,W6:2x4 DF No.1&Btr G pemrFs OTHERS 2x4 DF No.1&Btr G*Except" be ekins recommends that Stab' _ .:..�. '!!!`>,.•••ST1:2x4 DF Std G be installed during truss e=� •••u .•• r once with S t'.iii 2 Installation guide. Q 89782PE 9" REACTIONS. (lb/size) 2=1878/0-5-8,13=1858/0-5-8 Max Horz 2=250(LC 7) Max Uplift2=-520(LC 10),13=-409(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. A v9 OREGON '•40 % TOP CHORD 2-3=-2617/691,3-5=-3526/1110,5-22=3526/1110,7-22=3526/1110,7-8=-3894/1161, ry 1 O 8-9=3894/1161,9-10=-2903/789,10-11=-2236/652,11-12=2293/631,12-23=2340/642, "99 �qqy iy 2`Q� 13-23=-2473/623 1` \JV BOT CHORD 2-21=-610/1919,20-21=-612/1914,19-20=-1012/3526,18-19=-1012/3526, 1 PA(f L 17-18=1064/3894,16-17=-1064/3894,15-16=-687/2882,13-15=-401/1808 WEBS 3-20=584/1870,7-20=-775/398,7-18=142/426,3-21=0/318,9-16=-1149/431, 10-16=-152/677,10-15=2677/806,11-15=-718/2618 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 11-11-5,Interior(1)11-11-5 to 31-11-11,Exterior(2)31-11-11 to 34-6-0, Interior(1)38-10-7 to 39-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,114%: �non-concurrent with other live loads.4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4•'/ fit between the bottom chord and any other members. 4 8)A plate rating reduction of 20%has been applied for the green lumber members. �'1� 51976 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 520 lb uplift at joint 2 and 409 lb uplift at O�� ��GISTER�. joint 13. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. sSjONALG 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom Continued on page 2 chord. March 4,2016 ( A WARNING..Verity design parameters and READ NOTES ON THIS AND INCLUDED M?E/(REFERENCE PAGEMII.7473 rev.1003+2015 BEFORE USE. t Design valid for use only with MOel&connectors.This design is based only upon parameters shown,and is for an individual buildingco a truss system.Before use,the building designer must verily the applicability of design parameters and component,not building design.Bracing indicated is to popery incorporate this design into the overall Is alwaysprevent buckling of Individual truss web and/or chord members only. xnal temporary and permanent bracing MiTek' 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/Mil Cleanly Criteria,D51.89 and SCSI Building Component .1..� ._.._ �_R „ ... ...". •� .. �,., .__ 250 qug Circle I r t Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81600707 A03 California 1 1 K1781289 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.840 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:00 2016 Page 2 ID:MEIa 1 Ivw918VM?RnYSDSkwzeas3-Juy24c41avR?XMUSOfb1 n_YpEBSAQLA?CQLEUezeLiD t ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGEADI-7173 rev.1W032015 BEFORE USE. .... NI Design void for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M 7ekm fabrication,storage,delivery,erection and bracing of trusses and tans systems,see ANSI 11 Quality Cr ter a,DSB-89 and BCSI Building Component 250 Klug ctde . I Job Truss Truss Type — Qty Ply Wilshire Homes-3453 Cokeley — 81600707 A04 CALIFORNIA 1 1 K1781290 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:01 2016 Page 1 ID:MEla1 Ivw918VM?RnYSDSkwzeas3o5 WQIy5NLDZs8 W3eyM6GKB5zCYoR9nx8Q44n04zeLIC Or.. 0_ 4-7-1 �— 9-2_9 17-5.5 25-6-11 - —_+ 33-5-12 33A-7 38-4-15_—.+ 43-0-0 0 0-9-10 4-7-1 4-7.8 0 7-11-1 ---- +------- _----- 8-1-7 7-11-1 0-3-'10 4-7-8 4-7-1 &g-1 Scale=1:78.3 6x8 — 6x6 =4x8= 4x4= 41 ,,,,,.51920 5 21„6 2 23 X24 2574 27 8 5x6\ Z0.00 2x4"i 2 \a _ _____ ;1/.; 5x8= 17 28 16 15 29 14 13 30 :� 11 12 _ 354= 4x8— —5x8= 5x6_ 3x4-- 3x8=- 4x6= H 9-2-9 I 17-5-5 I 25-6-11 33-9-7 9-2-9 8-2-12 8-1-7 — i 8-2-12 i 43-0-0 — I ma0late Offsets(X.Y)- 12:0-0-2.Edgej.[4:0-4.0 1-5] [5.0-�00-4 ] [10:0-=2 Edon[12:0-2-8 0 1-87 s..-s LOADING(psf) --- TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.22 12-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.52 14-15 >984 180 BCLL 0.0* Rep Stress Incr YES WB 0.87 Horz(TL) 0.20 10 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:250 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G'Except' TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(3-8-8 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-0-9. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-15,5- �Qx-�� PROFFu W3,W5:2x4 DF No.1&Btr G -( �_ MiTek recommends that Stab'•_ a.. `-y/,h„ be installed during truss e.• ... • :.... .ance with S e'•it 2 REACTIONS. (lb/size) 2=2446/0-5-8,10=2277/0-5-8 Installation guide. 89782PE yC-* Max Horz 2=237(LC 27) Max Uplift2=-1076(LC 10),10=-940(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=3347/1611,3-4=-3171/1610,4-18=-3472/2038,18-19=-3472/2038, 9,t,OREGON N. �, 38, 038, 6 220-3371/19406,22-23=-3371/1946,23-24=-3371/1946,371/1946,6-21=-3371/1946, 99 G'4RY 1$ 09,Q 7-25=-3371/1946,7-26=-2178/1172,26-27=2178/1172,8-27=-2178/1172, �� 8-9=-2915/1426,9-10=-3094/1430 /°q(�L R BOT CHORD 2-17=-1200/2458,17-28=-1128/2402,16-28=1128/2402,15-16=-1128/2402, 15-29=-1778/3472,14-29=1778/3472,13-14=-1637/3371,13-30=-1637/3371, 12-30=1637/3371,10-12=-937/2270 EXPIRES: 12/31/2016 WEBS 3-17=-353/316,4-17=-92/432,4-15=1045/1627,5-15=-857/815,7-14=40/421, 7-12=-1719/1131,8-12=710/1392,9-12=-327/303 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 15-5-5,Interior(1)15-5-5 to 27-6-11,Exterior(2)27-6-11 to 33-7-10 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 O�WA,gy,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 'W 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on)Vasd=111A' .!-,:—: ��O non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �,F . 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 Al +'4� fit between the bottom chord and any other members,with BCDL=10.Opsf. 794,„ + ,� 51976Akr 7)A plate rating reduction of 20%has been applied for the green lumber members. fir{ /JS'j '.. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1076 lb uplift at joint 2 and 940 lb uplift at �-p CF joint 10. 4310NAL'0 9) Semi-rigid pitchbreaks with fixed heels”Member end fixity model was used in the analysis and design of this truss. 10)Grahical Durk representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. continuedon page 2 March 4,2016 f, A A WARNING..Wi ,devgn parameters end READ NOTES ON 77115 AND INCLUDED Mr7EK REFERENCE PAGE MN-7473 rev.10/93/2015 BEFORE USE. ...... r Design valid for use only with MTek'S 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSitlea Cleanly Cr tecta,058.89 and BCSI Building Component .�_�.,�_—„-' -.. :,_"_..__._.__.._.___....,_.,.,,. __•..__.•..�_.,,,, 250 Klug Circle u , Job Truss ---------Truss Type ----------- -- --- --- -- --------- Qty Ply Wilshire Homes-3453 Cokeley B1600707 A04 CALIFORNIA K1781290 1 1 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:01 2016 Page 2 NOTES- ID:MEIa11vw918VM7RnY5DSkwzeas3o5wOly5NLDZs8W3eyM6GKB5zCYoR9nx8Q44n04zeLiC 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)273 lb down and 281 lb up at 9-4-6,201 lb down and 246 lb up at 14-6-12, 199 lb down and 246 lb up at 16-0-12,199 lb down and 246 lb up at 18-0-12,199 lb down and 246 lb up at 20-0-12,199 lb down and 246 lb up at 21-5-8,199 lb down and 246 lb up at 22-11-4,199 lb down and 246 lb up at 24-11-4,and 199 lb down and 246 lb up at 25-11-4,and 141 lb down and 146 lb up at 33-7-10 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Veil:1-4=-64,4-8=-64,8-11=-64,2-10=-20 Concentrated Loads(lb) Vert:4=-273 8=-36(F)18=-89 20=-89 21=-89 22=-89 23=-89 24=-89 25=-89 26=-88 A WARNING-Verify design parameters and READ NOTES ON TINS AND INCLUDED MITEK valid for use only with MiTek®connectors.This design is based onlyuponn,PAGE oan in ivi talpbuil do BEFORE USE a- Design a truss system.Before use,the building designer must verify of d sign paras eters ew and dandis foreon Inindividual thilding component,thenot building design.Bracing indicated is to prevent buddinf Individualaltruss web and/or chord membeproperly only dAdditional temporarymago into the overall is always required for stability and to prevent collapse with possible personal injury and property damage. n and ng themanenT bracing MTek" fabrication_storage_delivery,erection and bracing of trusses and truss systems,see ANSI IT(true For general guidance recording J -'' ••. �, ., ...._,,., .,_..__ ...,,,,;m;Crtteda,DS8.89 and SCSI Bonding Component 250 Klug Circle Job Truss Truss Type — —Qty Ply ply Wilshire Homes-3453 Cokeley B1600707 A05 California 1 1 K1781291 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 B Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:02 2016 Page 1 ��p ID:MEia 1 Ivw918VM?RnV5DSkwzeas3-GH3oV1576 WhjmgerW4evtpdCuyA3uHsltkgLYXzeLiB r- ---_4-7-1 - _-F- 9-2-9 111-1-7_i__ - 77-5.525-6-11 31-10-9 133-9Lf 38-415 - -- 43-0-0 431-9-10 0-9-10 4-7-1 4-7-8 1-10-14 6-3-14 ---. --- 8-1-7 6-3-14 1-10-14 4-7-8 + 4-7-1 9.10 Scale=1:77.9 2x4 11 5 7 12 2x4 II 5x8\\ 11 4x4=4x8 = 4x4= 13 4 � 10 I 5x8\� 10.00 11Zill< - •-• % 29 29 9 2x4 2x4 i 24 15 0 30 d; 1. 2 yv1 d /!t. --- _—m-� ll1* 16 .r. 4x6 = 23 31 22 21 32 20 19 33 � d 3x4= 3x6= _ t8 4x6= 3x4=4x6 3x8= 3x6= 9-2-9 I--- 9-2-9 -- &2-5122 1 8-1-71 i 8-2-1 1 4-2-90 1 Plate Offsets(X.Y)- [2:0-6-0.0-0-4].[16:0-6-0.0-0-4] 82 9 2-9 LOADING(psf) — TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.18 18-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(TL) -0.43 20-21 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.70 Horz(TL) 0.16 16 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:259 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btu G'ExcepY BRACING- T2,T3:2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins,except BOT CHORD 2x4 DF No.1&Btu G 2-0-0 oc purlins(4-6-12 max.):4-14. WEBS 2x4 DF Std &Btr G t' BOT CHORD Rigid ceiling directly applied or 8-8-5. WEBS 1 Row at midpt 8-20,1 n 0*II.P R OFFS W3,W5:2x4 DF No.1&Btr G 1 OTHERS 2x4 DF Std G MiTek recommends that Stab'._ ,:.,"""4:10.1-117.',"",: ,. . be installed during truss er- I...i, :••-dance with S t ili AP?j REACTIONS. (lb/size) 2=1893/0-5-8,16=1909/0-5-8 Installation guide. 89782PE r Max Horz 2=285(LC 9) Max Uplift2=322(LC 10),16=-352(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-2515/651,3-24=-2370/672,3-25=2333/643,4-25=-2157/666,4-6=2506/856, s9y �'� OREGON 4.0 6-26=2506/856,8-26=-2506/856,8-9=2516/859,9-10=-2516/859,10-27=1760/660, 4/ , Q 27-28=1760/660,11-28=-1760/660,11-14=1760/660,14-29=-2183/672, - 'CRY 15 �' 15.29=2358/649,15-30=-2395/679,16-30=2539/658 it V BOT CHORD 2-23=502/1837,23-31=-436/1752,22-31=-436/1752,21-22=-436/1752,21-32=-593/2506, /°A U�- �`a 20-32=593/2506,19-20=-524/2516,19-33=524/2516,18-33=-524/2516, 16-18=-376/1854 WEBS 4-21=417/1042,8-21=-557/382,4-23=-36/384,10-20=-20/364,14-18=-196/988, EXPIRES: 12/31/2016 10-18=1083/419 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 3-6-0,Interior(1)3-6-0 to 5-0-7,Exterior(2)5-0-7 to 11-1-7,Interior(1)16-11-2 to 26-0-14,Exterior(2)31-10-9 to 43-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions PAUL -t4 y shown;Lumber Pf=25. plate grip DOL=1.60 `I w�''�I'�� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �� ,r'eti •.'CJO non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. • i�((( ` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,O 4 fit between the bottom chord and any other members,with BCDL=10.0psf. r 51976 7)A plate rating reduction of 20%has been applied for the green lumber members. p �'CIST �pw 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 322 lb uplift at joint 2 and 352 lb uplift atEtt joint 16. SSIONAL- 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Cof11ued raphon I puir�representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. gage March 4,2016 A WARNING-Verify design parameter,and READ NOTES ON THIS ANOWCLUDED MITER REFERENCE PAGE M11.7473 rev.10A73/2015 BEFORE USE. ra! 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 , building design.Bracingindicated is toincorporate this designyinto the overall prevententcollapse bucklingwith of individual personal bUss web injuryaand chordopmembersamg only. genAdderal ud an a and permanent bracing Is always required for stability and to prevent possible and property damage.For general guidance regarding the Mitek' fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI fell quality Criteria,DSa-89 and SCSI Building Component .___._....,._._,__....._ ,_ 250 Klug Circle ----- -------obJ Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 A05 K1781291 California 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:02 2016 Page 2 NOTES- ID:MEIa 11wv918VM?RnYSDSkwzeas3-GH3oVl5?6 W hjmgerW4eVIPdCuyA3uHsltkoLYXzeUiB 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)147 lb down and 176 lb up at 31-9-10 on top chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4e64,4.5=64,5-7=-114,6-28=-64,11-28=-114,12-13=114,13-14=-64,14-17=-64,2-16=20 Concentrated Loads(Ib) Vert 28=17(F) k r A WARNING-Vivify design paemNIers and READ NOTES ON THIS AND INCLUDED'GYM REFERENCE PAGEMII-7473 we.114tW2015 BEFORE USE. Design valid for use only with MTek®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 oppfcablity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent 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 A,Nst(fpn Quality Criteria DSB•89 and BCSI Bultdkrg Component 250 Mug Cirde Job Truss Truss Type Qty Pry Wilshire Homes-3453 Cokeley - 01600707 A06 K1781292 California 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:03 2016 Page 1 ID:MEIa 11vw918VM?RnYSDSkwzeas3-kTdAie6dtgpaOgD13n9kPcALiMTJdIQRuOZu4zzeLiA -0l$ _-4241-._. I 9-2-8 — 111-1-7 i_ 15-6-1 I 21-10-1 1 28-2-1 _ I.31-0-0. 37-0-0 i 43.0-0 41-910 0-9-10 4-7-0 4-7-8 1-10-14 4-4-10 6-4-0 6-4-0 2-9-15 6-0-0 6-0-0 0-9-10 5x8 i Scale=1:80.6 2x4 II 11 i7 8x8= ii 5x6 5i: I 44x4 = 4x4 = 10.00 12 \I :: 1 24 /f/ \111 2x4 // 166 II 12 ik 25 2 �1 16 ro 13 0 4x6= 20 26 19 27 18 28 29 17 16 30 31 15 4x8= o 3x8= 4x6= 3x4 = 3x4 = 8x8= 4x8 = I 9-2-8 I 18-8-1 I 28-2-1 — 35.0-0 193342 - 9-29-6-0 869.15 8-0-0 Plate Offsets(X,Y (2:as-o.o 0-4 --I] [1o•a4-0 ] [1 Edag6.0-1-150-1-6] _ TCLL LOADING(psf)5.0 P525 0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.27 18-20 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(TL) -0.71 16-18 >719 180 BCLL 0.0' Rep Stress Incr YES WB 0.62 Horz(TL) 0.15 13 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:263 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G'Except' TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(4-10-9 max.):4-10. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-2-12• • c WEBS 2x4 DF Std G'Except* WEBS 1 Row at midpt 8-20,9- - R oCS W7,W8:2x4 DF Na.188tr G MiTek recommends that Stab'r= - OTHERS 2x4 DF Std G be installed during truss e.,,..• r -••• .once with S s•' ill REACTIONS. (lb/size) 2=1876/0-5-8,13=1861/0-5-6 Installation guide. 89782PE * Max Holz 2=334(LC 7) Max Uplift2=-488(LC 10),13=373(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v TOP CHORD 2-21=-2493/651,3-21=-2349/663,3-22=-2309/636,4-22=2134/649,4-6=1716/655, -9 OREGON K. 6-23=-1716/655,8-23=-1716/655,8-9=-2493/779,9-10=2279/682,10-11=-3067/982, - ��/ �� 11-24=2201/742,12-24=-2352/716,12-25=-2282/620,13-25-2475/602 9i9 PRY 15 J!`P BOT CHORD 2-20=-659/1821,20-26=-641/2321,19-26=-641/2321,19-27=-641/2321,18-27=-641/2321, PAUL R� 18-28=-644/2523,28-29=-644/2523,17-29=-644/2523,16-17=-644/2523, 16-30=-249/1515,30.31=-249/1515,15-31=249/1515,13-15=-349/1806 WEBS 4-20=-195/1049,8-20=-985/355,8-18=-48/518,9-16=-414/257,10-16=-2178/750, EXPIRES: 12/31/2016 11-16=-875/2844,11-15=-285/584,12-15=-384/368 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat,II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 3-6-0,Interior(1)3-6-0 to 6-9-13,Exterior(2)6-9.13 to 11-1-7,Interior(1) 15-1-12 to 28-2-1,Exterior(2)31-0-0 to 43-9-10 zone;cantilever 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 OF WA S1.14_This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Q "✓�` non-concurrent with other live loads. � ��.,,t JO 4)Provide adequate drainage to prevent water ponding. • - , .r3; x 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EEE 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. •0 �' 7)A plate rating reduction of 20%has been applied for the green lumber members. + 51976 r{, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 488 lb uplift at joint 2 and 373 lb uplift at -9{ 4'GtS'i�1itti0 joint 13. �+ss G 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. IONALt 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. March 4,2016 A WARNING-Verily designPerernsbrs end READ NOTES ON THIS AND INCLUDEDMIMICREFERENCE PAGE Ma-7479 rev.10/03/2BEFORE USE. a- 015 . Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on 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/1P11 Quc0y Warta.055.89 and SCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781293 81600707 A07 CALIFORNIA 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 Mitek Industries,Inc, Fri Mar 04 08:00:04 2016 Page 1 ID:MEIa 11vw9I8VM?RnY5DSkwzeas3-CgBYw_7Fe8xR?zoOdUgzygIW hloVMAHb72JSdPzeLi9 -01910._ 4-7-0._—A__ 9-2-8 9414 15-6-1 .-- -F--_21-10-1 _ 28-2-1 ---.I 31-0-0_4 37-0-0 ___[ 430-0 4 9-10 0-9-10 4-7-0 4-7-8 0.3211 5-11-13 6-4-0 6-4-0 2-9-15 6-0-0 6-0-0 0.9-10 Scale=1:89.3 5x12 MT18H I I 8 5x6 i/ 8x8= ii 4x4= _ (] 4 :0.0o 12 20 21 22 r ,. \\\27 2x4/1 2x4 Q 9 19 3o m 18 E \/ 28 ' An_ ,„. Y1 4x4 t0 5x6= 17 29 16 30 15 31 32 14 13 33 34 12 4x6 = 3x8= 5x8= 3x4= 3x4= _ 8x8 5x8= I _ 9-2.8 I 18-8-1 I _ 28-2-1 I 35-0-0 I 43-0-0 9-2-8 9-5-8 9-6-0 6-9-15 8-0-0 malate Offsets(X.Y)- •t 1 ••= r•r-.:-.r . c I•r .,f ter, 113:0-1_12.0-3-0] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.32 15-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.83 Vert(TL) -0.78 13-15 >652 180 MT18H 220/195 BCLL 0.0• Rep Stress Incr YES WB 0.71 Horz(TL) 0.19 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:259 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No,1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-8 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(4-1-10 max.):4-7. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-5-15 . )R Oren WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-17,6 LI W7,W8:2x4 DF No.1&Btr G Mitek recommends that Stab' : - �.s-- ., be installed during truss er-,,.•. , .... •ance with S '•it 4. REACTIONS. (lb/size) 2=2455/0-5-8,10=2106/0-5-8 Installation guide. 89 82 PE 9f– Max Horz 2=306(LC 9) Max Uplift2=-1061(LC 10),10=-666(LC 11) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. ri TOP CHORD 2-18=-3362/1511,3-18=-3217/1523,3-19=-3187/1497,4-19=-3088/1520, s -514,j1 9 OREGON � Q � 4-20=-2396/1255,20-21=-2396/1255,21-22=-2396/1255,22-23=-2396/1255, -9 y`-/,q RY Jy 71�Q 5-23=2396/1255,5-24=-3210/1583,24-25=-3210/1583,25-26=-3210/1583, R 6-26=-3210/1583,6-7=-2724/1214,7-8=-3628/1659,8-27=-2574/1154,9-27=2709/1124, '� PAUL pk\ 9-28=-2729/1039,10-28=2867/1021 BOT CHORD 2-17=1227/2468,17-29=-1477/3142,16-29=-1477/3142,16-30=-1477/3142, 15-30=1477/3142,15-31=-1351/3198,31-32=-1351/3198,14-32=-1351/3198, EXPIRES: 12/31/2016 13-14=1351/3198,13-33=554/1814,33-34=554/1814,12-34=-554/1814, 10-12=-635/2079 WEBS 3-17=-339/306,4-17=1461/1248,5-17=-1322/701,5-15=-302/740,6-15=-448/427, 6-13=-757/644,7-13=-2494/1139,8-13=-1546/3376,8-12=-285/578,9-12=-388/367 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS • (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 3-6-0,Interior(1)3-6-0 to 5-0-11,Exterior(2)5-0-11 to 9-4-5,Interior(1) OF WA$ 13-7-15 to 28-2-1,Exterior(2)31-0-0 to 43-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for 4 ► reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / f .�,�CLQ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 't 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / - non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. '� 4 5)All plates are MT20 plates unless otherwise indicated. 1Q ,�A 51976 'w 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '- tat 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 vs ST$R G fit between the bottom chord and any other members,with BCDL=10.0psf. `sI0NALE� 8)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 March 4,2016 � I ®WARNING-WW1 design parem•twa end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A014473 rev.10103/2015 BEFORE USE. a Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111 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 properly damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI(1►I1 Quality Criteria,DSB•59 and 5CSI Building Component 250 Klug Clyde Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 A07 CALIFORNIA 1 K1781293 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:04 2016 Page 2 ID:MEta11vw918VM?RnY5DSkwzeas3-CgBYw 7Fe8xR?zoDdUgzygl'WhloVMAHb72JSdPzeLi9 NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1061 lb uplift at joint 2 and 666 lb uplift at joint 10. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 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)285 lb down and 296 lb up at 9-4-5,128 lb down and 124 lb up at 10-0-12, 201 lb down and 246 lb up at 12-0-12,199 lb down and 246 lb up at 14-0-12,199 lb down and 246 lb up at 16-0-12,and 199 lb down and 246 lb up at 18-0-12,and 199 lb down and 246 lb up at 19-1-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,7-8=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:4=-285 20=128 21=-89 23=-89 24=-89 25=-89 26=-89 t I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE 1411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MUM connectors.This design is based only upon parameters shown,and is for an individual building component,not , 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 andpermanent 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(rP11 Quality Cdteda,DSB-69 and BCSI Bonding Component 250 Klug Cirde Job Truss Truss Type — — Qty Ply Wilshire Homes-3453 Cokeley 81600707 A08 California 1 1 K1781294 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:05 2016 Page 1 ID:ME1a11vw918VM?RnY5DSkwzeas3-gsIx7K8tPR3Id7NOBCBCUI FZP99_5dLkLl2?9rzeLi8 -01440_ _6=1 .2 --- 17-114+ 15.5-0 ------+------- 24-11-10 - ------)---. _31.0.0i-- 374g { _4340 43M0 0-9-10 6-0-2 1-10-14 7-6-04-1 6-0-6 6-0-0 6-0-0 0-9-10 5x8 II Scale=1:79.2 9 r5 u 2x4 I I 6 5x10 \\ 4 4x4= 6x6= 20 pp21 10.00 12 3 II 2x4 // N 7 rsa ¢a nor oar w rsa 10 f /: 79 22 0 2 7 v4‘'/S m-'1, 1 11 f.. 16 15 14 23 24 13 4x6= 18 17 4x6= 2x4 II 5x12 MT18H= 3x4 = 3x4 = 3x8 = 7x14 MT18H= I 6-0-22 I159-4-1-00 —1-- 24-11-10 127-0-0 1 35-0-0 I— H Plate Offsets(X.Y)-- [2:0-6-0.0-0-4].[3:0-3-8.0-1-4[8:0-2-12.0-3.01.[14;0-7-0.04] [16:0 5 5 0�0 O1 f17 x-8.0-1-81 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.30 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7,0 Lumber DOL 1.15 BC 0.69 Vert(TL) -0.89 15-17 >573 180 MT18H 220/195 BCLL 0.0• Rep Stress Incr YES WB 0.72 Horz(TL) 0.17 11 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:242 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 12:2x6 DF No.2,T3:2x4 DF 2400F 2.0E 2-0-0 oc purlins(3-1-14 max.):3-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-6-14 WEBS 2x4 DF Std G'Except' WEBS 1 Row at midpt 8_14 g GO 1Y4'R 0pA- W2,W5,W6:2x4 DF No.1&Btr G tL s�" OTHERS 2x4 DF Std G bMe recommends that Stab'. .:. with S l.�. yr,�, be installed during truss e :• ••.I• :--. •since with S 4'•ili ii//2 REACTIONS. (Ib/size) 2=1878/0-5-8,11=1858/x5 8 Installation guide. cr 89782PE r Max Horz 2=334(LC 7) Max Uplift2=-493(LC 10),11=-368(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2620/647,3-5=-3659/1067,5-19=-3659/1067,7-19=-3659/1067,7-8=-3713/962, -9 OREGON ^. Q' 8-20=-3508/969,9-20=-3409/989,9-21=-2203/731,10-21-2354/705,10-22=-2284/608, �'9 2GgRY .16 �� 2� ,' 11-22=2501/590 BOT CHORD 2-18=-633/1921,17-18=-635/1916,16-17=-1026/3659,15-16=-1026/3659, �� PA UL 1�\ 14-15=-897/3709,14-23=-246/1508,23-24=246/1508,13-24=-246/1508, 11-13=340/1807 WEBS 3-17=-474/1982,7-17-744/344,3-18=0/331,7-15=-83/267,8-14=-2922/901, 9-14=-847/3000,9-13=-269/635,10-13=-381/369 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 11-11-5,Interior(1)11-11-5 to 26-8-6,Exterior(2)26-8-6 to 31-0-0,Interior(1) 35-3-10 to 39-6-0 zone;cantilever 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 ��w!.0 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. j ��,`#1 4)Provide adequate drainage to prevent water ponding. •�,/r7 . O 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4,7/ fit between the bottom chord and any other members,with BCDL=10.0psf. ��+ 51976 tq� 8)A plate rating reduction of 20%has been applied for the green lumber members. (ate ��GISTER� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 493 lb uplift at joint 2 and 368 lb uplift at ys CSV joint 11. `1(ONAL 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11 Graphicalurti representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 4,2016 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED BITEK REFERENCE PAGE Me-7474 rev.10/03/2015 BEFORE USE. it Design valid for use only with WW1)connectors.This design is based only upon parameters shown,and h for an individual building component,not " a truss system.Before use,the building designer must verity the apptcabBity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual tuns web and/or chord members only.Additional temporary and permanent bracing M Tek' is always required for stabitty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication_storage.delivery,erection and bracing of trusses and truss systems,see ANSI/r911 Qualifeaks,D5B-B9 and SCSI Building Component .�..� < ... . .... ........ .� .. �.,, .__ y Cr250 King Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781294 81600707 AO8 California 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:05 2016 Page 2 ID:MEIa1Ivw918VM?RnYSDSkwzeas3-gsIx7K8tPR31d7NQBCBCU1 FZP99_5dLkLi2?9rzeLi8 I ...- WARNING-Verify design peramoters and READ NOTES ON THIS AND INCLUDED MIMIC REFERENCE PAGE MII-7473 m.10g3/2e15 BEFORE USE. Design valid for use only with Meek®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 hues systems,see ANSI/ IT qualify Criteria,DEB-119 and SCSI Bonding Component 250 Klug Circle r r Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781295 61600707 A09 CALIFORNIA 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:06 2016 Page 1 ID:MEIe1lvw918VM7RnY5DSkwzeas3-82JJLf8VAIB9FHydviR1 FonNZTxg5otaMoYhlzeLi7 6-3-13 -0/9-10 6-0-2 6-1115 15-5-0 I 24-11-10 1 31.0.0 I 37.0.0 I 43-0-0 4319-10 0-9-1 6-0-2 0-1-'13 9-13 9-6-10 6-0-6 6-0-0 6-0-0 0.9.10 0-1-15 Scale=1:89.3 5x12 MT18H I I 6 7x14 MT18H\\ 5x6= 8x8—Z)1i 2x4/J 10.00�2 3 _�__�._�_—A . _.fl L 7 r , • . / 16 17 18 19 20 't 22 23 ,. 26 m 2 1 �i 5 �,A 8 a 5x6 = 15 14 g 17 13 12 11 27 28 10 4x6= 3x4 2x4 i I 5x12 MT18H= 3x6—4x6= 9x12 MT18H= I 6-0-2 1 15-5-0 1 24-11-10 ?7-0-0 1 35-0-0 I 43.0-0 I 6-0-2 9-4-14 9-6-10 2-0-6 8-0-0 8-0-0 Plate Offsets(X.Y)- [2:0-0-2.Edge].[3:0-3-8.0-2-8j.[4:0-3-0.0-2-12).[8:0-6-0.0-0-4].113:0-5.9.0-0-01.114:0-240-1-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 'L15 IC 0.82 Vert(LL) 0.39 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 TCDL 7.0 Vert(TL) -0.99 12-14 >514 180 MT18H 220/195 BCLL 0.0• Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:238 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins,except T2:2x6 DF No.2,T3:2x4 DF 2400F 2.0E 2-0-0 oc purlins(2-6-11 max.):3-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-6-12• Y gp R o 4 kilts WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-14, Fs W2,W5,W6:2x4 DF No.1&Btr G MiTek recommends that Stab' _ -.' . r. `!��. ,0 be installed during truss er:r i•..I. :... .ante with Sli'•ili 2 Installation guide. 89782 P E REACTIONS. (lb/size) 2=2203/0-5-8,8=2004/0-5-8 Max Horz 2=306(LC 9) Max Uplift2=-1000(LC 10),8=-628(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. v 40 TOP CHORD 2-3=-3116/1439,3-16=-4407/2204,16-17=-4407/2204,17-18=-4407/2204, -9 OREGON ', 18-19=-4407/2204,19-20=-4407/2204,4-20=-4407/2204,4-21=-4262/1823, "' �'(iq 5 `, ¢P 21-22=-4262/1822,22-23=4261/1822,5-23=-4261/1822,5.24=-4008/1711, 9 RY J� 6-24=-3882/1734,6-25=2427/1074,7-25=2561/1045,7-26=-2580/959,8-26=-2718/942 ,-AUL rs BOT CHORD 2-15=-1151/2292,14-15=-1153/2286,13-14=2115/4407,12-13=-2115/4407, 11-12=-1676/4255,11-27=-504/1691,27-28=-504/1691,10-28=-504/1691, 8-10=-576/1966 EXPIRES: 12/31/2016 WEBS 3-15=0/332,3-14=-1145/2411,4-14=-949/668,4-12=-775/1227,5-12=-444/436, 5-11=-3410/1604,6-11=1549/3486,6-10=-266/628,7-10=-374/364 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 10-5-8,Interior(1)10-5-8 to 26-8-6,Exterior(2)26-8-6 to 31-0-0,Interior(1) 35-3-10 to 39-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 eNOV 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1A3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangnon-concurrent with other live loads. -4)Provide adequate drainage to prevent water ponding. ` 5)All plates are MT20 plates unless otherwise indicated. • �"rr 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rd 4 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 'l 51976 y fit between the bottom chord and any other members,with BCDL=10.0psf. `1C � , l'CISTE? P 4 8)A plate rating reduction of 20%has been applied for the green lumber members. �• (j 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1000 lb uplift at joint 2 and 628 lb uplift at IOIVAL joint 8. C10)"Semi-rigid with fixed heels"Member end fixity model was used in the analysis and design of this truss. March 4,2016 Continued o page 1 t A WARNING-Verify design parameters end READ NOTES ON MIS AND INCLUDED SSTEK REFERENCE PAGEM6.7473 rev.10/0.312015 BEFORE USE. Design valid for use only with Werke connectors.This design is based only upon parameters shown,and is for on individual buiding component,not lil . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall bonding design.Bracing indicated is to prevent buckling of individual tuns web and/or chord members only.Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Weida,fabrication_storage_delivery,erection and bracing of trusses and truss systems,see ANSI(rP11 QuoM01y a,055.89 and SCSI Building Component 250 Mug Circle Job Truss Truss Type -- re — - — — Qty Ply Wilshire Homes-3453 Cokeley B1600707 A09 CALIFORNIA 1 1 K1781295 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7,640 5 Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:06 2016 Page 2 NOTES- ID:MEIa11vw918VM?RnYSDSkwzees3 82JJLf8VPJB9FHycMR1 FonNZTxgSotaMoYhlzeLi7 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)186 lb down and 274 lb up at 6-1-15,139 lb down and 156 lb up at 8-0-12, 184 fb down and 221 lb up at 10-0-12,182 lb down and 221 lb up at 12-0-12,182 lb down and 221 lb up at 14-0-12,182 lb down and 221 lb up at 16-0-12,and 182 lb down and 221 lb up at 18-0-12,and 187 lb down and 229 lb up at 19-1-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(ptf) Vert:1-3=-64,3-5=-64,5-6=-64,6-9=-64,2-8=-20 Concentrated Loads(lb) Vert:3=-109 16=0 17=-64 19=-64 20=-64 21=-64 22=-64 23=-73 l A WARNING-Verify design parameters and READ NOTES ON TNS AND INCLUDED MITER REFERENCE PAGE NII-7473 rev.1ON9/2015 BEFORE USE, Design void for use only with Wok.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 oppicabifity of design parameters and property incorporate this design into the overall building design.Bracing Indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M Tek' fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSi/rM1 QuaBly Okada,DSB-89 and SCSI Building Component 250 .,.....�,. Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781296 81600707 MO CALIFORNIA GIRDER 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:07 2016 Page 1 ID:MEIa 11vw9t8VM?RnYSDSkwzeas3-cF1hY?98x3J0sRXoldDgaSL_AzpZ2UL1 p0X6EkzeLi6 4-4-15. 8( -11-9-3 ----1----- 19-1-8 - 23-4-7 - --- 31-0-0 +------37-00 ------f-----43----4k9-10 0.9.1 4.415 0.3-91_-----7-0-9 7-4-5 4-2-15 7-7-9 6-0-0 6-0-0 0-9-1b Scale=1:76.5 5x8 I I 7 2x4// 5x8 \\ 4x6 = 4x4= 6x6_ \IIIIIIIN 8 -i 10.00112 3 4 5 .r ea I. ea Sa I. IX Rn MC ISE79 20 21 22 23 8 ;fr X12 .p 3 e-. 0I Li yr 9 v 4x8�. 24 17 25 26 27 28 16 29 15 30 14 13 12 31 32 11 4 '= 2x4 II 4x8= 5x8 6x6= 4x4 = 12x12 = 4x4= 1 4-4-15 1 11-9-3 I 19-1-8 1 23-4-7 1 27-0-0 1 31-0-0 1 35-0-0 1 43-0-0 -H 4-4-15 7-4-5 7-4-5 4-2-15 3-7-9 4-0-0 4-0-0 8-0-0 Plate Offsets(X.Y)- 0. . 1••s t i - .•r„ • i- i _ TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) Met' L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) 0.38 13-14 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.81 Vert(TL) -0.81 13-14 >630 180 BCLL 0.0• Rep Stress Incr NO WB 0.94 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:534 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except T2:2x6 DF No.2,T3:2x4 OF 2400F 2.0E 2-0-0 oc purlins(5-0-6 max.):3-6. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 8-6-15(4� einemR n WEBS 2x4 OF Std G*Except* v r W7,W6:2x4 DF No.1&Btr G co NAGt NE4- /0 REACTIONS. (lb/size) 2=2771/0-5-8,9=2559/0-5-8 2 Max Horz 2=306(LC 7) 'Cr 89782 P E 9c— Max Uplift2-1578(LC 8),9=-821(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4065/2398,3-18=-6873/3806,18-19=-6873/3806,19-20=-6873/3806, 4-20=-6873/3806,4-21=9833/4003,21-22=-9833/4003,22-23=-9833/4003, '9 OREGON N. 5-23=-9833/4003,5-6-9025/3512,6-7=5752/2152,7-8=3425/1291,8-9=-3589/1176 S 4G Z� Q BOT CHORD 2-24=-1937/3166,24-25=-1937/3166,17-25-1937/3166,17-26-1935/3159, 9i9 qRY . 5 ((;C' 26-27=-1935/3159,27-28=-1935/3159,16-28=-1935/3159,16-29=3826/6873, fi pq U L R0 15-29=-3826/6873,15-30=-3826/6873,14-30=-3826/6873,13-14=-4023/9833, 12-13=-3516/8995,12-31=-736/2362,31-32=-736/2362,11-32-736/2362, 9-11=-801/2631 WEBS 3-16=-2117/4263,4-16=-1826/745,4-14=-221/3293,5-14=-656/520,5-13=-1324/1057, EXPIRES: 12/31/2016 6-13=-642/893,7-11=-266/639,8-11=-345/365,7-12=-2077/5202,6-12=-6629/2831 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,2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 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. v WAs ' 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. . r 1`aT 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFR ' / r ••,� ;"` O • (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 , 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 l 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times fiat roof load of 25.0 psf on overhangs •'/ non concurrent with other live loads. .cri,k 6)Provide adequate drainage to prevent water ponding. �'°401 � +Q tsTeg� ccv 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 s`rIONAL G fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 March 4,2016 r I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE AI8.7473 rev.IMLVLM5 BEFORE USE. Design vafid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component.notMi e a truss system.Before use,the budding 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 inns web and/or chord members only.Additional temporary and permanent bracing M iTeke 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(Tplt Quafry CrMada,D511-59 and SCSI Building Component 250 Klug Girds Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781296 B1600707 A10 CALIFORNIA GIRDER 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:07 2016 Page 2 NOTES- ID:MEIa1Ivw918VM?RnY5DSkwzeas3-cFthY?98x3JOsRXoldDgaSL_Azp2ZUL1p0X6Ekzeli6 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1578 lb uplift at joint 2 and 821 lb uplift at joint 9. 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 purin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)283 lb down and 332 lb up at 4-6-11,122 lb down and 121 lb up at 6-0-12, 154 lb down and 151 lb up at 8-0-12,170 lb down and 216 lb up at 10-0-12,165 ib down and 183 lb up at 12-0-12,165 lb down and 183 lb up at 14-0-12,196 lb down and 25 lb up at 16-0-12,and 196 lb down and 25 lb up at 18-0-12,and 161 lb down and 132 lb up at 19-1-9 on top chord,and 21 lb down and 4 lb up at 2-0-12,13 lb down and 121 lb up at 4-0-12,13 lb down and 74 lb up at 6-0-12,19 lb down and 74 lb up at 8-0.12,50 lb down and 152 lb up at 10.0-12,32 lb down and 94 lb up at 12-0-12,32 lb down and 94 lb up at 14-0-12,13 lb down and 7 lb up at 16-0-12,and 13 lb down and 7 Ib up at 18-0-12,and 1673 lb down and 434 lb up at 19-1-9 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=64,3-6=-64,6-7=-64,7-10=-64,2-9=20 Concentrated Loads(Ib) Vert:3=-281 15=0(B)16=20(B)4=29 14=-1673(B)5=-30 18=47 19=47 20a57 21=29 22-4 23=4 24=-20(8)25=41(8)26=25(B)27=25(B)28=33(B)29=20(B)30=0(B) WARNING VarXy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN•f179 res.fafl-42013 BEFORE USE. Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for on individual building component,not , a truss system.Before use,the bulding 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 F+YI l R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/i%7 Oualy Criteria,DS11-119 and SCSI Bonding Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781297 81600707 1301 CALIFORNIA GIRDER 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:08 2016 Page 1 ID:MEla1 Nw918VM?RnY5DSkwzeas3-4RR3mLAmiMRtUb5_sKkv6gt8GN8pi0XA1 gHfmAzeLi5 --_39-0-- -H.---- 7.6.0---------10-7-8 -F------14461. --_i_ _ 19-3-0 19-70 24-0-0__.. 24-9-19 10 3-9-0 3-9-0 3-1-8 3-11-0 4-8-14 0.3-10 4-4-15 d-9-10 4x8 I I Scale=1:46.8 4 10.00[12 \ 6 6x6= 2x4 I I 5x8// 2x4 = N 1zl__ rR1 6 6ZI RI' ArNsii 3 `13 14 15 12 ;= 0 9x12 MT r 2 Wei - 8 " ---- __ e CB a asp 5.00 tz 11 16 17 18 10 19 zo i 3x8�� 7x14 MT18H= 2x4 I I— 7-6-0 1 10-7-8 I 14-6-8 I 19-7-1 I 24-0-0 7-6-0 3-1-8 3-11-0 5-0-9 4-4-15 Plate Offsets_MY)-- [2:0-3-9.0-1-1 ].[5:0-2-0,0-3-0].p:0-3.8.0-2-4].[8:0-1-9.0-1-8] — --- LOADING(psf)5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 2 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.22 11-12 >999 240 MT20 220/195 TCDL .7.0 0) Lumber DOL 1.15 BC 0.87 Vert(TL) -0.62 11-12 >456 180 MT18H 220/195 BCLL 0.0• Rep Stress Incr NO WB 0.63 Horz(TL) 0.38 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 131 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except' TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins,except T3:2x6 DF No.2 2-0-0 oc purlins(4-1-7 max.):5-7. BOT CHORD 2x4 DF No.1&Btr G'Except' BOT CHORD Rigid ceiling directly applied or 5-0-7• «r'•p R 0, 83:2x6 DF No.2 WEBS 1 Row at midpt 5-11 �� Es�o� WEBS 2x4 DF Std G'Except' MiTek recommends that Stab'._ -5 r-,• ;', "'L W2:2x4 DF No.1&Btr G be installed during truss e :,,••. r -•••dance with S t'•ili 2 WEDGE Installation guide Left:2x4 SP No.3 . 89782PE r REACTIONS. (lb/size) 2=1461/0-5-8,8=1939/0-5-8 Max Horz 2-200(LC 22) Max Uplift2=-451(LC 8),8=-794(LC 9) 9�OREGON & FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3283/1121,3-4=-3155/994,4-5-3111/1029,5-6=-3166/1293,6-13=3191/1313, '99`G4riy 15 2(Q 13-14=3191/1313,14-15=-3191/1313,7-15=3191/1313,7-8=-2778/1160 '1 �'q UL RAJ BOT CHORD 2-12=-944/2580,11-12=-1765/5187,11-16=-821/2046,16-17=-824/2054, 17-18=-823/2055,10-18=-823/2056,10-19=-820/2068,19-20=-820/2068,8-20=-820/2068 WEBS 3-12-236/371,4-12=-1175/3678,5-12=-2474/1111,5-11=-2207/610,6-11-536/472, 7-11=-479/1416,7-10=0/485 EXPIRES: 12/31/2016 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ?AUL jo • non-concurrent with other live loads. ' 4 WAS L4� 4)Provide adequate drainage to prevent water ponding. O 5)All plates are MT20 plates unless otherwise indicated. / ,>, i� ::, O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . ,,i 7)•This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 41-11 fit between the bottom chord and any other members. / 8)A plate rating reduction of 20%has been applied for the green lumber members. (.;'r 9)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity rtl„fi 51976 CAk {r' of bearing surface. %A,4jØ9 10)Prjoiot i e mechanical connection(by others)of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 794 lb uplift at 41,.., LEG 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 4,2016 � t WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ma-7479 rev.10,e1/2013 BEFORE USE. Design void 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 ANSIRPt1 Quality Wade,031.89 and BCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley KI781297 B1600707 B01 CALIFORNIA GIRDER 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:08 2016 Page 2 ID:MEIa 1 Ivw918VM7RnY5DSkwzeas3-4RR3mLAmiMRtUb5_aKkv6gt8GN8p1OXA1 gHfmAzeLi5 NOTES- 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)156 lb down and 127 lb up at 15-0-12,222 lb down and 230 lb up at 15-11-4,and 194 lb down and 206 Ib up at 17-11-4,and 283 Ib down and 346 lb up at 19-5-4 on top chord,and 736 Ib down and 223 Ib up at 15-0-12,74 lb down at 15-11-4, 74 lb down at 17-11-4,and 74 lb down at 19-11-4,and 73 lb down at 21-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 14)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(Of) Vert:1-4=-64,4-5=-64,5-7=-64,7-9=-64,2-12=-20,11-12=-20,8-11=-20 Concentrated Loads(Ib) Vert:7=-152 13=-20 14=-117 15=-117 16 -736(B)17=-37(B)18=-37(B)19=-37(B)20=37(B) t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE YB-7177 rev.15/03/215 BEFORE USE. Design valid for use only with MReitE 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 bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mel(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}TOSS systems.see ANSI/Tell quality Criteria,DSB•89 and BM Building Component 250 tOug Circle Job Truss Truss Type — Qty Ply Wilshire Homes-3453 Cokeley B1600707 B02 CALIFORNIA 1 1 K1781298 ProBuid Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s 2016 Page 1 ID:MEIa11vw918VM9RnY5D5kwzeas3-Zd7RzhBOTgZkFri 29 2015 MiTek Industries,Inc. 61gB 12GBRgMrmbBll oKGKOC dzeLi4 -- -- -0-33 ---- — 0-3-10— 112 -------0-0 --- 17-8.3 --- { ---24-0-0 --- - u-a-1 p 5-8-3 -0--110- 6-0-3 10 354 = Scale=1:45.6 4 5x8 \\ /04sb 5x65x8 // , 3x6= 6ZI ISa IS71 6ZI 10.00 r2 5 P716 47' ! 15 i% e 41 14 12 L-- \ LP4Il / N 8 • �'' 4. -s- %.: 9I 4x6% 5.00 F12 11 g vi 1 10 5x6= 2x4 I I 4x4\" 6-0-3 1,5-13-6-0 I 7 — 17-11-13 I —_ 24-0-0 _H Plate Offsets(xY} j2-0.1-F Eder„r=a•0-3-8.0-2-7.[4:0 6 O3 2-0•Edael•(8:0.1-13.0-2-3].[12:0.3-0.0-3-0] _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.11 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert BCDL 7.0 Rep Stress Incr YES WB 0.56 HorzTL)) 0 20 11-12 >745 180 Na Na BCLL 0.0 • BCDL 10,0 Code IBC2012/TPI2007 (Matrix) Weight:126 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(4-10-9 max.):3-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directlyapplied *""a'�:T'� WEBS 2x4 DF Std G or 8-8-3•�{.yr4' MTek recommends that Stabil' s".' ,..-18111,...y. Ili► be installed during truss e : , 4D-. _''y. -r Installationguide. REACTIONS. (lb/size) 2=1087/0.5-8,8=1137/0-5-8 -- Max Horz 2=-199(LC 8) 89782 P E Max Uplift2=-297(LC 10),8=-433(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-2519/654,14-15=2404/659,3-15=-2393/675,3-5=-2464/827,5-6=-2509/789, 6-16=-1171/531,16-17=1171/531,17-18=1171/531,7-18=1171/531,7-8=1442/570 9 OREGON N� WEBS CHORDBOT 2-13=-3-12=-3218/1268,8 12006, =222/1069,6-11 913/381,-539/1968,11-12=-555/1744, 11 0125/317/1005,8-10=-314/1009 ?'9,9 •4RY 15 JI�,iti 12 QP NOTES- Aq PAUL �� 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 2-2-6,Interior(1)2-2-6 to 3-3-1,Exterior(2)3-3-1 to 7-6-0,Interior(1)9-0-5 to 13-7-2,Exterior(2)17-10-1 to 24-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions EXPIRES: 12/31/2016 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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PAUL jot, 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 OF WA$ 4....-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. �/l�I«, C� 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TP!1 angle to grain formula. Building designer should verify capacity '' O y. of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 297 lb uplift at joint 2 and 433 lb uplift at joint 8. .-•;:r. 10)"Semi-rigid pitchbreaks with fixed heels”Member end fixity model was used in the analysis and design of this truss. ��+ :/.40N1 197611)Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 0� STER� '�12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)163 lb down and 190 lb up at �s SVICiv 15-0-12,and 139 lb down and 156 lb up at 15-11-4,and 193 lb down and 281 lb up at 17-10-1 on top chord. The design/selection of AL such connection device(s)is the responsibility of others. %4f'113€( %?andard March 4,2016 4 A WARNING.Verify design parameters and READ NOTES ON MS AND INCLUDED METER REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. I » Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Milt*. fabrication,storage,delivery,erection and bracing of tenses and truss systems,see ANSI(rP11 Quay Criteria,0$8.89 and SCSI Building Component 250 Krug Circle a Job -------------- _ rnus Truss Type City Ply WIshire Homes 3453 Cokeley — — - 81600707 802 CALIFORNIA K1781298 1 i ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc.Fri Mar 04 08:00:09 2016 Page 2 ID:MEIa1 vw918VM7RnY5DSknvzeas3-Zd4RzhBOTgZkagB02GBft0MnnbB1UoKGKOCIdzeLi4 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-3=64,3-4=-64,5-7=-64,7-9=-64,2-12=-20,11-12=-20,8-11=-20,4-5=-64 Concentrated Loads(Ib) Vert:7=-8717=28 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITER Design vat d for use only with MiTeker connectors.This design is based onlyupon REFERENCE PAGE forrlon in ivi ual building BEFOREUSE. parameters ewn dandis y i individual this designcomponent, a truss system.Before use,the building designer must verify the applicability of design parameters and not building design.Bracing indicated is tomembers only.Additional to}ps yInto the overall Is always required for stabilityand to prevententco lapse with ofpossible personal bon web injuryaand chord amg only. geneiongu da ce regarding and manent bracing T prevent collapse possible personal and property damage.For general guidance the MiTele fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI{R1T tiuoBy Criteria,DSB-e9 end SCSI Building Component ... 250 Mug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley - K1781299 B1600707 803 California 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:10 2016 Page 1 ID:ME1a1Ivw918VM?RnY5DSkwzeas3-1pYpA1BOE_hbjuFN_InNB5zYSAvomxOTV mmg3zeLi3 4— 2 ——f 7-11-0 1 124)=9_ — I 16-1-0 f 17-11-14 1 _24=0=0_a24 9]Q 9-10 6.0-2 1-10-14 4-1-0 4-1-0 1-10-14 8.0-2 b-9-10 2x4 I I Scale=1:44.2 4 6 9 2x4 II 10 5x8 O ' Z 5x8// 3 . I I 3x8= 2x4 10.00 12 4►+, 19 21 1s 18 17 ryc6_ 2x4 II '? 7-7N a 2 ' 12 iy ®- �� 13 1'4 12 ►� 5.00 12 15 14 "14 O 4x6 3x6= 5x6= 2x4 II F. 6-0-2 17-6.0 I 14-6-8--- I 17-11-14 I 24-0-0 6-0-2 1-5-14 7-0-8 3-5-6 6-0-2 _Plate Offsets(X.Y)- LOADING(pat)5 O TC SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.16 15-16 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(TL) -0.53 15-16 >538 180 BCLL 0.0• Rep Stress Incr YES WB 0.56 Horz(TL) 0.21 12 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:131 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except* TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(4-7-8 max.):3-11. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0,, . .. • WEBS 2x4 DF Std G MiTek recommends that Stabili '�11•�-� .?alas; WEDGE OTHERS 2x4 DF Std G be installed during truss ere.' 4p l` Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781299 B1600707 B03 California 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:10 2016 Page 2 ID:ME1a1Nw918VM?RnYSDSkwzeas3-1pYpA1B0E_hbjuFN_InhIBSzYSAvomx0TV mmg3zeLi3 NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)78 lb down and 47 lb up at 8-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-64,3-4=-64,4-6=-114,5-20=-114,8-20=-64,9-10=-114,10-11=-64,11-13=-64,2-16=-20,15-16=-20,12-15=-20 Concentrated Loads(Ib) Vert:20=-49(B) 1 N A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev.10g3/2015 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual tans web and/or chord members only.Additional temporary and permanent bracing MiTek8 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/Tell Quatlly°Berta,DSS-89 and SCSI Sultdkrg Component 250 Klug Circle Job — ----- Truss — — — Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81600707 1304 CALIFORNIA 1 1 K1781300 ProBuikl Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:11 2016 Page 1 ID:MEIa1lvw918VM?RnY5DSkwzeas3-V06CONCe?HpSL2gZX IckIVmfaGaVTxckeVJNVzeli2 1------4-5-7- ---F— 9-0-9 --- �2--- 14-2-10------ 23-8-14 4-5-7 4-7-2 0-2-8 4-11-9 048 4.8-11 I 4-7-0 — 9-1 5x12 MT18H ,5x12 MT18H O Scale=1:54.9 10.00 rii 2x4'- 12 13 2x4 .i 2 Or ,of Aiiiih,.. \ 14 , Id 3x8 II 10 15 9 =' )g 8 ='�� 3x8 = 4x6= 3x6 = 3x4 r-- 1 1 9-0-9 1 14-5-3 _Plate O1ses(xy}if1:0-3-9 Edge] 1,0-2-8][4:0-1-8.0-1-12] [6:0-6-0.0-0-8] 5-4-10 i 9 31191 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Udefi L/d PLATES GRIP -- (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.14 6-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(TL) -0.42 6-8 >665 180 MT18H 220/195 BCLL 0.0+ Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 LUMBER- Code IBC2012/TPI2007 (Matrix) Weight:126 lb FT=10% TOP CHORD 2x4 DF No.18Btr G BRACING- BOT CHORD 2x4 DF No.188tr G TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc puffins,except WEBS 2x4 DF Std G 2-0-0 oc purlins(6-0-0 max.):3-4. WEDGE BOT CHORD Rigid ceiling directly applied or 10-0-0. Left:2x6 DF No.2 WEBS 1 Row at midpt 4-10 �(�Q•V�p OfFs MiTek recommends that Stab' : `a,.^,,,,, _^. >. 14 be installed during truss e :••....1, ..., ante with S I•'''.il. 2 REACTIONS. (lb/size) 6=1172/0-5-8,1=1051/Mechanical Installation guide. Max Horz 1=-234(LC 24) 89782PE r Max Uplift6=353(LC 11),1=-292(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=-1348/448,2_11=1199/462,2-12=-1147/430,3-12=-1041/453,3-4=-808/418, 4-13=-1122/489,5-13=-1230/465,5-14=-1369/502,6-14=-1435/481 �2OREGON REGONZO�`"� BOT CHORD 1-10=462/997,10-15=-169/873,9-15=-169/873,8-9=-169/873,6-8=-250/1039 9i9 '9RY AS 4�,Q' WEBS 2-10=-293/262,3-10=97/371,4-8=-79/381,5-8=309/264 NOTES- PA f ��J 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 4-11-7,Exterior(2)4-11-7 to 18-6-5,Interior(1) EXPIRES: 12/31/2016 18-6-5 to 21-6-8 zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. PAUL ]p, 5)All plates are MT20 plates unless otherwise indicated. `a V 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . - �s '0 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will , / Alp ,��y!' fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)A plate rating reduction of 20%has been applied for the green lumber members. ; f �R�` 9)Refer to girder(s)for truss to truss connections. /�� 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 292 lb uplift at r0 r joint 1. 11) Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,,,p ,?,51976,.0.p�S 1976 ty� 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �vd. GISTER� 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)142 lb down and 178 lb upat 'r 9-2-6,and 215 lb down and 310 lb up at 14-3-6 on top chord. The design/selection of such connection device(s)is the re IUNAL G of others. responsibility Continued on page 2 March 4,2016 A WARNING-Verify design Parameters end READ NOTES ON THIS AND INCLUDED MITEK Design vatd for use only with M7eke connectors.This design is based onlyupon shown,wnPAGE or an individual rev.ual0Y201n Comp nen �� a truss system.Before use,the building designer must verify the applicabiliof design para etand is for an incorporateChild design component,overall not e building design.Bracing indicated is to prevent but9 parameters and properly onal this into the is always required for stabilityand to budding of individual truss web and/or chord members only.Additional temporary and permanent bracing prevent collapse with possible personal injury and property damage.For general guidance regarding the M7eko fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quay Criteria,055.59 and SCSI BuildingComponent ponent .._ 250 qug Circle Job Truss Truss Type City Ply Wilshire Homes-3453 Cokeley 81600707 1304 CALIFORNIA 1 1 K1781300 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:11 2016 Page 2 ID:MEIa 11vw918VM9RnY5Dskwzeas3-V06CONCe?HpSL2g2XTIddVmfaGaVTxckeVJNVzeLi2 LOAD CASES) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-3=-64,3-4=-64,4-7=-64,1-6=-20 Concentrated Loads(Ib) Vert:3=28 4=-215 A WARNING-Verify design parameters any READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII-7473 rev.1043(2015 BEFORE USE. �� 1 Design valid for use only with MtTeke connectors.This design is based only upon parameters shown,and Is for art individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly building design.Bracing indicated is to only.Additional temporarythis design into the overall � is alwaysrequiredprevententcollapse budding of os Individual personal truss web injuryaandor copeord y members general guante and permanent bracing MiTele for stability and to prevent with possible property damage.For general guidance regarding the rl' fabrication_storage_delivery,erection and bracing of trusses and tens systems,see ANSI(rpll Qualify Cdtedo DSS-S9 and SCSI needing Component .0. .� ...._ �_ 25010u0 Gide Job Truss Truss Type —— — Qty Ply Wilshire Fomes-3453 Cokeley ----- 81600707 805 California 1 1 K1781301 Job Reference(optional) ProBuild Beaverton Truss,Beaverton,oR 97007 Run;7.610 6 Jan 29 2015 Print 7.640 s Nov 10 2015 MRek Industries,Inc.Fri Mar 04 08:57:37 2016 Page 1 ID:MEIa 1 Iwv918VM?RnY5DSkwzeas3-eGUh6MMXfArAOLgkaplY2vKtWs300ASjysJAtBzeJzy 4-5-7 I 9-0-9 1 10-10-5 112-7-7 14-5-3 I 19-1-14 I 23.8-146' 4-5-7 4-7-2 1-9-12 1-9-2 1-9-12 4-8-11 4-7-0 09-10 2x4 I I 8Scale=1:58.5 4 6 B2x4 II 4x4 � 4x8// I ! 3 I _. �� to.Do tz to zo 2x4.� i 2x4 z 11 17 �21 r/A1 1 rr 12 er 3 4x6 II 16 22 15 14 4x6= 3x8 = 3x8= 3x4= I 9-0-9 1 14-5-3 I 23-8-14 I 9-0-9 5-4-10 9-3-11 Plate Offsets(X,Y)- f1:Ed:m.0-0-141.[3:0-1-8.0-2-01.[10:0-3-8.0-1.81,112:0-6.0,0-0-81 TC�ING(Ps25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.14 12-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(TL) -0.42 12-14 >664 180 BCLL 0.0• Rep Stress Incr YES WB 0.19 Horz(TL) 0.04 12 n/a Ma BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:134 lb FT=10% LUMBER- --- ------ BRACING- ---- - -- ---- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-10. WEBS 2x4 DF Std G BOT CHORD ceiling Rigid OTHERS 2x4 DF Std G 9 di rattly applied 10-0-0 WEDGE WEBS 1 Row at midpt 10-16 16 .;?‘E{ e R QF£s Left:2x4 DF Std-G MTek recommends that Stabi' -`. be installed during truss e=- •,4, ?`-nce with .1'.id$,0,,, Installation guide. CV REACTIONS. (lb/size) 12=1124/0-5-8,1=1062/Mechanical 89782 P E t! Max Horz 1=279(LC 6) Max Uplift12=-258(LC 11),1=231(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1357/347,2-17=-1209/359,2-18=-1162/341,3-18=988/355,3-5=-835/405, -9 EGON ° 5-19=-835/405,7-19=-835/405,7-10=-835/405,10-20=-979/345,11-20=-1158/331, ROR5 11-21=-1292/353,1221=1358/3314CQ' BOT CHORD 1-16=-318/1031,16-22=-86/828,15-22=-86/828,14-15=-86/828,12-14=-159/978 t pq U L �J WEBS 2-16=-278/245,3-16=-86/359,10-14=-67/365,11-14=-288/243 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 6-7-6,Exterior(2)6-7-6 to 16-10-6,Interior(1) 16-10-6 to 21-6-8 zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ppUL RI 4)Provide adequate drainage to prevent water ponding. WA$A,-a 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OF r'4e7 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will / - fit between the bottom chord and any other members,with BCDL=10.Opsf. t �" 0 - 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 258 lb uplift at joint 12 and 231 lb uplift at et' joint 1. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �' 3 ,�4'51976 �y� 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �'•C''',0 C'IST�g 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 197 lb up at SIONALEG 10-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). March 4,2016 O IBrA®Fftil] ndard mil A WARNING-Va ly design parameters and READ NOTES ON THIS AND INCLUDED ASREFERENCE PAGE MU-7473 rev.10/03/2015 BEFORE USE. -- . Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a tins 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 MTek° is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 1 fabrication,storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPfl Quality Criteria,D56.89 and BCSt Building Component 250 Klug Circle I' • Job----- — Truss---------_-_--- Tines Type — — ------ Qty Ply Wilshire lianas-3453 Cdreley ---------- 61600707 B05 ------ California 1 1 K1781301 ProBuild Beaverton Truss,Beaverton,oR 97007 Run:7.610 s Jan 29 2015 Print 7.640 s Nov 1Job R10 ference 201 MiTek Industries Inc.Fri Mar 04 08:57:37 2016 Page 2 ID:MEIa11vw918VM?RnYSDSlo zeas3-eGUhBMMXfArAOLgkrplY2vKtWs300ASjysJAf6zeJzy LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-114,5-19=114,7-19=-64,8-9=114,9-10=-64,10-13=-64,1-12=-20 Concentrated Loads(lb) Vert:19=70(B) ®WARNING-Verify design parameews and READ NOTES ON THIS AND INCLUDED MITEKrev. Design valid for use only with Wel*connectors.This design is based only upon parameters shown, Is for on individual buildingComp USE. a truss system.Before use,the building designer must verify the applicability of design parameters and o component not binding design.Bracing indicated is tomembers only.Additional incorporate this designyinto the overall is always required for stabilityand to prevententcollapse buckling wi of individualblepersonaltruss web injuryaand chord amg general gl idand permanent bracing prevent with possible and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfrp11 Quality Criteria,D$B-89 and BCSI Building Component 250 Klug Clyde _-------- — — - — Qty Ply Wilshire Homes-3453 Cokeley Job Truss Truss Type B1600707 806 Common 1 1 K1781302 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:12 2016 Page 1 ID:MEIa11vw918VM?RnYSDSkwzeas3-zCgabjDGmbxJzCPm5AprHW2v8 ckEsBmylFtvyzeLi1 F. _ 5-10-7-_-_.---- 11-8-14 5-10-7 -j---- 5-10-7 F------- 17-8-14 I ---- oto -- 0-9-1 4x4 = Scale=1:62.3 3 10.00 12 1lA/ 2x4 // gid ,T, 11=1111Mminiminnimmimmoi;.mominnimmiemmim:, y 3x8 II 14 15 9 16 B 17 7 3x4 = 3x4 = 3x4= 3x4�O I- - 7-10-15 I 15-9-13—_ 23-8-14 7-10-15 7-10-15 + I Plate Offsets(X.Y)- [1.03-0,0-0-10j,[3:0-2-0,0-1-8)•[5:0-1-9.0-1-8] 7-to 15 LOADING(psf) - — -- — --- — TCLL 25.0 SPACING- 2-0-0 CSI. DEFL, in (lac) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.14 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.24 1-9 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.46 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:122 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bra WEBS 2x4 DF No.1&Btr G*Except* W1,W4:2x4 DF Std G be recommends that Stabilize 1 �,, e WEDGE be installed during truss erectio `ti'7"r Left:2x6 DF No.2 Installation guide. ,NCO VNG + F9 /C2 REACTIONS. (lb/size) 5=1052/0-5-8,1=983/Mechanical Max Horz 1=-300(LC 6) 89782PE r Max Uplift5=220(LC 11),1=-187(LC 10) Max Gray 5=1052(LC 1),1=987(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. s�4,OREGON �'��Q� TOP CHORD 1-10=-1248/276,2-10=-1090/294,2-11=-1171/403,3-11=1051/416,3-12=-1046/415, 4-12=-1163/402,4-13=-1075/290,5-13=-1278/269 "99 �'9RY 2 l�, BOT CHORD 1-14=252/1076,14-15=252/1076,9-15=-252/1076,9-16=-21/683,8-16=-21/683, 8-17=-21/683,7-17=-21/683,5-7=-114/909 PA UL R�� WEBS 2-9=-393/371,3-9=-276/706,3-7=-283/653,4-7=-407/375 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS EXPIRES: 12/31/2016 (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 8-8-14,Exterior(2)8-8-14 to 11-8-14,Interior(1) 14-8-14 to 21-6-8 zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. pF WASLiz, 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 M ._'W fit between the bottom chord and any other members,with BCDL=10.0psf. �`I�a0 6)A plate rating reduction of 20%has been applied for the green lumber members. + 4"4" 2 7)Refer to girder(s)for truss to truss connections. c3 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 lb uplift at joint 5 and 187 lb uplift at ,�,(/ joint 1. 9)"Fix heels only Member end fixity model was used in the analysis and design of this truss. �"f' 4, 51976 c{14 °*.h,.,�'4/ONAL G' March 4,2016 A WARNING-Wady design parameter*and READ NOTES ON THIS AND INCLUDED ANTE(REFERENCE PAGEMI.7473 rev,10/03/2015 BEFORE USE. ..... Design valid for use only with M7ek®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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek° fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/Wit Quality Cdterla DSB-89 and SCSI Buldhrg Component 250 Klug Circle Job — -- -- ---------- ----- Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley_-- — B1600707 CO1 GABLE 1 1 K1781303 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:13 2016 Page 1 ID:MEIa1Ivw918VM1Tro DSkwzeas3-ROEyp3EuWu39aM_yftK4pja8R02nzPXvBy_QROzeLi0 ... _ — 17.0-0 9-10 8-0-0 ----- --f------ ---- 8-6-0 4x4= Scale=1:45.4 7 PI 6 8 10.00 12 5 .01111,9 a 4 10 Ili 3 i I 18 11 r Y ` A011110 19 5%8—17 \\ W 20 16 \ Fs 21 15 r v 22 14 d 2 6,.. 12 v ►-: I� ,r. 3x4 3x4 8-8-0 I 17-0-0 _—I Plate Offsets(X Y)– (21-O.Edge].[12:0-1-0.Edael LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Lid PLATES GRIP (Roof TCLL 5.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 12 Nr 90 MT20 220/195 TCDL Snow=25 0o Lumber DOL 1.15 BC 0.05 Vert(TL) 0.00 13 n/r 120 BCLL 0.0 • Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 12 n/a Na BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:89 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 bra '.. :.t: OTHERS 2x4 DF Std G 6-0-0 oc bracing:21-22,14-15. . . MiTek recommends that Stabili ",7,.,f1.1‘. .... T'S be installed during truss err. '- :- -' . 'r. Installation guide. _ REACTIONS. All bearings 17-0-0. (lb)- Max Horz 2=222(LC 8) tir 89782P E lit Max Uplift All uplift 100 lb or less at joint(s)18,12,19,20,21,17,16,15 except 2=112(LC 6),22=-192(LC 10),14=-189(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,12,19,20,21,17,16,15 except 18=381(LC 11),22=296(LC 18),14=292(LC 19) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 9h 4,OREGON Oo s Q` '9 G'9RY 15 2 Q` NOTES- 9� PA U l R\NI 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)-0-9-10 to 2-2-6,Exterior(2)2-2-6 to 5-6-0,Comer(3)5-6-0 to 8-6-0,Exterior(2)11-6-0 to 14-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. YAUL RIL 6)Gable requires continuous bottom chord bearing. ,ovWAS,w �'A7)Gable studs spaced at 1 4 0 oc. `� K-', (y 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �" �O • 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • i`�, 1. . fit between the bottom chord and any other members. C3 10)A plate rating reduction of 20%has been applied for the green lumber members. %-, 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,12,19,20,21, „d * 17,16,15 except(jt=lb)2=112,22=192,14=189. . 51976 w� 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)18,19,20,21,22,17,16,15,14. of 'k.519 3R� 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �, G, IUNAL VI March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Me-7473 rev.10103/2015 BEFORE USE Ir. Design valid for use only with M7ekrS connectors.This design is based only upon parameters shown,and is for on individual building component,not lel 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/Tell Quality Criteria,DSO-89 and ICSI Building Component 250 Klug Circle ------------------- Job Truss Truss Type Qty - ------- - -------------- Ply Wilshire Homes-3453 Cokeley ---- B1600707 CO2 Scissor 4 1 K1781304 I Job Reference(optional) ProBulk)Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:14 2018 Page 1 ID:MEla1 lvw918VM4RnY5DSkwzeas3-vboKOOFXHCBOCWZ8DbrJMx7GSnHHImY3QckztgzeLl? 9.109 4-7.44 I. _- 3-1 -13 1------3 12--- I ----4- 310-13 3 -" -,r 4x4= Scale=1:45.5 4 11 ,0.00 1 10 71 2x4= 2x4 3 5 rll pwi " 8 95x8 = ,2 it2 �, `� 8 .d.7 I$ r=. 5.00 F-13- 'Q.4x8 % •• 4x6 I 880-6-0 I 17-0-0 _ Plate Offsets(X.Y)- [2:0-1-5.E•9e].[6:0-1-5.E•gej LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 VertLL -0.16 2-8 >999 240 MT20 220/195 (TCDL 7.0 Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.50 2-8 >399 180 BCLL 0.0* Rep Stress Incr YES WB 0.46 Horz(TL) 0.14 6 Na Na BCDL 10.0 Code IBC2012ITPI2007 (Matrix) Weight:78 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra;.• WEBS 2x4 DF Std G WEDGE MiTek recommends that Stabilize i nil ;, Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erectio «.^�:• ' Installation guide. ,�5 �N �' F9 /Q REACTIONS. (lb/size) 2=761/0-5-8,6=761/0-5-8 Max Horz 2=222(LC 9) 89782 P E 9r' Max Uplift2=-163(LC 10),6=-163(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1434/360,3-9=-1367/381,3-10=-1080/163,4-10=-976/181,4-11-976/214, 5-11=-1080/200,5-12=-1367/295,6-12=-1434/274 9Z " OREGON �� BOT CHORD 2-8=-367/1246,6.8=-181/1133 WEBS 4-8=-155/1048,5-8=-369/331,3-8=-369/317 -74, G'9RY 15 _ l�.,N NOTES- '1 `SA U L \\ 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 2-2-6,Interior(1)2-2-6 to 5-6-0,Exterior(2)5-6-0 to 8-6-0,Interior(1)11-6-0 to 14-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate EXPIRES: 12/31/2016 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. eiNkov7)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify .capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=163, 6=163. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. X10 51976 .4y ' FGISTEg� iSSIONALE�G March 4,2016 1 A WARNING-V Y*WO parameters end READ NOTES ON THIS AND INCLUDED MEI(REFERENCE PAGE ASI-7473 rev.10,03/2015 • BEFORE USE. -- r , Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property domoge.For general guidance regarding the M7ek. fabrication`storage_delivery,erection and bracing of trusses and truss systems,see ANSI/Mil it Quality Criteria,051-19 and SCSI Building Component 250 .�. .� �,_ �_ Kk+B Circle I Job - ----- ------------------ Truss Truss Type — — — — —— Qty Ply Wilshire Homes-3453 Cokeley - B1600707 CO3 Common 3 1 K1781305 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:14 2016 Page 1 ID:MEIa 11vw918VM?RnYSDSkwzeas3-vboKOOFXHCBOC WZBDbrJMx7HCn IjlgM3Qclizzgzeu? f--- -. 4 --------�- --0 48-3-0 ♦-------4 -------i-_— 17-0-0 1I7-9.10 3-0 4-3-0 0-9.10 4x4= Scale=1:46.8 3 10.00 12 10 9 2x4•� 2x4!i 2 4 �a a4 8 11 e 1 .9�. ---,_ — .--- - ------ 5 ddddYl 6 I. �� v 3x6= 71,4 _4 d 3x8= 3x6= 8-6-0 - I 17-0-0 8-6-0 _Elate Offsets(X.Y)- f1:0-6-0.0-0-15].[5:0-6-0.0-0-14] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.07 1-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.24 1-7 >849 180 BCLL 0.0• Rep Stress Inc- YES WB 0.22 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:80 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.18Btr G BRACING- BOT CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra'r. MiTek recommends that Stabilize- : •1 rEIR',F,, be installed during truss erectio - Installation guide. C3 6/0,,,_ REACTIONS. (lb/size) 1=700/Mechanical,5=770/0 5 8 e� �iN F9 02 Max Horz 1-217(LC 8) Max Uplift-134(LC 10),5=-165(LC 11) �� 89782PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-870/230,2-8=-734/242,2-9=-668/203,3-9=-569/222,3-10=569/220, 4-10=-666/206,4-11=-724/235,5-11=-858/215 BOT CHORD 1-7=-193/684,5-7=-85/607 - OREGON �(r' WEBS 3-7=-156/564,4-7=-285/248,2-7=-3001256 '2j2 (L0 NOTES- 1/9,.._ AIRY I <(7 1)Wind:ASCE 7-10;Vult=14Omph(3 second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS PAUL �`J (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 5-6-0,Exterior(2)5-6-0 to 8-6-0,Interior(1)11-6-0 to 14-9-10 zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 'MN F7)Refer to girder(s)for truss to truss connections. WAS 4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=134, '' 5=165. ....,, 9)"Fix heels only Member end fixity model was used in the analysis and design of this truss. • ,' '0_ 51976 w� .0 �GtsT � vsSIONALVIG March 4,2016 1A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrE1(REF<gr NCE PAOEMa 7479 rev 10/03/2015 BEFORE USE. t Design valid for use only with MTek®connectors.This design is based only upon sign arars shewn and is for an individual hilding component,thenot . 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� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M I IekW fabxication_storage_delivery,erection and bracing of trusses and truss systems,see ANSI{RQuality Cdterio,051.89 and BCSI Building Component li .j. .� ._.,_ �_ 250 Klug Circle --_- -------------------------- Job TrussTruss------- ----------_-------------- _ Type Qty Ply Wilshire Homes-3453 Cokeley — – — B1600707 D01 GABLE K1781306 1 1 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:15 2016 Page 1 a1 ID:MEIa11vw918VM?RnY5DSkwzeas3-NnMiEkF92WKtggBLmINYuSgUjBkBRJxCeGTXWGzeLi_ 8— --.7.6.0 9-10 7-6-0 I---------_-..�5-0� 5.9-19 ---- 7-6-0 0-9-10 4x4= Scale=1:40.9 6 MI\ 5 \ 101111 III( .00 4 .0 3 12wJ \9 1 r? \ N 2 3x4 3x4 i 7.8-0 - — 15.0.0 -0 Plate Offsets(X.Y)-- 0-14dge) 110 0-1 .fnej 7$ 7-6-0 LOADING(Psi) —— TCLL 25,0 SPACING- 2-0-0 CSL DEFL. in (lac) I/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 11 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(TL) 0.00 11 n/r 120 BCLL 0.0' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:74 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. OTHERS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad,. Mitek recommends that Stabilize ..„4---.1 `,`;,. ,,, be installed during truss erecti. __ • -1 REACTIONS. All bearings 15-0-0. Installation guide. -� 1 (Ib)- Max Horz 2=-198(LC 8) (`��GJ �NG FR /O2 Max Uplift All uplift 100 lb or less at joint(s)15,10,16,17,14,13 except 89782PE 91' 2=-101(LC 11),18=-212(LC 10),12=-209(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,10,16,17,14,13 except 15=337(LC 11),18=333(LC 18),12=330(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 17+OREGON Q.N40 - WEBS 3-18=-256/222,9-12=-256/219 NOTES- �R . 4RY 15 2 QQ' 1)Wind:ASCE 7-10;Vult-l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS p'4 U L CN‘ J (envelope)gable end zone and C-C Comer(3)-0-9-10 to 2-2-6,Exterior(2)2-2-6 to 4-6-0,Comer(3)4-6-0 to 7-6-0,Exterior(2)10-6-0 to 12-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. yAUL 6)Gable requires continuous bottom chord bearing. OV wAs4.� 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ti rift, 9)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. r,`,y O� 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15,10,16,17,14, „, er 13 except(jt=lb)2=101,18=212,12=209. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)15,16,17,18,14,13,12. IC). C119sR w4 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .�� STB s%/VAL C1 March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 11114rev.10/03/2015 BEFORE USE. i� Design valid for use only with Welke 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 property incorporate , building design.Bracing indicated Is toonal this design into the overall is always required for stability and to prevententcollapse buckling of possibleipersonal truss web and/dr propertyhord membersamonly.Additional guidance and permanent bracing N prevent with injury and damage.For general guidance regarding the Mitek` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI{tP11 Quality Criteria DSB-89 and BCSI Building Component 250 puri Circle Job--- ------- Truss----- -----Truss Type- -------- - - -_ - ---- ------ Qty Ply Wilshire Homes-3453 Cokeley B1600707 002 Scissor 1 1 K1781307 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:15 2016 Page 1 '� ID:MEIa11vw918VM?RnYSDSkwzeas3-NnMiEkF92WKtgg8LmlNYuBgKPBdZRFOCeGTXWGzeLi_ 0-9-10----------. _7_..4331_ -._- ----1--- ------15-0�_.--- 780 7-6-0 9-10 4x4= Scale=1:40.9 3 /1\ 10.00 12 e 9 8 7 \ 10 5x8 = \ '? 2 '' `` 4 5 i' N .1 5.00 12 Cif 6 4x6 "---- on I 7-6-0 I - 15-0-0 I Plate Offsets(X.Y)- [2:0-1-5.Edge].14:0-1-5.Edge] 7-6-0 LOADING(psf) SPACING- 2-0-0 �I, - TCLL 25.0DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.74 Vert(LL) 0.19 2-6 >926 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.41 4-6 >424 180 BCLL 0.0 • Rep Stress Incr YES WB 0.32 Horz(TL) 0.09 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:60 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brae.,. WEBS 2x4 DF Std G WEDGE MiTek recommends that Stabilize .+:..Y r43!,L";, Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erectio ^1"1q7* Installation guide. ��Cas i F9 / REACTIONS. (Ib/size) 2=677/0-5-8,4=677/0-5-8 �2 Max Horz 2e198(LC 9) Q� Max Uplift2=147(LC 10),4=-147(LC 11) 89782PE 9r- FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-1035/53,7-8=-864/66,3-8=-855/78,3-9=-868/149,9-10=-880/136, 4-10=-1035/117 s`yy OREGON Ooh BOT CHORD 2-6=-48/791,4-6=-35/784 Nr WEBS 3-6=0/763 'y.9 G'9RY 15 Z .".' NOTES- 4- AA UL ck0 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 2-2-6,Interior(1)2-2-6 to 4-6-0,Exterior(2)4-6-0 to 7-6-0,Interior(1)10-6-0 to 12-9-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate EXPIRES: 12/31/2016 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. elNii,-OVASAth.,7)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ; Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 D03 SCISSORS 3 1 K1781308 Job Reference(optional) ProBuiki Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:16 2016 Page 1 ID:MEIa11vw918VM?RnY5DSkwzeas3-rzw5R4GnppSkRp)XKOunRMCWNb 0AiRMlw041)zeLhz 79701--- --- -----------0 15-0-0 j 7-6-0 7-6-0 4x6= Scale=1:40.9 3 10.001211,11/1ititatik 7 14 a r. MI 9 5 6 5x6= \ M 4 N st 2 °41101111".i `` a 5.00 ,2 1ICIg 4x6 4x6 76-0 I 7-6-0I 15-0-0 7-6-0 Plate Offsets(X.Y)-- [2:0-1-5.Edge].[4:0-1-5.Edge].[5:0-3-0.0-3.4] LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL, in (lac) Udefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) 0.15 4-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.33 4-5 >531 180 BCLL 0.0* Rep Stress Incr YES WB 0.37 Horz(TL) 0.10 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:59 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc b=".'. WEBS 2x4 DF Std G WEDGE MiTek recommends that Stabilize r..�.i r�'.,c ;.. Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erectio "�4 R Installation guide. , 3 ~cit F9 '/O REACTIONS. (lb/size) 4=615/Mechanical,2=686/0-5-8 Max Horz 2=195(LC 9) 0� 89782PE r Max Uplift4=-117(LC 11),2=-149(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-1161/126,6-7=-1010/137,3-7=-980/156,3-8=-971/210,8-9=-1005/189, 4-9=-1157/185 s 1y OREGON "s'Q' BOT CHORD 2-5=-96/888,4-5=-91/882 WEBS 3-5=-16/852 9.9 G-1RY 15 _ ., NOTES- AA U L R\a 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 2-2-6,Interior(1)2-2-6 to 4-6-0,Exterior(2)4-6-0 to 7-6-0,Interior(1)10-6-0 to 11-11-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate EXPIRES: 12/31/2016 grip DOL=1.60 2)TCLL:ASCE 7-10;Pt=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will PAUL RI` fit between the bottom chord and any other members. 1b 6)A plate rating reduction of 20%has been applied for the green lumber members. O 7)Refer to girder(s)for truss to truss connections. / aQ !'- O 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity '. e % of bearing surface. ► 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=117, \ 2=149. 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis `' r tY and design of this truss. 4 S 1976 t,k '4,��-GISTEg� March 4,2016 A WARNING•Varity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mll-7473 rev.igg3/Z015 BEFORE USE iillr t Design valid for use only with MtrelrR connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the budding designer must verify the 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 iTek° is always required for sfabdity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i 1 R fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPn Oudly Criteria,DS11-89 and SCSI Building Component 250 Mug Circle JobTruss- -------------Truss Type------------- ---- Qty Ply Wilshire Homes-3453 Cokeley -- B1600707 E01 GABLE 1 1 K1781309 ProBuIW Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:17 2016 Page 1 ID:MEIa 1 Ivw918VMTRnYSDSkwzeas3-KATTe(,1HPa7ab3zHjujPO_ZIre9P0vDnV6ayeZ9zeLhy 1-0-9-104----..—....—.— 53-0---------- 0-9-10 5-3-0 +-- - 10-8-0-3-0 — _-----1113-10 j 0-9-10 4x4= Scale=1:29.5 5 j 4 6 10.00 1z 7 a 1111 3 8 42 44 2 Y r liii r 1i T7` 9 354 = 14 13 12 11 10 3x4 =- 1 I 108-0 LOADING25.0 10-6-0(psfl SPACING- 2-0-0 CSI- DEFL. in (loc) Udefl Lid PLATES GRIP TCLL Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 8 n/r 90 MT20 220/195 (Roof Snow 25.0j5.0) ( ) TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 9 n/r 120 BCLL 0.0 • Rep Stress lncr YES WB 0.05 Holz(TL) 0.00 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 57 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. OTHERS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and,-- • _ctng be installed during truss erection,i ...0.• °,T; ':%.,.-r REACTIONS. All bearings 10-6-0. Installation guide. (Ib)- Max Horz 2=-145(LC 8) ��NG1 NEFvio Max Uplift All uplift 100 lb or less at joint(s)2,8,13,11 except 14=-136(LC 10),10=-136(LC 11) 4�� 2 Max Gray All reactions 250 lb or less at joint(s)2,8,12,13,14,11,10 89782 P E -9r FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat II;Exp B;enclosed;MWFRS 4 s y OREGON 0, (envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for Q reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 9i4 GgRY 15 2 /Q 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry PA UL �\J Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2016 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �,{�PAUL 10)A plate rating reduction of 20%has been applied for the green lumber members. p;r' 1 W �'Ap 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,8,13,11 except 1i+' 4 - kt�, ty (jt=lb)14=136,10=136. ,S C� 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /� Y• ' i5* r01� ,p 51976 k, . AGiSTSR� March 4,2016 1 A WARNING..Verify des n b Wremetwa and READ NOTES ON TENS AND INCLUDED MITER REFERENCE PAGE AIN-7p3 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MTek®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 property incorporate . building design.Bracingindicated is toonal this designyinto the overall is always prevent bucking of individual trussson web injuryaand chorde y members only. generalenongdre and permanent bracing MiT®k° fabrication,req d for stability and to prevent collapse with possible personal and property damage.For guidance regarding the storage,delivery,erection and bracing of trusses and truss systems,see ANS1/tPil Qua*Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley —— — 81600707 E02 Common 3 1 K1781310 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:17 2016 Page 1 ID:MEIa 11wv918VM?RnY5DSkwzeas3-KATTeQHPa7ab3zHjujP0_2In87MwCvV6ayeZ9zeLhy I---------— 5-3-0 ------ 10-6.0_--- ------E-- --- — --------I 5-3-0 5-3-0 4x4= Scale=1:30.0 1�E0 PR°FA- �\co ,i)1/40) PR �i1 �I kr 10.E 12 89782PE 9y OREGON >, ., 99/r pA UL i\ 4 3 1 EXPIRES: 12/31/201.- ----- -- ----- _ ', Ig 3x8= 4 2x4 Ii 3x8_ 55-3-0 { 10-6-0 _______A 54-0 Plate Offsets(X Y)-J.1;033,0_ 41-[3_;_0-3&0_4_14,1 _______ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) 0.03 1-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 TCDL 7.0 Vert(TL) -0.06 3-4 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 3 Na Na BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing BOT CHORD 2x4 DF No.1&Btr Gdirectly applied rora in . oc purlins. 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) 1=436/Mechanical,3=436/Mechanical Installation Stride. Max Harz 1=127(LC 9) Max Uplift1=-83(LC 10),3=-83(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-494/143,2-3=-494/143 BOT CHORD 1-4=-14/290,3-4=-14/290 WEBS 2-4=-14/255 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. w 0V WAS144, 51976rri rd 4k- /5,, .{, �ACISTEW sv1ONAL G March 4,2016 A WARNING.Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 rev.10/03/2015 BEFORE USE r INN Design valid for use only with MiTehE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and TNA systems,see ANSItTell Braley Criteria,DSS-e9 and SCSI Building Component 250 Klug Gide Truss Truss Type -----------_-.--- Qty Ply Wilshire Homes-3453 Cokeley 8 1 1600707 F01 CALIFORNIA GIRDER K1781311 ProBuild2 Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:18 2016 Page 1 ID:MEIa11vw918VM?Rny5DSkwzeas3oM1 rsml1 LRISh7svSRwFWnlrcPirefzeLEIBSbzelhx 3-5-93-5-9 7-1-1 7-413 14-1-3 114-4-15 3-7-84,311 18-0-7 0.3.13 6-8-6 0.24/ 3-7-8 21-6-0i 22$0 0-1-13 3-5-'99 1-0.0 4x6 Scale=1:39.0 5x8 3 11 12 13 LI 14 fer 8.00 12 2x4 I _ 2 2x4 it, 5 1 MOM I I--- 6 ob 15 16 17---- - — ---- ` 7 i� 3x6 22 23 10 9 18 19 20 8 21 3x8= 3x44x6= = 3x6 i 7-1-1 14-4-15 71 7-3.15 -- 21-6-0-1 --� Plate Offsets(X.10— [3:0 28.0 1-1].[4:0-2-8.0-2-0] 7-1-1 LOADING(psf) SPACING- 2-0-0 TCLL 25.0CSI. DEFL. in (lac) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.74 Vert(LL) 0.05 8-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.09 8-10 >999 180 BCLL 0.0" Rep Stress Incr NO WB 0.12 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 LUMBER- Code IBC2012/TPI2007 (Matrix) Weight 234 Ib FT=10°k TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except WEBS 2x4 DF Std G 2-0-0 oc purlins(6-0-0 max.):3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 REACTIONS. (lb/size) 1=1833/0-5-8,6=1916/0-5-8 Ql two pit Max Horz 1=-146(LC 22) NGINEF d', Max Uplift 1=-1068(LC 8),6=-1107(LC 9) �� {G 9 ‘f.0, ct. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 89782 P E r TOP CHORD 1-2=2870/1810,2-3=-2774/1856,3-11=-2337/1669,11-12=-2337/1669, 12-13=2337/1669,13-14=-2337/1669,4-14=2337/1669,4-5=-276711854, 5-6=-2860/1805 BOT CHORD 1-15=-1477/2283,15-16=-1477/2283,16-17=1477/2283,10-17=1477/2283, 9-10=-1487/2332,9-18=1487/2332,18-19=1487/2332,19-20=-1487/2332, 7".0.�,�,OREGON 0^�" 8-20=-1487/2332,8-21=1368/2272,21-22=1368/2272,22-23=-1368/2272, �1`qRY 1" Jc‹, 6-23=-1368/2272 ,1 WEBS 2-10=-378/373,3-10=0/570,4-8=0/566,5-8=-378/370 AA UL R� 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 0-5-0 oc. EXPIRES: 12/31/2016 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.OpsF h=25ft;Cat.II;Exp B;enclosed;MWFRS PAUL RI (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs OF non-concurrent with other live loads. / rr _ G'� 6)Provide adequate drainage to prevent water ponding. ;' O 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • % / 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 1 fit between the bottom chord and any other members. '/ 9)A plate rating reduction of 20%has been applied for the green lumber members. �+QO� Ij 976 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) � 1=1068,6=1107. •0'431., STES- 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �ONALG 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 March 4,2016 A WARNING-Vert*design penumbra bra and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 1111-7473 rev.10,%Y20f5 BEFORE USE. Design valid for use only with MTeAe connectors.This design is based onlyuponMOM a truss system.Before use,the building designer must verifythe sign arars parametersersand and is for an individualincorporatethishilding component,not building design.Bracing indicated is to individual ss sy web and/rchord members properly Additional pdesignyinto the overall preventbuceewi ofopossible rsoweband/dreope mdamagonly. udance 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 buss systems,see ANSI(rell Qualify Cr terla D59.89 and BCSI BuNdin ,.....,.,,, g Component 250 Mug Circle Job --------------- Truss —_- Truss Type Qty Ply Ply Wilshire Homes-3453 Cokeley -- --- ---------------- 81600707 F01 CALIFORNIA GIRDER K1781311 1 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s NOTES- SeID:MEIa11vw918VM?RnY5D 29 15 MiTek Industries,Inc. Fri Mar 04 08:00:18 2016 Page 2 kwzeas3-oM1 rsmll LRISh7svSRwFWnlrcPirefzeLEiBSbzeLhx 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)470 lb down and 639 lb up at 7-2-13,189 lb down and 210 lb up at 8-0-12, 231 lb down and 269 lb up at 10-0-12,231 lb down and 269 lb up at 11-5-4,and 189 lb down and 210 lb up at 13-5-4,and 470 lb down and 639 lb up at 14-3-3 on top chord, and 73 lb down at 2-0-12,74 lb down at 4-0-12,74 lb down at 6-0-12,74 lb down at 8-0-12,74 lb down at 10-0-12,74 lb down at 11-5-4,74 lb down at 13-5-4,74 lb down at 15-5-4,and 74 lb down at 17-5-4,and 73 lb down at 19-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-7=-64,1-6=-20 Concentrated Loads(Ib) Vert:3=-463(F)4=-463(F)9=-37(F)11=-187 12=-117 13=-117 14=-187 15=-37(F)16=-37(F)17=-37(F)18=-37(F)19=-37(F)20=-37(F)21=-37(F)22=-37(F)23=-37(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M&7479 rev.10AW2015 BEFORE USE, Design valid for use only with M7ekrS connectors.This design is based onlyupon �� a truss system.Before use,the building designer must verilythea o parameters eters a d properly is for yn icoipo at bung gnmovert building design.Bracing indicated is to prevent buckling of individual truss web a and/nora chord embers only.Additional incorporate s designyinto the overall is always required for stability and to prevent collapse with possible personal injury and Posand permanent bracing y� fabrication_storage_delivery,erection and bracing of trusses and truss systems,see AN guo Cha DSII-89eneral gand SCSI 6s6dle9 regarding the Component 5M0 lek* �.......� 250 IOug Circle Job Truss Truss Type -- Qty Ply Wilshire Homes-3453 Cokeley B1600707 F02 California 1 1 K1781312 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:19 2016 Page 1 1¢] °0.-g5 Ela11vw916-9-1 Y5DSkwzeas3-GYbD36121.8-0 HR6T8RU3_g7Lo7CN4roZuRke2zeLhw H._ --- --1-- 41148 0- 1$8 10 135 16-9-7 — 4-10-8 i 218A 4-8.9 --H -1 4x6 G 5x8 Scale=1:44.0 3 el fr a� 141 8.00 Fii 2x4 Q 12 1' 13 2x4 i 2 5 *y 11 W1' II 14 1 �� immomini 6 Ca 10 `I I$ 3x8= 9 8 354= 3x8 = 3x4= 4x6 = F------- 9-7-111-10-15 i i 21-6-0 2-3-15 Plate Offsets tX.YI– rro B D 2,$) [a. •Q.0,24)144;_¢2_4,0_2..01 9-7-1j[42_.a2 0) LOADING(psf) ----- -- ---- —_ TCLL 25.0 SPACING- 2-0-0 CSI. (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.30 DEFL. in (lac) Udefl lid PLATES GRIP Lumber DOL 1.15 BC 0.43 Vert(LL) -0.14 6-8 >999 240 MT20 220/195 TCDL 7.0 Vert(TL) -0.44 6-8 >570 180 BCLL 0.0 • Rep Stress Incr YES WB 0.20 Code IBC2012/TPI2007 Horz(TL) 0.04 6 n/a Na BCDL 10.0 (Matrix) LUMBER- Weight:109 lb FT=10% TOP CHORD 2x4 DF No.1$Btr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins,except WEBS 2x4 DF Std G 2-0-0 oc purlins(6-0-0 max.):3-4. BOT CHORD Rigid ceiling directly applied or 9-5-7. •....4._,411 f. MiTek recommends that Stabili ?' - +- , 1•► be installed during truss e= '. c0 _`�, , �4, REACTIONS. (lb/size) 1=1038/0-5-8,6=1121/0.5 8 _Installation guide. C.0 �J'vik\ Max Horz 1=19a(LC 26) i" 89782PE Max Uplift 1=-334(LC 10),6=-372(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-1521/556,2-11=-1391/575,2-12=-1262/493,3-12=-1155/512,3-4=970/482, 4-13=-1151/507,5-13=-1258/488,5-14=-1384/563,6-14=1514/544 a yy OREGON o:•`' BOT CHORD 1-10=-492/1210,9-10=-492/1210,8-9=-263/987,6-8=-350/1200 WEBS 2-9=-345/277,3-9=-59/304,4-8=-74/304,5.8=-343/273 914 y�qRY 15 2�QQ' NOTES- '1 OAU` rt 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 5-5-14,Exterior(2)5-5-14 to 16-0-2,Interior(1) 16-0-2 to 19-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 EXPIRES: 12/31/2016 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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PAUL 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,�' fit between the bottom chord and any other members. O�WASA, �f+_ 7)A plate rating reduction of 20%has been applied for the green lumber members. @• /111111 or`W `Y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=lb)1=334, �" ' ��O 6=372. `Ey_,.- x 9)*Fix heels only"Member end fixity model was used in the analysis and design of this truss. •�/ 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)156 lb down and 229 lb up at •i 51976 9-8-13,and 156 lb down and 229 lb up at 11-9-3 on top chord. The desigrVselection of such connection device(s)is the responsibility �0,�AGISTEIt� of others. G, 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / 11 �i` SS LOAD CASE(S) Standard ONALE G Continued on page 2 March 4,2016 A WARNING-Veiny dgslyo parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE Ma-74731w.10103/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based onlyupon �� a truss system.Before use,the building designer must verify the applicabilty of designnmarars parameterseand p is for an individualpratthishilding component,overall not building design.Bracing indicated is tohord me property incorporate design into the is alwaysrequiredprevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Cleanly Criteria,058.89 and SCSI Building C Com poneM 250 Mug Cirae Job Truss Truss Type —45 Qty Ply Wilshire HHomes-3453 Cokeley -- --- ---- 81600707 F02 Califomia 1 1 K1781312 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:19 2016 Page 2 ID:MEIa 11vw918VM?RnYSDSkwzeas3-GYbD36116kgJI HR678RU3_g7Lo7CN4roZuRke2zeLhw LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(p0) Vert:1-3=64,3-4=-64,4-7=-64,1-6=-20 Concentrated Loads(Ib) Vert:3=-156(F)4=-156(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE YLL7173rev,10g9/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking 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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/r/It Quality Media,DSB-89 and SCSI Building Component 250 Mug Circle Job ---------- -------- T� Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 F03 Common 1 1 K1781313 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:19 2016 Page 1 ID:MEIai1 -1M?RnYSDSkwzeas3-GYbD361f6kgJIHR678RU3_g7do1DN4WoZuRke2zeLhw f Baa-n_—_ 5-4-8 5-4-8 ----F- —--156-4-8-8-----I -- —.21-6-0 -I 5-4-8 454= Scale=1:48.5 3 ful 8.00 12 lilt )111 2x4\\ 2x4// 2 4 • '1. / 9 12 a 1 5 sr _' 82 7 13 14 6 ...-3 Iq 3x4= 3x4= 3x4 = 3x4= 3x4= I 7-2-0 Plate Offsets(X,y [3:0-2-0,0-1-12] 7-2-0 1420 420 I 212-0 { LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate GripDOL 1.15 TC 0.28 Vert(LL) -0.09 6 8 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.17 6-8 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 5 Na Na BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:98 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra inn. WEBS 2x4 DF Std G MiTek recommends that Stabilize- 1 r�!,z:',„,,....-;,;;;;.! be installed during truss erectio .+ - ,�q Installation guide. 4j • f �� REACTIONS. (lb/size) 1=884/0-5-8,5=884/0-5-8 �� (`N FR 0 Max Horz 1=-208(LC 6) ?i Max Uplift 1=182(LC 10),5=-182(LC 11) 89782 PE -9r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-1269/292,2-9=-1119/306,2-10=-1139/347,3-10=-1021/358,3-11=-1021/358, 4-11=1139/347,4-12=-1119/306,5-12=-1269/292 40 BOT CHORD 1-8=277/1084,7-8=-59/678,7-13=-59/678,13-14=-59/678,6-14=-59/678, 9,,`OREGON �:% 5-6=-172/991 WEBS 3-6=-196/572,4-6=-333/287,3-8=-196/571,2-8=-333/287 9.9 �'9RY 1� 2�QQ NOTES- 1) pA U L �,� Wind:ASCE 7-10;Vu@=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;endosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-9-0,Exterior(2)7-9-0 to 10-9-0,Interior(1)13-9-0 to 18-3-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate EXPIRES: 12/31/2016 grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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,with BCDL=10.0psf. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=182, O'f WASIr, 5=182. 'W 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. / QJ 'try1. A 4-7 r it 4, 51976 w� +04, 4?GIST'E0 4' ...S's IONALvo March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABTEK REFERENCE PAGE Ata-7473 roe 164/9015 BEFORE USE. 1411 a� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design into the overall . budding design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiT®k" fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle 1 Job_..---- ----- - Truss --- -- Truss Type -- -- ------ -- -- - ---- -------- - Qty Ply Wilshire Homes-3453 Cokeley B1600707 G01 Jack-Open Girder 1 1 K1781314 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:20 2016 Page 1 ID:ME1a 11vw918VM7RnY50Skwzeas3-k19bHSJIt2yAwR0lZsyjbCNKWCMz6aGxoYBIAUzeLhv l-- 14)0---i-- -- 24-13 1-0.0 2-4-13 I --- 1-3�. --- __I (RED PROF�s 3 Scale=1:13.8 �.5 GIN �/0 f �, 2 Q 89782PE v1-- 8.00 r2 9+°REIN ooh ,... -1, 4'9RY 15 2 Q- �PAUL %., 2 EXPIRES: 12/ 1/2016 il - 1 LJ A I 1 5 4 W. LUS24 2x4= I __ 2-4-1 24113 4-0-0 2-4-1 .0- 012 1-7-3 LOADING(ast) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.03 2-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a Ma BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 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) 3=45/Mechanical,2=206/0-5-8,4=37/Mechanical Installation guide. Max Horz 2=96(LC 8) Max Uplift3=-53(LC 8),2=-39(LC 8) Max Gray 3=53(LC 16),2=233(LC 14),4=74(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. YAUL 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect RIp truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. p�,W 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0� 0 "_--, LOAD CASE(S) Standard • • j�a� �., 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Crr / , Uniform Loads(pif) Vert:1-3=-64,2-4=-20 ��j+ 51976 4 Concentrated Loads(lb) G� Vert:5=1(B) �+{' �4GISTEg� �'''S1UNAL. March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE WI.7473 rev.10/03/2015 BEFORE USE. 1111111, 1 Design valid for use only with Mitek5 connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicabitty of design parameters and properly incorporate buildingtlonal this design into the overall design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiT®k` fabrication_storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1141 Qualify Cdteda,DSB-89 and SCSI Bending Component •-•-••. 250 qua Cirde Job ------------------------- Truss Truss Type — — Qty Ply Wilshire Homes-3453 Cokeley 81600707 G02 Monopitch 6 1 1(1781315 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:21 2016 Page 1 ID:ME1alIvw918VM7RnY5DSkwzeas3-Cxj_UoKweM41YbbU7ZTy8PWW6cmCrt W51CwriwzeLhu I1 �— — 2-0-0 I -0-0 2-0-0 Scale=1:12.6 2x4 II 4 • "�9 -13I N pts�� 0NGINEF9FiO2MI �" 89782PE91-011111211111111114°11111'-41111111111111: W. 6 *,,11+4,„OREGON >\' gRY AS0 Nr �P it PAUL R 2x4— 2x4 II 5 EXPIRES: 12/31/2016 F 24)=0 H 2-0-0 LOADING(psf) TCLL 25,0 SPACING- 2-0-0 CSI. DEFL. in (lac) 'Met] Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF Std G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except WEBS 2x4 DF Std G end verticals. 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. (Ib/size) 2=167/0-5-8,5=64/Mechanical Installation guide. Max Horz 2=85(LC 10) Max Uplift2=-45(LC 10),5=-33(LC 10) Max Grav2=184(LC 16),5=69(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l4Omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. pAUL RI` ��o,t wAS �.� i. ♦ . * . �7r ro� 51976, q4 O�Lt'�4'GISTft SSjONAL - March 4,2016 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 me 1W03r2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only ' 9upond sign -,4 t .sh •aisforcomponent,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 D{ Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ml lake f.amobrication_storage,delive ,uerecrion aid,br.ac.n,g of"r,u"sseand.russ sys.twem„, ee_ANSP11 Oually Criteria,DS89 and SCSI Building Component 250 Klug Clyde ---------------- Job Truss Truss Type ----_- -- Qty Ply Wilshire Homes-3453 Cokeley -- --------- B1600707 G03 Monopitch 2 1 K1781316 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:21 2016 Page 1 ID:MEla 7 Nw918VM?RnYSDSkwzeas3-Cxj_,UoKweM41 YbbU7ZTy8PvNNEr1 z51 CwriwzeLhu I- 11-0x-0 —4 — —. 4-0-0 ----i 4-0-0 2x4 11 4 Scale=1:19.4 3 8.00 1-1-2- G. O PRQFFS �NGINFF.q s/0 c4, 'L 89782PE 91' <i 2 40 $i (....174t/ ,y OREGON ©N Q 1 IJ 1 ;; 6 '9,9�4PY1�;�P UL 2x4= 5 zo II EXPIRES: 12/31/2016 I AALo- -1 4-0-o LOADING(Po TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.03 2-6 >999 180 BCLL 0,0• Rep Stress Inca YES WB 0.04 Horz(TL) 0.00 Na Na BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceilingdire WEBS 2x4 DF Std G 9 �Y 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=238/0-5-8,6=157/Mechanical Installation guide. Max Horz 2e144(LC 10) Max Uplift2=-40(LC 10),6=-87(LC 10) Max Gray 2=238(LC 1),6=168(LC 18) FORCES. (lb)-Max.CompiMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psi on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. PAUL RIL OgWAsith,.c 1'l'• �9 4,r �/1) 51976 q, `, 3,��'cts t s'IONALS March 4,2016 I A WARNING-Verify design param.tem and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGEMII.7479 rev.10/O3/2015 BEFORE USE 12 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 bucking of individual inns web and/or chord members only.Additional temporary and permanent bracing MI Is always required for stability and to prevent collapse with possible personal injury and property damage.Far general guidance regarding the MiTele fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP17 QualityGiteda,DS0-89 and SCSI Building Component 250 Cirde --- --------- Job Truss _- --- Truss Type Qty Ply Wilshire Homes-3453 Cokeley -- - B1600707 HRAI Corner Rafter 1 1 K1781317 ProBuild Beaverton Truss, Beaverton,oR 97007 ob Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:22 2016 Page 1 3$ 78 10 ID:MEIa1lvw918VM7RnY5DSkwzeas3-g7HMi8LYPfCu9kAhhG7BhdSa707haUlEFrgOEMzeLht 1 -8�-- 7-6-10 --H.-- 1Q-3-10-�_.- —1- --1--- 18-11-4 1 2-8-15 7 Scale=1:55.8 1' 6 6 12 3x4 5 j 3x4 ' 4 3x4-i fy �p 6.25[12 3 d 3x4 i d> 11 .- 10 C" � 3x4 3x4 i 90. 3x4% 8 i p 1 `i F- - 78-10 7 1 7$10 Plate Offsets(X.Y)- 12:0-1-0.Edgej — —— -- ---- — LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.13 5-6 >484 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.15 5-6 >403 180 BCLL 0.0 • Rep Stress lncr NO WB 0.00 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:44 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1$Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bre..'... MiTek recommends that Stabilize i rail?•$°••-.,,L%;,:! In installed g truss erectio�\�:. ._�; F9 REACTIONS. All bearings 0-1-15 except(jt=length)2=0-6-1,3=0-4-0,7=Mechanical. Installation guide. (Ib)- Max Holz 2=466(LC 10) 29 Max Uplift All uplift 100 lb or less at joint(s)7 except 2=-102(LC 6),3=-330(LC 10), 89782 P E �' 5-185(LC 10),6-210(LC 10) Max Gray All reactions 250 lb or less at joint(s)7 except 2=278(LC 35),3=311(LC 1),5=269(LC 16),6=437(LC 16) c. 40 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4 - ,OREGON oN. TOP CHORD 2-8=-489/103,8-9=-443/77,9 10=-389/60,10-11=-398/55,3-11=424/111,3-4=-264/24, 4-5=-260/429i9 G'9RY 5 �' ,QQ NOTES- 1) /JA U L �a Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 EXPIRES: 12/31/2016 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)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity 'AUL jr?,, of bearing surface. ":0-f wASk �+(+8)Provide mechanical connection(by others)of truss to bearing plate at joints)5,6. /'A 'W Y 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb)2=102 /ZC!'-io. 'A 3=330,5=185,6=210. `ESI , 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Hanger(s)or other connection device(s)shall be provided sufficient to su ` pport concentrated Iced(s)79 Ib down and 64 lb up at 2-6-2, ,rr 100 lb down and 82 lb up at 3-1-12,and 111 lb down and 123 lb up at 5-0-14,and 143 lb down and 152 lb up at 6-1-12 on top chord. �O 51976 4%'''The design/selection of such connection device(s)is the responsibility of others. �FGI$1 gR� 13)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building s designer shall verify that this parameter fits with the intended use of this component. `r/0/4ALE�G 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). t c.�'Aff' It E?andard March 4,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEwI.7473 ret.1G03/2015 BEFORE USE. l Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o 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 properly damage.For general guidance regarding the MiTekg fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(rPI1(ivaily Canada,DSB-89 and SCSI Building Component •_._....-._-r.__ _.._,_u_u__.___n._._:__.:...._-,...: _.,..,;._.,,., 250 Klug Circle • Job ---Truss -- --Truss Type--- ---------------- ---- — ------- Qty Ply Wilshire Homes-3453 Cokeley 81600707 HRA1 Corner Rafter 1 1 K1781317 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 sSep 29 2015 MiTek Industries, ID:MEIa11vw918VM1RnY5DSkwzeas3-g7HM8 Y u9nkAhhG?BhdSa707haUiEFrgOEFri Mar 04 08:00:22 2016 M Page LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-7=-64 Concentrated Loads(lb) Vert:8=51(B)9=58(F)10=-7(B)11=-29(F) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mq-7473 m:10/3.2oiS BEFORE USE, Design varid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an individual buildingcomponent, a truss system.Before use,the building designer must verity the applicability of design parameters and poteno not building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional tem this designyinto the overall is always required for stability and to prevent collapse with possible personal injury and property temporary and permanent bracing MiT®k` fabrication_storage_delivery,erection and bracing of trusses and truss systems,see N /TPI1damage.For general guidance regarding the ANSI(TPI1 Qua81y Crearb,DSB-89 and BCSI Building Com potent 250 pug Circle JobTruss------- Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 HRA2 CORNER RAFTER K1781318 1 1 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:22 2016 Page 1 ID:MEIa11vw918VM?RnY5DSkwzeas3-g7HMi8LYPfCu9k,hhG?BhdSWg07haUlEFrgOEMzeLht 138 7-7-0 -- 10-3-15 ._. 1-3-6�- -- 7-7-0 --F 2-8-15 � 15.5 5-1-8 ---i--. 18.1 L-10 � 3-6-3 7 Scale=1:55.8 I; a 14 6 13 3x4-.-.:- 5 5 i 4 12 6.25 12 6x8% 3 1s 3x10% 11 d 3x10 10 tf 8 6x8% 8 9 J 1 /1601. I 7-7-0 7- 18-11-10 7-7.0 Plateets(X Y)= '0 1 4 Fri94j I� r uan 0•-0 11-2-10 —� LOADING(psf) — — — TCLL P5,0 SPACING- 2-0-0 CSI. DEFL. in floc) l/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.21 2-3 >453 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.28 2-3 >333 180 BCLL 0.0+ Rep Stress lncr NO WB 0.00 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IBC2012/Tp12007 (Matrix) Weight 44 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra:•• MiTek recommends that Stabilize 1_re be installed during truss erectio •' • REACTIONS. All bearings 0-1-15 except(it=lenInstallation guide. �� -� N FR ►� (Ib)- Max Holz 2=467(LC 10) )2-0 6 6'3=0 4-0,7=Mechanical. �"b-____ Max Uplift All uplift 100 lb or less at joint(s)7 except 2=-155(LC 6),3=-328(LC 10), 89782 P E 9 5=-203(LC 10),6=-225(LC 10) Max Gray All reactions 250 lb or less at joint(s)7 except 2=571(LC 1),3=445(LC 1), 5=273(LC 27),6=449(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .iv -9+OREGON Z'�� TOP CHORD 2-8=-524/127,8-9=-477/101,9-10=-409/93,10-11=-427/142,3-11=-421/155, 3-4=270/25,4-12=-265/33,5-12=-262/43 '7.9`G 4 15 2 ,Q�` NOTES- '1 PAUL fk\J 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 EXPIRES: 12✓31/2016 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. PAUL 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity qfg S of bearing surface. O� A 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. ' �O 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) ' - .t'` i . / 2=155,3=328,5=203,6=225. ,\ • 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5,6. CCC3 • 12)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. ,. `� 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 64 Ib up at 2-6-8, vJ+ 51976 �j4 544 lb down and 199 Ib up at 3-2-2,111 lb down and 123 Ib up at 5-1-4,69 lb down and 291 lb up at 6-4-8,45 lb down and 45 lb up 't �''GI at 9-6-15,and 65 ib down and 66 lb up at 12-9-6,and 9 lb down and 8 lb up at 15-11-13 on top chord. The design/selection of such •e'ss, S1 BR.,.,,ICS'' connection device(s)is the responsibility of others. I0NAL 14)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building Con des designer pager that this parameter fits with the intended use of this component. March 4,2016 A WARNING-Verify design pwemeters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 4111-7473 my.1003/2015 BEFORE USE. t Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on individual buildingcomponent, __ a truss system.Before use,the building designer must verify the applicability of design parameters and poteno not . building design.Bracingindicated is tos properly Additional incorporate this design into the overall is alwaysprevent apse bucking of individual tons web and/or chord members only.Additional temporary and permanent bracing required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MTek` fabrication_storage_delivery,erection and bracing of tenses and truss systems,see AN51/1P11 Quails Criteria,055.89 and SCSI Building Component ,.�. .� r._ �_ 250 Klug Circle JobTruss -------------- _ Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 HRA2 CORNER RAFTER 1 1 K1781318 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:23 2016 Page 2 NOTES- ID:MEIa11vw918VM?RnYSDSkwzeas3-8KrkvTMAAzKInultE_WQDq?haQTwJx?OUVPynpzeLhs 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:1-7=-64 Concentrated Loads(Ib) Vert 8=51(F)9=-488(B)10=-7(F)11=86(8)12=0(B)13=0(B)14=-9(B) A WARNING-Verily design nonmetals and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MS.7473 rev.5093/2015 BEFORE USE. =gm Design valid for use only with Mild*connectors.This design is based only upon parameters shown,and is for an individual buildingco a truss system.Before use,the building designer must verify the applicability of design parameters and property Inc component,o not building design.Bracing indicated is toincorporate to t ps design into the overall is alwaysrequiredprevententco buckling of possibleipersonal truss web and/or chord membersamonly. generalnonguemporary and ng asanent bracing for stability and to prevent collapse with injury and property damage.For guidance regarding the M 7eke fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI{TPIt Quality Criteria,OSB•89 and BCSI Building Component 250 Klug Circe Job ---------- Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 HRA3 Rafter 1 1 K1781319 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:23 2016 Page 1 ID:MEIa1Nw918VM?RnY5DSkwzeas3-8KrkvTMAA7JenultE WQDq?s5QTwJx?OUVPynpzeLhs I— --- -- 5-5-10 5-5-10 ---------.-.------------ -1 4 Scale=1:16.6 i / 6.25 12 3 i ED PROF 5 4c3 IN u/O 2 8'-782P { 2 f 40 0•0004 *4"C..1146, ,y O"EGON ON '9,9,�9..Y 15 el,4 UL pi��1 EXPIRES: 12/31/2016 i 1-6-13 1 42_&______ _ , 1-6-13 0-0-12 2-6-12 0 r.12 1-2-9 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 2-3 >999 240 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(TL) 0.01 2-3 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins. 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=199/Mechanical,3=150/Mechanical Installation guide. Max Horz 2=118(LC 12) Max Uplift2=-75(LC 12),3=-105(LC 12) Max Grav2=199(LC 1),3=181(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3=105. 8)"Fix heels only Member end fixity model was used in the analysis and design of this truss. OF "' '3 _ 't 51976 wrda `It,,,�•'QrsTEi� ssIONALVI�j March 4,2016 II I A WARNING-Verify design perameNn and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGEN&7479 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not * a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTeK fabrication storage,delivery,erection and bracing of trusses and truss systems,see ANSI(rt It ouaBy CAferia 059-69 and SCSI Bonding Component .�..r 250 Klug Circle Job TrussTruss Type - -------- ------ ---------- Qty Ply Wilshire Homes-3453 Cokeley 81800707 HRB1 Corner Rafter 1 1 K1781320 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 a Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:24 2016 Page 1 ID:MEIa11vw918VM7RnY5DSkwzeas3cWP66pMoxHScP2K3oh 1fm2Yylpo920FXj99VJFzeLhr +----------1-3-6 7410--- 1---10.3-1Q----F-- - 15-5-1 i 19-0-10 -H 2-8-15 5-1-8 3-7-9 7 Scale=1:56.1 Iv 3x8% 6 14 13 5 .13 6.2512 3x4% 124 3x4 i N 3 3x4 G 11 r,,,, 3x4% 10 3x4% 9 3x4 8 G i 2z. J 1 ._ I 7-6-10 7-71t10 7-6-10 0-1'-0 Plate Offsets(X.Y)—[2:0.1-0.Edae)— —__-- LOADING(psf) SPACING. 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP (Roof TCLL 5.0) Plate Grip DOL t15 TC 0.41 Vert(LL) -0.10 4-6 >643 240 MT20 220/195 TCDLSnow=25�O Lumber DOL 1.15 BC 0.00 Vert((TL) -0.12 4-6 >512 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:44 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18 Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra:.• MiTek recommends that Stabilize G .1. -',F: be installed during truss erectio :� - -.;�y - Installation guide. �\pj�~� N i / REACTIONS. All bearings 0-1-15 except(jt=length)2=0-6-1,7=Mechanical. 9 0 (Ib)- Max Holz 2=469(LC 10) 2.9 Max Uplift All uplift 100 lb or less at joint(s)2,7 except 3=-342(LC 10), 44 • 89782 P E �" 4=-210(LC 10),6=-239(LC 10) Max Gray All reactions 250 lb or less at joint(s)7 except 2=276(LC 35),3=316(LC 1),4=251(LC 16),6=379(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. s-ri OREGON 0'�� TOP CHORD 2-8=493/101,8-9=-444/75,9-10=-390/50,10-11=-403/57,3-11=-431/113, 1/9b4_ 99 (�'9RY 15 2�QQ' 3-12=-274/34,4-12=-266/44 �°A U L RAJ NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 EXPIRES: 12/31/2016 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)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity • of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6. ev WAS 4 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,7 except(jt=lb) i .,a0 3=342,4=210,6=239. / p 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. s / 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 64 lb up at 2-6-2, A ;rt. 100 lb down and 82 lb up at 3-1-12,111 lb down and 123 lb up at 5-0-14,147 lb down and 160 lb up at 6-4-3,45 lb down and 45 lb .4k" 100 'sm'9 up at 9-6-9,and 65 lb down and 66 lb up at 12-9-0,and 112 lb down and 110 lb up at 14-1-13 on top chord. The design/selection of �.t�s�GISTEg� 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 total load deflection. The building SIONLI AL' designer shall verify that this parameter fits with the intended use of this component. C14)In thee LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). continued on page March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED!SIIEI<REFERENCE PAGE 5111.7473 rev.10/03/2015 BEFORE USE -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not ��' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing � is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M11®k, fabricafion_storage, erectbn and bracing delivery, of trusses and truss systems,see ANSI/Ip11 Quality Criteria DSB-59 and SCSI Iulldin •�� .-.- �._ _ �_ ,,. 9 Component 250 Mug Citrin 1 Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81600707 HRB1 Corner Rafter 1 1 K1781320 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:24 2016 Page 2 ID:MEIa11vw918VMTRnYSDSkwzeas3-cWP66pMoxHScP2K3oh 1 fm2Yylpo920FX199VJFzeLhr LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-7=-64 Concentrated Loads(Ib) Vert:8=51(B)9=58(F)10=-7(B)11—35(F)14=11(F) A WARNING-Verify design peramerera and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1011.7473 rev.10g3/2015 BEFORE USE. Design valid for use only with MTek®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 MiTek9 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(rPfl Quality Wester DSI-I9 and ICSI Building Component 250 Klug Circle Job — ------ ------- Truss ----- ------------- Truss Type Qty Ply Wilshire Homes-3453 Cokeley — — 81600707 HRB2 Rafter 1 1 K1781321 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:24 2016 Page 1 I D:MEIa 1 Ivw918VM?RnYSDSkwzeas3cW P66pMoxHScP2K3oh 1 fm2Y1 Apo920FX)99VJ FzeLhr I0�6.9 I ----- ------ 7-0-9_ --.._.----H 6-6-0 5 Scale=1:21.7 6.25 12 4 .-. D PROFF 78 S . . NGI NEF9�'i0 2 3 L4 89782PE -9r 6 1.1 IT 9,L OAEGON Ooh 2 � 99� PAUl 0�P� 1 il a EXPIRES: 12/31/2016 I 3-4-1 I 5-8-12 5+8 7-0-9 3-4-1 2-4-12 0-d-12 1-3-1 LOADING(Iso TCLL 25,0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 2-3 >999 240 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 2-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=131/Mechanical,3=136/0-1-15,4=184/Mechanical Installation guide. Max Horz 2=158(LC 12) Max Uplift2=-11(LC 12),3=-107(LC 12),4=-126(LC 12) Max Grav 2=131(LC 1),3=136(LC 1),4=233(LC 18) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-9,Exterior(2)4-0-9 to 7-0-9 zone;cantilever 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 psi(flat roof snow);Category II;Exp B;Fully Exp.;Ct=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)Refer to girder(s)for truss to truss connections. 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 joints)2 except(jt=lb)3=107 ,4=126. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. l of WAs , . 11 v'/ �p ,,' ,(p �'ISTEW" c' �SS4I0NALS�G March 4,2016 A WARNING-Verify desk's)parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev.1W03/2015 BEFORE USE. , Design valid for use only with MTek5 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M Tek' fabrication_storage_delNery,erection and bracing of trusses and truss systems,see ANSI{rQuasty Criteria 051.89 and SCSI Building Component Pil .�. .� r._ 250 Klug Circle w Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 8180D707 HRFK1781322 Corner Rafter 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:25 2016 Page 1 ID:MEIa 11vw918VM?RnY5DSkwzeas3-51yUK9NQiaaSOCvGMPYuIF46FD8OnArgypu3rhzeLhq I 1 I— 9-5-6 12-10-7— ��3 9-5-6 0-1-111— 3-2-7 b b 13 5 Scale=1:41.0 4 I; 0 o 3x66 0 i 12 3 6.25 12 11 3x6 10 i i • 3xe i 9 ire 8 ; 3x6 a5 f ! 7 3x6 8 3x6 2 1 1.131. IIMI I — 9-58 I 9-5-6 Plate Offsets(X.Y)-[2:0-1-0.Edge].[3:0-1-0.0-1-8] _ TC LOADING(psf) 5.0 SPACING- 2-0-0 CSI. DEFL. in floc) 1/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.46 Vert(LL) 0.38 2-3 >302 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) 0.35 2-3 >333 180 BCLL 0.0 •• Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:38 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra.'.. MiTek recommends that Stabilize •1 reR ., be installed during truss erecti• ' • ' Installation guide. ,-„<3 04-•' '/ REACTIONS. (lb/size) 2=332/0-r1,3=586/0-2-6,4=199/0-2-6 ( f F9 172 Max Horz 2=341(LC 27) �l,V Max Uplift2=-184(LC 6),3=634(LC 10),4=-185(LC 10) 89782PE Max Gray 2=334(LC 16),3=668(LC 16),4=259(LC 16) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-361/117,6-7=-316/95,7-8=-262/67,10-11=-291/140,3-11=-287/144 NOTES- 92 OREGON o,,h il, Q' 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf,h=25f;Cat.II;Exp B;enclosed;MWFRS 99 �'9RY -15iQ (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 /U 9t 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 A U L 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed fora 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: 12/31/2016 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/7P11 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)3,4. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=184, yAUL 3eve4=185. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. OV WASp, �� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �V 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)77 lb down and 90 lb up at 2-6-2, � '�- I Rf0 • 103 lb down and 87 lb up at 3-1-12,109 lb down and 121 lb up at 5-0-14,149 lb down and 163 lb up at 6-4-3,142 lb down and 177 I. '` g- V:• 1, • up at 7-7-10,and 189 lb down and 210 lb up at 10-2-5,and 70 lb down and 77 lb up at 12-9-1 on top chord. The design/selection of - "IP ' such connection device(s)is the responsibility of others. \ 12)This truss does not include any time dependant deformation for long term loading(creep)in the total load deflection. The building .0 4'/ designer shall verify that this parameter fits with the intended use of this component. 1:1 , 51976 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0�4 �L'GISTERp, 5, LOAD CASE(S) Standard s`"40NAL G Continued on page 2 March 4,2016 A WARNING-Verify design pompons,*ra and READ NOTES ON THIS AND INCLUDED TEK REFERENCE PAGE MII.7479 rev.1W03/2015 BEFORE USE. o Design valid for use only with MiTeid9 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 applicabtity 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{r911 Quality Criteria DSS-89 and SCSI Building Component 250 Klug Circle Job ----- ------------ Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley — — B1600707 HRF Corner Rafter 2 1 K1781322 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:25 2016 Page 2 ID:MEIa 1Ivw918VM?RnYSDSkwzeas3-51yUK9NOiaaSOCvGMPYu IF46FD8OnrVgypu3rhzeLhq LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64 Concentrated Loads(Ib) Vert:6=70(F)7=44(B)8=4(F)9=-44(B)10=-52(F)12=-187 A WARNING-VenYy design parameters and READ NOTES ON THIS AND INCLUDED BNTEK REFERENCE PAGE ANI-7473 rev.1&63r2015 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 o 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 MTek` fabrication_storage_delivery,erection and bracing of trusses and truss systems,see ANsittim Googly aterla .j. .� r._ � �_ DSB-ee and SCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81800707 HRG K1781323 Rafter 1 1 Job Reference(optional) ProBulid Beaverton Truss, Beaverton,oR 97007 7.640 a Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:25 2016 Page 1 ID:MEIa 1 Ivw918VM4RnY5DSkwzeas3-5iyUK9NQiaaSOCvGMPYulF4CMD8OnrVgypu3rhzeLhq H � ---A � ----- ---— — 4-11-15--- 4-11-15 ------- 1-3-6 ��4V P'Open 3x4 3 Scale=1:18.8 ANG I N F,9 /c 3x4 i� 8978'PE 91- � 8.2552 5 3x4 4 S 74,ORE CON oNhQ' v "9q G'9RY 5 2 4., 3x4 N /r /'A U �\J 0 a 2 EXPIRES: 11/2016 1 IIIIM LIPIAM I— _ 4-11-15 4-11-15 ate Offsets(X.Y)- 12;0-1-0.Edgej ______ — -- LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.02 2-3 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 2-3 >999 180 BCLL 0.0` Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012!TP12007 (Matrix) Weight:18 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. 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) 3=99/Mechanical,2=209/0-6-1 Max Horz 2=135(LC 10) Max Uplift3=114(LC 10),2=-108(LC 10) Max Gray 3=114(LC 16),2=210(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult--140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 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)Refer to girder(s)for truss to truss connections. 7)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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=114, 2=108. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. PAUL y 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)78 lb down and 77 lb up at 2-6-2, oVp,,C and 100 lb down and 85 lb up at 3-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. .. 999 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / -ago.-- �o LOAD CASE(S) Standard •• l rj �' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 \ • Uniform Loads(plf) ?/ Vert:1-3=-64 4�+ 51976 cy� Concentrated Loads(Ib) �� �CIS1Z'�� Vert:4=35(B)5=58(F) �SSI0NALG March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGEMIF7R9 rev.10'03/2015 BEFORE USE. ter. Design valid for use only with M1ek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applcabitty 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* 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/TIM Qualify Criteria,055-89 and SCSI Building Component 250 Klug Circle --- - --------- JobTruss Truss Type---- -------- ---- --- _ --- -- ------ Qty Ply Wilshire Homes-3453 Cokeley B1600707 HRM Rafter 1 1 K1781324 ProBuild Beaverton Truss, Beaverton,oR 97007 Job re (optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:26 2016 Page 1 ID:MEla 11vw918VM7RnY5DSkwzeas3-Zu WONO2TuiJeMTSw637rTdN6dUd W IlgATecNBzeLhp I -1,14 I 4-11-9 41b15 4-11-91-3-6 p.Q_5 ���co pROP e, 35 3 4 Scale=1:18.8 �� �AGINrIEFCVwo 354 — -.j i$ 89782PE 9r 8.25(12 �i s 354 5 lilliA 9,L�OREON2��4`'QQ, g. 99 CRY 15 NI�` 354 i 11011. " a 2 EXPIRES: 12131/2016 .' M l ._. 4-11-9 _-- Plate Offsets(X.Y)- [2:0-1-0.Edge —_ 4-11-9 � LOADING(psf) — -- — — ---- TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defi Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.01 2-3 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.01 2-3 >999 180 BCLL 0.0` Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 18 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1$Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins. 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=203/0-4-11,3=101/Mechanical Installation guide. Max Horz 2=143(LC 10) Max Uplift2=-97(LC 10),3=117(LC 10) Max Gray 2=203(LC 16),3=117(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 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)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/1711 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3=117. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 65 lb up at 2-6-2, 'N.,.and 101 lb down and 84 lb up at 3-1-12 on top chord. The design/selection of such connection devices)is the responsibility of others. 11)In the LOAD CASE(S)section,bads 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:1-4=-64 �+p 51976 Concentrated Loads(Ib) O 4 0 �l'GISTER�cwW Vert 5=50(6)6=51(F) �S°10NAL G March 4,2016 reti A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. i— Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and h for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and . building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members properly Additional �aarylgan'd permanent the overall is always required for stability and to prevent collapse with possible personal injury and temporary bracing Mitek fabrication,storage,delivery,erection and bracing 1 ry 451011 Y damage.For general guidance regarding the .�_...�__....__ __`r!9 of trusses and buss systems,see ANSI(TPn Quality Crieda,DSS-19 and SCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781325 B1600707 HRP Rafter 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:26 2016 Page 1 10:M Ela 1 Ivw918VM?RnY5DSkwzeas3-Zu WtXV02Tu iJeMTSw637rTdOmd Ud W I lgATecN8zeLhp -0-10-7 —f.-------- 2-1.6 — 1 0-10-7 2-1-6 3x4 i 3 Scale=1:14.2 3x4 �( Id 9.24 12 , E0 PROF \� GINEk•;.3) 3x4 �� 89782PE -57 7 OREGON o^h =, s '979�qRY 1`' el' �/ PAUL R\ EXPIRES: 12/31/2016 I--- 2-1-8- I 2-1-6 Plate Offsets MY)— 12:0-0-8.0-1-8] --- LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 2 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BOLL 0.0' Code IBC2012/TP12007 (Matrix) Weight 9 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins. 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) 3=63/Mechanical,2=128/0-5-5 Max Horz 2=91(LC 10) Max Uplift3=-57(LC 10),2=-47(LC 10) Max Gray 3=69(LC 17),2=128(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 psi(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)'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. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 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 capable of withstanding 100 lb uplift at joint(s)3,2. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. of WASkiA Ade ir RA 51976 q� CISTEIL •c:SSI0NALG March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ma-7479 rev.1893/2015 BEFORE USE. Design valid for use only with MTek®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 BiTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y�" R fabrication,storage,delivery,erection and bracing of trusses and truss Items,see ANSI(TPI1 Quatty Criteria,DS11-99 and BCSI Building Component 250 Klug Circle -- -------- Truss ------- ----------— ----- Job Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81600707 HRQ Rafter K1781326 2 1 ProBulkl Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:26 2016 Page 1 ID:MEIa 1 Ivw9I8VM?RnY5DSkwzeaS3-ZuWfXVO2TuiJeMTSw637rTdOydUdWilgATecN82eLhp H.4:;/.....&L 5-L-F--------- 2-1-6 - 0-5-7 2-1-6 ---- I 3x4. 3 Scale=1:13.5 9.2412 � � 3x4 i 1� ja, ela, *74 ��� p PROFFs ��� CNGINFy Vi�'L 3x4 i 89782PE �1! 2 $ 1 `l 5,y OREGON ©N. i;r 99/r pAu� aNI(C' EXPIRES: 12/31/2016 I 2-1-6 I Plate Offsets(X.Y)-_2:¢44,0-1$J — z 1-6 LOADING(psf) -- — TCLL 25,0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 2-3 >999 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10,0 Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-6 oc purlins. 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) 3=69/Mechanical,2=95/0-5-5 Installation guide. Max Horz 2=78(LC 10) Max Uplift3=-62(LC 10),2=-29(LC 10) Max Gray 3=75(LC 17),2=95(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)*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. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Refer to girder(s)for truss to truss connections. 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 capable of withstanding 100 lb uplift at joint(s)3,2. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,- WAS Y7/ At�� �, 51976 c4k. .i'' l'GISTER: S' �SSj0NAL � March 4,2016 A WARNING-Way design parenr.tws end READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MN-7473 rev.10/(4/2015 BEFORE USE. MIIa Design valid for use only with Mriek®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 . building design.Bracingindicated is toussproperly Additionaldorporto thispdesignyinto the overall prevententcollapse buckling with opossible al bon web injuryaand chord membersamg only. aludance re and ngthe permanent bracing fabriIs cation,requiredstorage.f or stability and to prevent with personal and property damage.For general guidance regarding The M iTek' derrvery.erection and bracing of trusses and truss systems,see ANSI(TPII Qualify Crfeda,DSB-89 and BCSI Building Component •^^'•• 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley KI781327 81600707 JA01 Jack-Open Girder 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 Mitek Industries,Inc. Fri Mar 04 08:00:27 2016 Page 1 ID:MElallvw918VM7RnY5DSkwzeas3-154FIrPhDCgAGW2eTgaMOgAXI1 dSFI?zP7N9wazeLho F-----1 --I-- ----------2-4-13— -----2-4-13 H----------- -------I04 - --------I 3-7-3 Scale=1:13.6 3 t. 1 f( 8.00[12 2 I3 1 5 6 4 2x4= I 2-4-1 2, p3 &gyp-- I 2-4-1 12 3-7-3 TC�ING(psf) 25.0 SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(TL) -0.19 2-4 >364 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:14 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and r---' - . acing be installed during truss erection,i.< •,-fiOc 1:::-S—r Installation guide. REACTIONS. (lb/size) 3=45/Mechanical,2=226/0-5-8,4=57/Mechanical `GJ �N('INEc- /o � Max Horz 2=96(LC 8) 2 Max Uplift3=-53(LC 8),2=-27(LC 8) Q 89782PE Max Gray 3=53(LC 16),2=252(LC 14),4=113(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;ExpB;enclosed;MWFRS '9 OREGON 1", (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �-57/9,yGA5 Z� Q� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 � RY \� ' 3)This truss has been designed for greater of min roof five load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs /JA UL 1' non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12/31/2016 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down and 8 lb up at 2-0-12, ?AUL j� and 7 lb down and 8 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of �� others. Of WAS 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q A- lilt,"'or 'A LOAD CASE(S) Standard `r3` - 1.1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 7 � Uniform Loads(pIf) \ Vert:1-3=-64,2-4=-20 �'r Concentrated Loads(Ib) 1 51976 s{r� Vert:5=1(B)6=1(8) O� �FGISjER �sSIONALVICi March 4,2016 —r. A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE N11,7479 rev.10p32014 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 Mlle 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 ICSI Building Component 250 Klug Circle -- --------- ---------------- Job TrussTruss Type----------------------- --- Qty Ply Wilshire Homes-3453 Cokeley ---- ----—--_-----" B1600707 JA02 Jack-Open Girder K1781328 1 1 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:27 2016 Page 1 ID:MEIa 1 Ivw918VM?RnYSDSkwzeas3-154FIrPhDCOGW2eTgaMOgAW21 cYFI7zP7N9wazeLho I---1-0-0 _i ---- ---_4-0-15 1410_ 4 1-0-0 4-8-15 ----- I _1-3-1,-311 k ,�E) PR OFes g ; Scale=1:21.7 ����, G�.IGINEF9c 0 • 89782PE r 8.0012 74,OREGON o'' '1' cigRY 15 2 �� PAUL �\J 2 EXPIRES: 12/31/2#1 j , 1 5 ► 8 3x4= 4 I 4-8-3 4-815 8-0-0 4-8-3 0-0-12 1-3-1 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.09 2-4 >784 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.22 2-4 >309 180 BCLL 0.0 • Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10,0 Code IBC2012/TPI2007 (Matrix) Weight:23 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=132/Mechanical,2=708/0-5-8,4=470/Mechanical Installation guide. Max Horz 2=165(LC 8) Max Uplift3=123(LC 8),2=-138(LC 8),4=-60(LC 4) Max Gray 3=145(LC 16),2=708(LC 1),4=470(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL 6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 3)This truss has been designed for greater of min roof live Iced of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)3=123 ,2=138. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)416 lb down and 103 lb up at PAUL�LA 2-0-12,and 416 lb down and 103 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the Rr responsibility of others. 4►F pSpr- .j+ 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). dei.',�WG'�`y LOAD CASE(S) Standard ti '�_r sem,` _ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / fir Uniform Loads(pit) Vert:1-3=-64,2-4=-20 Concentrated Loads(lb) �� 51976,<, t{,'k Vert:5=-416(F)6=-416(F) �� �OVAL �SSIONAL � March 4,2016 A WARNING-VBKh'design parameters and READ NOTES ON THIS AND INCLUDED ASTER REFERENCE PAGE MII U73 rev.10/03/2015 BEFORE USE NI Design valid for use only with MTek®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 properlyincorporate . building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. dditil temporarydesign sand into the overall Is always required for stability and to prevent collapse with possible personal injuryandproperty Permanent bracing Mak' fabrication_storage,delivery,erection and bracing of trusses and truss systemse N damage.ed general guidance regarding the •j r._ _ ::_._ ANSI/TPIt C?a0Bly Cr feria.DSB-89 and BCSI Building Component!i 250 Klug Circle Job Truss Truss Typees— Qty Ply Wilshire Homes-3453 Cokeley -- -- ------ -- B1600707 JA03 Jack-Open Girder 1 1 K1781329 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 S Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:28 2016 Page 1 ID:MEla 1Nw918VM?RnYSDSkwzeas3-VHedyBPJ_Vy1ufdy1XSbwuicORyn_CE7en7jSOzelhn t1-0-011 --3 1 — 1— 14-10-11 1-0-0 3-0-0 3-0-0 8-10-11 i 6 Scale=1:56.8 I' 5 8.00 12 4 .l 3 d a d yv 2 d 1 ' 8 9 3x4= 7 -- e.on I 6-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI- DEFL. in (Loc) 1/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.09 2-7 >784 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.92 Vert(TL) -0.22 2-7 >309 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 39 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-10-8 oc bracing. MiTek recommends that Stabilizers and •.•_- -- . .cing be installed during truss erection,i • 1144-4.1,,,=• , , Installation guide. REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. es' GINE - sO (Ib)- Max Horz 2=469(LC 8) �\ N F 2 Max Uplift All uplift 100 lb or less at joint(s)6,2,7 except 3=-227(LC 8),4=-167(LC 8),5=-191(LC 8) 44 Max Gray All reactions 250 lb or less at joint(s)6,4,5 except 2=751(LC 1),7=470(LC 1),3=265(LC 16) 89782 P E r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-436/180,3-4=-281/106 ` NOTES- 9 OREGON �'Q' 1)Wind:ASCE 7-10;Vint=14Omph(3 second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 2G Z��Q (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 9i9 '9RY 15 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 it A,q U L R�N1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed fora 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: 12/31/2016 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2,7 except(jt=lb) 3=227,4=167,5=181. ppUL RI); 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. WA$p,, tZ,p11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ":0V ty 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)416 lb down and 103 lb up at �>� .��.,d �io • 2-0-12,and 416 lb down and 103 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the • -- `� %.` t .�, responsibility of others. 3` 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \ LOAD CASE(S) Standard �'/ 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 ��q. +pA is1 E . S''� Uniform Loads(plf) Vert:1-6=-64,2-7=-20 `VONAL Continued on page 2 March 4,2016 ti A WARNING-Verify design parametws and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ma-7473 rev.1003/2015 BEFORE USE. l f Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(fpn quality Criteria,DSB-89 and MEI Reeding Component 250 pug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cakeley 81600707 JA03 Jack-Open Girder 1 1 K1781329 ProBuikl Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:28 2016 Page 2 ID:MEIa11vw918VM9Rny5DSkwzeas3-VHedyBPJ_Vy1 ufdg1XSbwuicORyn_CE7en7jSOzeLhn LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:8=-416(B)9=416(B) A WARNING-Verify design paramatws and READ NOTES ON THIS AND INCLUDED*TITER REFERENCE PAGE Ml1.7473 nv.f&)312015 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 . building design.Bracing indicated is toProperly Additional incorporate this designyinto the overall is always required for stability and to prevententcollapse buckling ofpossible personal truss web inajury and copehord y members only. geuidanc regarding and permanenttbracing TT y prevent with possible injury and property damage.For general guidance the �(lek� fabrication_storage_delivery,erection and bracing of trusses and truss systems,see ANSI/9911 Qual y Criteria,DSB-89 and ICS!Building Component 250 .... a r._ � �_ Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley KI781330 B1600707 JA04 Jack-Open 6 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:28 2016 Page 1 ID:MEIa1Ivw918VM?RnY5DSkwzeas3-VHedyBPJ_Vy1 ufdg1X5bwuidOR_k_CE7en7jSOzeLhn 0-0-01 14-10-11 I 1-0-0 6-0-0 8-10-11 Scale=1:56.8 6 I; 0 5 9 8.00 12 4 NR I 3 d o 8 a 2 T 1 .. r 0 2x4= 7 I 6-0-0 LOADING LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-7 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a n/a BCLL 0.0' Code IBC2012/TP12007 (Matrix) Weight:35 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and.-• -• .=cing be installed during truss erection,i .'40.' ` 1:.:. -r Installation guide. <C+ Sr REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. �Co� �NGI NE - /0 (Ib)- Max Horz 2=469(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6 except 3=-233(LC 10),4=-167(LC 10),5=-191(LC 10) �� 89782 P E 17 r. Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=333(LC 1),3=267(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-441/363,3-8=-429/392,3-4=-287/244 NOTES- s OREGON ooh 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �y�&AIRY A y 2(Q� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-7-0,Exterior(2)10-7-0 to 14-9-15 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Pq U L RAJ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2016 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)3=233 YAU L �v,e, 4=167,5=191. 0 WASp,, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. . -.�`—Wp�O 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `ffpes� irk s. ,i r 16 51 q, � �SSI0NALE�976 � March 4,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 11I1-7473 rev.10Po3/2818 BEFORE USE. Design valid for use only with Mitek®connectors.This design h based only upon parameters shown,and is for an individual building component,nota 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 bucking 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 Quaaty Criteria,DS6-89 and SCSI BWld ng Component 250 Klug Circle -34 Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 JA05 K1781331 JACK-OPEN GIRDER 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:29 2016 Page 1 ID:MEIa11wW9I8VM?RnY5DSkwzeas3-zTC?AXQx1p4uVpC1 bFdgT5FrrgQgiYoGsRsG_SzeLhm TT I-..--_3,04L .! ._6— -4- 8-1-8 +------1214 I ]430-1LH 1-0-0 3-0-0 3-0-0 2-1-8 4-0-0 2-9-3 7 Scale=1:59.3 I6 6 8.00 12 5 -, 3x4 I1 V 2 .I 4 _ d Sc'Id 3x6 i 3 2 All - - 1 10 9 11 8 3x6 = 3x6 I I 3x4= 1 3-0-0 1 6-0-0 6-1-9 -r9 14-10-11 I Plate Offsets(X.Y)— 13:0-2-8.0-1-8).[4;0-3-7.0-0-9].[9:0-4.4.0-1-8] 3�0_a�� 8-9-2 TCLL LOADING(psf)5.0 ps25 0 SPACING- 2-0-0 CSI. DEFL- in (lac) Well L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(TL) -0.03 8-9 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.49 Horz(TL) -0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:51 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 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra f•• WEBS 2x4 DF Std G MiTek recommends that Stabilize- r. n relaR.F,....,t.,�. be installed during truss erecti. iar • :ffi'7* Installation guide. \C) -!N F '/0 REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,4=0-3-2,5=0-1-8,6=0-1-8. N.r `i R 2 (Ib)- Max Horz 2=469(LC 8) .� 89782P E Max Uplift All uplift 100 lb or less at joint(s)7 except 2=-101(LC 4),8=-214(LC 8), 4=-126(LC 8),5=-175(LC 8),6=-191(LC 8) Max Gray All reactions 250 lb or less at joint(s)7,4,5,6 except 2=998(LC 1), 8=832(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -9 OREGON 4° TOP CHORD 2-3=-1183/232,3-4=-371/139,4-5=287/109 �'9qL 4,e, 619 15 2 t�,QP WEBSBOT 3-9=-190/1116, 2-10=-273 9=190/51116,3 8=1114, 1336 9-11=-275/914,8-11=-275/914 '1 pq U L �1J NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2016 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ypUL fit between the bottom chord and any other members. Rj 6)A plate rating reduction of 20%has been applied for the green lumber members. Of WAS , 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. / %.'•'-- J• - ;,.. O 7 except(jt=lb)2=10 �� �, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8=214,4=126,5=175,6=191. ` 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5,6. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 7r a 12)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. • ,� 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)680 lb down and 154 lb up at �Q,di �1'G/STO 2-0-12,and 680 lb down and 154 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the v`rs QNAL0G• 44) responsibility of others. j 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). c_451e/JeAMYPtiandard March 4,2016 AWARNING- Ir. VerIY deslpn prdrrrervs and READ NOTES ON 7NIS ANOWCLUDED MlTEK REFERENCE PAGE NII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not es 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__ delivery,erection and bracing of trusses and truss systems,see ANSSII/Tini Qualify Criteria,055.89 and SCSI Building Component 250 Klug Circle w -� ---------- -- ----------------------- Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781331 B1600707 JA05 JACK-OPEN GIRDER 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,DR 97007 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:29 2016 Page 2 ID:MEIa1Ivw9I8VM?RnY5DSkwzeas3-zTC?AXQfdp4uVpC1 bFdgT5FrrgQgiYoGsRsG_SzeLhm LOAD CASES) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-64,2-8=-20 Concentrated Loads(Ib) Vert:10=-680(F)11=-680(F) t N A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED BITER REFERENCE PAGE AW-7473 rev.1843/2015 BEFORE USE. Design valid for use only with Mifek®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 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 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/Wit Quafty Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde " Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781332 B1600707 JAN Jack-Open Girder 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:30 2016 Page 1 ID:MEIa1 Ivw918VM?RnY5DSkwzeas3-RgmNNtRZW7C17znD9y83?Jo21EiJR3rP55cgXvzeLhl -1.0-0- -f--------- 2-4-13------ ---� -------- -8�4-. H 1-0-0 2-4-13 3-7-3 Scale=1:14.4 3x4 113 • j 1� 8.00 12 ,•a 2 I t r. 1 1 2x4 62x4 II „ 7 4 5 I 2-4-13 -I 3-6-6 - I 6-0-0 ,H 2-4-13 1-1-9 2-5-10 Plate Offsets(X,Y)- (3:0-3-15.0-0-8) _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ice) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(TL) -0.01 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.14 3 n/a n/a BCLL 0.0` Code IBC2012/TP12007 (Matrix) Weight:16 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra'•• WEBS 2x4 DF Std G MiTek recommends that Stabilize ; i rfla 7•L„,,••-..,;44.,• be installed during truss e= • ors....: IT:,..-,-77 Installation guide. \� N F /0 REACTIONS. (lb/size) 4=40/Mechanical,3=591/Mechanical,5=-313/0-5-8 ,. 4' 9 2 MaxHorz5=90(LC8) 89782PE 9r Max Uplift3=-170(LC 8),5-332(LC 14) Max Gray 4=51(LC 3),3=591(LC 1),5=134(LC 24) FORCES. (lb)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-117/564 v h ,� -92 OREGON O, Q- NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS -74),.:4 RY 5 ���Q (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 piq U L R 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPI RES: 12/31/2016 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=170, 5=332. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • s>;WAS 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. :r,11111.j, 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down and 8 lb up at 2-0-12, .0 p and 7 lb down and 8 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of V ,. •4'' ' others. / 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 1•/ LOAD CASE(S) Standard �vj+ ,Q 51976,4, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 'iO,, ''GISTER� Uniform LoadVert:1(3I-64.2-4=-20 SSIONAL G Continued on page 2 March 4,2016 win, A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ABI-7473 rev.10/09/2015 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 ANSVIPIl Quality Creeda,DSB-89 and ICS]Bonding Component 250 Klug Circle Job Truss — — -----__ - ------ Truss Type Qty Ply Wilshire Homes-3453 Cokeley - - B1600707 JA06 Jack-Open Girder 1 K1781332 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:30 2016 Page 2 ID:MEla 11vw918VM?RnYSDSkwzeas3-RgmNNtRZW 7C17znD9y83?Jo2lEiJR3rP55cgXvzeLhl LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:6=1(F)7=1(F) t A WARNING-Verify design parameters and READ NOTES ON THIS AND dNCLUDED INTER REFERENCE PAGE MB-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekte connectors.This design is based only upon parameters shown,and is for on individual building component,not . a truss system.Before use,the buBding designer must verity the applicability of design parameters and properly incorporate this design into the overall balding design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the is lake fabrication_storage,delivery,erection and bracing of trusses and tens systems,see ANSI(TP11 Muddy Criteria DSB-89 and 8051 Bending Component .-.. .� �._ .,_ 250 Klug Circle Yr ------------------------------------- -------- Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 JA07 Jack-Open 1 1 K1781333 Job Reference(optional) ProBulid Beaverton Truss, Beaverton,oR 97007 7.840 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:30 2016 Page 1 ID:ME1a 1 lvw918VM?RnY5DSkwzeas3-RgmNNtRZ W 7CI7znD9y83?JoyYEjVR5gP55cgXvzeLhl F- -1-0-D -�--- ---------- .19-13 - - - I -- -I 1-0-0 4-10-13 1-1-3 Scale=1:22.8 4 2x4 I 8.00 Ri 3 . CEO PROFe r ����NGIN RF9 u/(:), .4 1111° °1.1 as 2 ■ '�9 OREGON ooh J= • , 4RY 1y PAUL ��QP 1 2x4 ►, 5 2x4 II EXPIRES: 12/31/2016 3-0-14._ r r 6-0-0 .d 3-0-14 0-2-1 1-8.7 04-12 1-1-3 LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) 0.02 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.52 Vert(TL) 0.03 5-6 >977 180 TCDL 7.0 Rep Stress Inc" YES WB 0.12 Horz(TL) -0.34 4 n/a n/a BCLL 0.0' Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:21 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=189/Mechanical,5=101/Mechanical,6=782/0-5-8 Max Horz 6=171(LC 10) Max Uplift4=-189(LC 1),5=-101(LC 1),6=133(LC 10) Max Gray 4=10(LC 6),5=22(LC 6),6=782(LC 1) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-6=-494/385 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)4=189, 5=101,6=133. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. e�WAS „0,51976,0 lc/ (3t FGISTev' �SSIONAL .VIC) in March 4,2016 AWARN/Nri-Verily design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NS-7179 rev.104134013 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 parometers and property incorporate this design into the overall bukling 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(TPlt Quality Cr terla,DSB-89 and SCSI Building Component 250 b�Circle I. Job - - --- --- --- ___ _ - --------------------------------- Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 JA08 JACK-OPEN 1 1 K1781334 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s 29 2015 MiTek Industries,Inc. Fri Mar 04 ID:MEIa11vw918VM?RnY5DSkwzeas3-vaKmaCSBHQLc17MPif YWKAMejrAYgZK01LN3Lz6 elhk 1-1-0-0 -6 -♦•._------- ----- -O ----- 1 7-4-13 H 6-0-0 1-4-13 5 Scale=1:31.6 I 4 L 8.00 12 A 2x4 I I i 3 y d (i 00"0074 i 2ra-i_Ji....1.....11........• . lim pl...tu 3x6= 7 2x4 I I 6 I 3-0-14 3 10 6-0-0 1 Plate Offsets(X.Y)- 12:0-6-0.0-0-12] 3-0-14 a-iiz 2-8-6 LOADING(psf) SPACING- 2-0-0 - --- - TCLL 25.0CSI. DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow--25.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 6-7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.32 Vert(TL) 0.02 6-7 >999 180 BCLL 0.0• Rep Stress Incr YES WB 0.08 Horz(TL) -0.15 5 n/a Ilia BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:25 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.18Btr G BRACING- BOT CHORD 2x4 DF N .18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra •.. MiTek recommends that Stabilize 1 r�'•F -_ _ be installed during truss erectio ��� �!. Installation guide. C3 �•� v. REACTIONS. All bearings Mechanical except(it=length)7=0-5-8,4=0-3-2. ,.§ �N FR �2 (Ib)- Max Horz 7=245(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,6,7 except 4=-110(LC 10) �� 89782 P E 9• Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 7=612(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 2-7=-167/281 WEBS 3-7=-357/268 s -74 OREGON ��% NOTES- 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS AA U L 1a�� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-1-2,Exterior(2)3-1-2 to 7-4-1 zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2016 non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. PAUL RIj. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6,7 except(jt=lb) F WA$y,,e � 4e 4=110. 'W 'Y 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4. �1 �F; ,.O 10)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. • i'/ "Aon 4p4,1976 isirESx' / 45',s, IONAL March 4,2016 A WARNING-Vong desIOn paremeevs end READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Y0-7473 rev.10/03/2015 BEFORE USE. t 1111 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 bulding designer must verify the applicability of design parameters and properly incorporate this design into the overall binding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing r� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ml lek� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI(1►11 qualify Criteria,058.89 and BCSI Building Component •--_�.•-.---.,_- _.._::_,.:_ 250 Mug Circle 1 w JobTruss ---------- - - -- ------------- Truss Type Qty Ply Wilshire Homes-3453 Cokeley – B1600707 JA09 JACK-OPEN 1 1 K1781335 Job Reference(optional) ProBulid Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:31 2016 Page 1 ID:MEIa 1 lvw918VM?RnYSDSkwzeas3•vsKmaCSBHQLd7MPif8Y WKAMe7rAYwZKILN3LzeLhk I_,14/41--I— -- L — -- —. 9-10-13 1-0-0 6-0-0 --- 3-10-13 -----_-I 6 � Scale=1:41.2 lO 5 7. 8.00 12 /34 g. g_ 2 ►t 8 7 3x6= 2x4 II I 3-0-14 3-x-10 _ 6-0-0 I 3-0-14 0.2-12 2-8-6 Plate Offsets(X.Yk [2:0-6-0.0-0-121— —__-- LOA TCLLDING(psf)5.0 Ps 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(TL) 0.02 7-8 >999 180 BCLL 0.0 * Rep Stress Ina YES WB 0.07 Horz(TL) -0.15 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight 29 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 bra'.,. WEBS 2x4 DF Std G MiTek recommends that Stabilize- T r�:,_- :•'-�- be installed during truss erecti. ��`.". 4_ Installation guide. ,<0`� NG �' F / REACTIONS. All bearings Mechanical except Qt=length)8=0-5-8,4=0-3-2,5=0-1-8. Nu �(• • �2 (Ib)- Max Horz 8=320(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 4=-144(LC 10), 89782 P E 9' 5=104(LC 10) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 8=612(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 43 TOP CHORD 2-12=319/239,3-12=-308/247 S OREGON ,% BOT CHORD 2 8=-2311351 O WEBS 3-8=-357/217 '9,9 G'9RY 15 2��Q' NOTES- 1) ir Pq U L �>\J WInd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf,h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-2,Exterior(2)5-7-2 to 9-10-1 zone;cantilever left EXPIRES: 12/31/2016 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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. •. WAS 7)Refer to girder(s)for truss to truss connections. ����-----� i 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. � .`��0 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb) / % .• a,r ';• `'`' • 4=144,5=104. VIP` 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)4,5. \ 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' �+9 ��51976 w'� AcGIg s`sIONALti�� WW March 4,2016 A WARNING-vert&design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AMII.7473 rev.10/0312015 BEFORE USE. Design valid for use only with MiTek® only N upon parameters shown,and is for an individual building connectors.This design is basedcomponent,not ' a buss 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 I lek- 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/TIII Qualify Criteria,D51-89 and BCS1 Building Component 250 Klug Circle Job —----------- -- Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 JA10 JACK-OPEN 1 7 K1781336 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:31 2016 Page 1 ID:MEIa 1 Ivw918VM?RnYSDSkwzeas3-vsKmaCSBHQLc17MPifflY WKA6e4nAZDZKILN3LzeLhk I-- --------1— -- 12.4-13----- -I 6-0-0 6-4-13 5 6 Scale=1:49.5 I • 8.00 12 4 3 N 2X4 rr m 92 iii 1 w 2X4 = C a 8 7 2x4 II 1— 3-0-14 31110 6-0-0 1 3-0-14 0-2-12 2-8-8 LOADING(pm) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.03 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.45 Vert(TL) 0.03 7-8 >975 180 BCLL 0.0 • Rep Stress Incr YES WB 0.05 Horz(TL) -0.34 6 Na Na BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:32 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 MiTek recommends that Stabilizers and r-• cing be installed during truss erection,i y '1: - REACTIONS. All bearings Mechanical except(jt=length)8=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. Installation guide. "R (Ib)- Max Horz 8=372(LC 10) OJ��NG I N F�9 /Q Max Uplift All uplift 100 lb or less at joint(s)6 except 7=-127(LC 10),3=-213(LC 10),4=167(LC 10),5=-120(LC �� 2 10) 89782PE --Y Max Gray All reactions 250 lb or less at joint(s)6,7,3,4,5 except 8=562(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-387/330,2-9=-375/330,2-3=-324/261 BOT CHORD 1-8=-319/382 9 OREGON �� WEBS 2-8=350/123 �.9 'Lk-4,41/:i. 5 2� Q� NOTES- 9Y 1 i((" is' Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 4- NOTES- '''''''A a' (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 8-0-12,Exterior(2)8-0-12 to 12-4-1 zone;cantilever 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 EXPIRES: 12/31/2016 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. PAUL jay 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)7=127 WAS,„ �+A_ 3=213,4=167,5=120. wOF C l° 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -" 'r i 'I ',A„ ,,5I976� qa +�v, GISTEI� ,e' ss'ONALE�G March 4,2016 t AWARNING-Verify design parameters and READ N07ES ON THIS AND INCLUDED MREK REFERENCE PAGE MN-7179 r .10/03/2015 BEFORE USE. > u- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing Mired(' 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 tons systems,see ANSI(rPit Quagty Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781337 61600707 JA11 JACK-OPEN 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries.Inc. Fri Mar 04 08:00:32 2016 Page 1 ID:MEIa 1 lvw918VM4RnY5DSkwzeas3-N2t8oYTp2kTTMHxcGNAX4ktLg2TPv0YiZP5wbnzeLhj F----- 6-0-0 ------�-- — - 8-10-11 --14-10-11 -I 6 Scale=1:60.2 li 5 4��Ep P R OFFss 6.Dp ,2 +3 ,�5 ANGIN EFr9 io 4 4 4� 89782PE 29r , 3 2x4 11 2 a9ti OREGON oma`'v ' '� 9.9 41'41RY 152l� ' a J PAUL r" 8 7 2x4 I I EXPIRES: 12/31/2016 3x4 1 3-0-14 3-3110 6-0-0 ._I 3-0-14 04-12 2-8-6 Plate Offse .Yl- 11;0-1-5.0-1-81 _ _- LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) 0.02 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(TL) 0.02 7-8 >999 180 BCLTCDL L 0.0'7.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.17 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight 36 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 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)8=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. (lb)- Max Horz 8=443(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6,7 except 3=-181(LC 10), 4-167(LC 10),5=-191(LC 10) Max Gray All reactions 250 lb or less at joint(s)6,7,3,4,5 except 8=505(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-453/380,2-12=-440/384,2-3=-394/329,3-4=-287/244 BOT CHORD 1-8=-380/447 WEBS 2-8=-310/111 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-7-0,Exterior(2)10-7-0 to 14-9-15 zone;cantilever 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. yAUL 6)Refer to girder(s)for truss to truss connections. '-1 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. OF WASP, 8)Providemechanicalconnection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,7 except(jt=lb)=191. / S ,-,�NG� ti fes' ' ' O 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. • Z 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. . hr �t‘-',4,.. RA 51976 �4 CISTER SSIONALE�G March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII-7473 rev.TWOS/201S BEFORE USE. ,--, ills 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" h 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/TMs Quality Criteria,DSI-I9 and SCSI Building Component 250 Klug Circle -------------- Job Truss Truss Type —— e----- Ply Wilshire Homes-3453 Cokeley -------------- 61600707 JA12 Jack-Open 2 1 K7781338 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:32 2016 Page 1 ID:MEIa 11vw918VM7RnY5DSkwzeas3-N2t8oYTp2kTTMHxcGNAX41dM22WRv0EIZP5wbnzeLhj i_. 2-9-10---_1 --- --- 11-8-5 2-9-10 8-10-11 - __ ____A Scale=1:57.4 5 d 4#000 8.00 12 4 Q� 89782PE 91` + 3 2 d d 3x4 11 1 ,j,OREGON oih Q' rs, 99kN °AULANI I - 7 6 EXPIRES: 12/31/2016 2x4 11 1 2-9-10 1 Plate Offss fX Y_et ) [1:Edge.0_1-12) _ 2-9-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl L/d PLATES GRIP TOLL 55.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) ( TCDL 7,0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.01 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:26 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-10 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. All bearings Mechanical except(jt=length)5=Mechanical,2=0-3-2,3=0-1-8, Installation guide. 4=0-1-8. (Ib)- Max Horz 7=25(LC 18),2=356(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,5,2 except 3=-167(LC 10), 4=-191(LC 10) Max Gray All reactions 250 lb or less at joint(s)7,1,5,6,2,3,4 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-290/246 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 2-11-3,Interior(1)2-11-3 to 7-4-10,Exterior(2)7-4-10 to 11-7-9 zone; cantilever 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Refer to girder(s)for truss to truss connections. PAUL J� 7)Refer to girder(s)for truss to truss connections. Of4c 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 9)Provide metal plate or equivalent at bearing(s)1 to support reaction shown. / 40r 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb upliftjoint(s) = 3=167,4=191. at 1,5,2 except(jt-Ib).- ; f � 11)Non Standard bearing condition. Review required. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,4. ;�'/ 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 51976, 4,4 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ������A IST W° . 'V SSIONALG March 4,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ABM(REFERENCE PAGE Atil.7473 rev.1e63/2015 BEFORE USE. -- IIMDesign valid for use only with MITek®connectors.This design 4 based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ml�lek- fabrication_storage,delivery.erection and bracing of trusses and truss systems,see ANSI/Tell quality Criteria,DSB-89 and ICSI Building Component 250 .�..� _ bug Circle 1 M r Job -------- —_ --------- Truss Truss Typey QH Ply Wilshire Homes-3453 Cokeley -- ---------— - 81600707 JA13 JACK-PARTIAL GIRDER 1 1(1781339 2 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:33 2016 Page 1 ID:ME11wv918VM?Rnzeas3-sFRW?uTRp2bK_RWog4hmdxPZdSgMeLZsn3gU7FieLhi 3-0-12 ___r_ 6-2-10_4__8,4_2_6-2-10—_4_$9_2_ __[ 12-4-2 .+_ 15-1-5 15-15 —i 3-0-12 3-1-14 2-1-8 4-0-0 2-9-3 6 I; Scale=1:59.1 0 0 5 • 8.00 12 4 _I 3x4 II 9 3 • 0 0 S8 ; 3x6 i 2 9 8 10 7 3x8 i 3x6 II 3x4= _r -0-12 3-1-14 0- Plate Offsets(X.Y)— 2:0-2-0.0-1-81.[3:0-3-71-9j. -1-12 .0.1-8J.(8:0-4-8.0-1-8J9 LOADING(psf25.0 ) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL .0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 8 >999 240 MT20 220/195 (Roof Snow=25Lumber DOL 1.15 BC 0.25 Vert(TL) -0.02 7-8 >999 180 BCDL 7.0 Rep Stress Incr NO WB 0.57 Horz(TL) -0.01 6 Na Na BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:98 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x6 DF 2250F 1.7E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)1=0-3-8,3=0-3-2,4=0-1-8,5=0-1-8. ��ED PROFkcs, (Ib)- Max Hors 1=443(LC 8) s Max Uplift All uplift 100 lb or less at joint(s)6 except 1=-389(LC 6),7=-414(LC 8),3=-129(LC 8),4=-175(LC 8), r� ANG i NEF#9 /422 5=-191(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,3,4,5 except 1=1872(LC 1),7=1693(LC 1) (t 89782 P E '91' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=2109/476,2-3=-374/140,3-4=-287/109 BOT CHORD 1-9=-500/1740,8-9=-500/1740,8-10=-500/1740,7-10=-500/1740 WEBS 2-8=-448/2024,2-7=-2056/591 a^7y OREGON o�� NOTES- 9 e./,q RV i 5 to 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: L `V Top chords connected as follows:2x4-1 row at 0-9-0 oc. •i PA(�L R 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 EXPIRES: 12/31/2016 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf--25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PAUL 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 Of WA trp,, �ti fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. �,. •0 8)Refer to girder(s)for truss to truss connections. !- 9 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. • V• 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) f j ' 1=389,7=414,3=129,4=175,5=191. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. • 1,77/12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. QA ,P 51976 cq4 13)Gap ween inside of top earing first diagonal or 14)Hangers)or other connection device(s)shallbebe provided sufficienvertical to support shall oncentrnot aexceed load(s)1031 lb down and 312 lb up at O�0.500in. � IGI5T't;R 11 1-0-12,1042 lb down and 251 lb up at 3-0-12,and 117 lb down and 53 lb up at 34-4,and 963 lb down and 207 lb up at 5-0-12 on 8s ONAL� G bottom chord. The design/selectlon of such connection device(s)is the responsibility of others. Continued on page 2 March 4,2016 A WARNING-Verify design pwarrwMra and READ NOTES ON THIS AND INCLUDED*FEB REFERENCE PAGE NS•7479 row.1dAVM1S BEFORE USE. -- Design varid for use only with MTek'S 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 ince building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporaryis design Into the overall is always required for stability and to prevent collapse with possible n and permanent bracing M T®k° personal injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and buss systems,see ANSI/TPII QwtBy Cr tela,0511-119 and SCSI Suiding Component 250 Klug Circle Job —— Truss Truss TypeQtyPly Wilshire Homes-3453 Cokeley- — B1600707 JA13 JACK-PARTIAL GIRDER 1 K1781339 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:33 2016 Page 2 ID:MEIa11vw918VM?RnYSDSkwzeas3-sFRW?uTRp2bK RWog4hmdxPZdSgMeLZsn3gU7EzeLhi LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6---64,1-7=-20 Concentrated Loads(Ib) Vert:8=-1158(F=117,B=-1042)9=-1031(B)10=-963(8) t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MI1-7479 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 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 M�QI� is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the TYB R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Wit Quality Criteria,DSB-S9 and SCSI Building Component 250 .�_..,�---"__ _.._:_��_.._—•_'--�_.__-4..._ ...�., __��__.�..:._e,., ._..__�__.,..,..�., Mug Circle Job Truss Truss Type Qty Ply Wilshire Homes--3453 Cokeley-—- - - B1600707 JB01 Jack-Open Girder 1 1 K1781340 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 S Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:34 2016 Page 1 ID:MEIa11vw918VM?RnYSDSkwzeas3-KR?uDEU4aLjBcaS OoC?A9yj_r05Nwk?OjalggzeLhh i- -1-0.0------{-- ---. 2-4-13 1-0-0 2-4-13 --+--- ------- --� 3-7-3 3 Scale=1:13.6 A 8.00 12 2 ir4 13 1 M 5 8 4 hid 2x4 = I 2-4-1 2-4113 6-0-0 2-4-1 0-0-12 3-7-3 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(TL) -0.19 2-4 >364 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:14 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and - - .racing be installed during truss erection,i ..i) • j:._'T, -r REACTIONS. (lb/size) 3=45/Mechanical,2=226/0-5-8,4=57/Mechanical Installation guide. Si Max Horz 2=96(LC 8) ��5� ANG i N EF,9 Q Max Uplift3=-53(LC 8),2=-27(LC 8) N./ 2 Max Gray 3=53(LC 16),2=252(LC 14),4=113(LC 3) 89782 PE r FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutl=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS A 9 OREGON �% Q, (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 7 y(/ Z� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 '9n qRY 15 �Q 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 17� /DA U L RAJ non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will EXPIRES: 12/31/2016 fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down and 8 lb up at 2-0-12, and 7 lb down and 8 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 'F WAS A 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). eiii r`1>,0 LOAD CASE(S) Standard ., 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 / Uniform Loads(plf) Vert:1-3=-64,2-4=-20 ?/ Concentrated Loads(Ib) rd 4 51976 ct/a Vert:5=1(B)6=1(B) �{' �L'GISTER� �sSIONAL �7 March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NS-7473 rev.10/03/2015 BEFORE USE. it Design valid for use only with MTek®connectors.This design a based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the bulding 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 MiTeka isalways required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabricatistorage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPIl OuuaBly Cdterla,DSR-89 and SCSI Building Component 250 Klug Circle Job Truss __- -- --------------- Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 JB02 Jack-Open 1 1 K1781341 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s ID:MEIa11vw918VM??RnYSDSkwzeas3-KR7u E1144ap 29 2015 MiTek LiL)Bca5,Inc. FOoC7A9yiQr1ri Mar 04 8 34 20x6 Page 1 �.�-0-0 + 4-10-13 ggzelhh 1-0-0 4-10-13 ----_._ —f---11-33--� 3 Scale=1:22.3 I 4 8.00 12 tO PR • ��-xAG I N ,9`�'i0 �f 89782PE 29r 2 — ! s -Y,y OREGON Q•h Pim 1 G'9RY 15 2 CPQ' ....e... /°AU ¢ L ‘J 2x4— 4 EXPIRES: 12/31/2016 H 4-10-1 4-1003 6-0-0 p.d. LOADING(psi) 4-10-1 12 1-1-3 TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0* Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 18 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.186V G BRACING- BOT CHORD 2x4 DF Std G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=137/Mechanical,2=294/0-5-8,4=57/Mechanical Installation guide. Max Horz 2=171(LC 10) Max Uplift3=-131(LC 10),2=-40(LC 10) Max Gray 3=151(LC 18),2=294(LC 1),4=114(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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(fiat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)ThIs truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3=131. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. eAlv�/ rr Ali ,�, 51976 w4 � O 4, 4b/STER� sSIONAL.e March 4,2016 A WARNING'Verify design parameter's and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mre II.7473 v.10/03/2015 BEFORE USE. �- I Design valid for use only with MffekM connectors.This design Is based only ry u ped parameters shersand iso for an individual)wilding component,the not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall balding 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 M 7®k` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI( Qualify Cdteda,055-89 and SCSI Building Component IP11 250 Klug Clyde • Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781342 B1600707 JB03 Jack-Open 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 Mitek Industries,Inc. Fri Mar 04 08:00:34 2016 Page 1 ID:MElal Ivw918VM?RnY5DSkwzeas3-KR?uDEU4aLjBca5_OoC?A9yfVr18Nwk?Oja1 ggzeLhh 1-x'0.6 1- - --- -- 6-0-0 -------.1. 7-4-13 H 1-0-0 6-0-0 1-4-13 Scale=1:30.9 4 Ire 3 CI 8.00[12 1 I 7 d i "a 6 2 ii 1 =1 ►1 2x4= 5 I � LOADING(psi) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 • Code IBC2012/TPI2007 (Matrix) Weight:22 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 Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and r-- -• - .acing be installed during truss erection,i •-o!Q-• ° ra. =r Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2. ,§0 04 NG,1 N EF•• `r�0 (lb)- Max Horz 2=245(LC 10) ,� 2'9 Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-204(LC 10) 89782 P E Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=333(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 9 OREGON 4,0 1)1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS $ ti 2p �- (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-1-2,Exterior(2)3-1-2 to 7-4-1 zone;cantilever left '9 G'9RY 16 Q, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flaand right exposed;C-C for t members s Category Iand forces& SI;Exp B Fully Exp for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 9� pA U L �‘J� 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 3=204. 'AUL RI` 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. • � 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ' Ov / -aro:- .T .. r O • ;;;Tr v0 $ 51976 49 � O ROISTER ' sSIONALE�G March 4,2016 t I ®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 Marek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMIT , a truss system.Before use,the building designer must verify the appicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent 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/RII Gually Creed%DSS-89 and SCSI Building Component 250 Mug Circle 1 JobTruss ---------------- Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 JB04 Jack-Open 1 1 K1781343 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:35 2016 Page 1 ID:MEIa 1 Ivw918VM?RnYSDSkwzeas3-odZGQaViLfr2DkgBxVjEiMVgFFNN6Mz9FNJbC6zeLhg 1 1-0 1 _-----_6=0,0 ----- -.}.. 9-10-13 16-0-0 3-10-13 5 Scale=1:39.6 II 0 4 8.00 12 3 8 0 0 j i 7 ,rI g .. 01 .. 2x4= 6 I 6-0-0 6-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-6 >359 180 BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 Na Na BCDL 10.0 Code IBC2012/TP12007 (Matrix) 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. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and.-- ,racing be installed during truss erection,i .,.10c 'j:r. _r REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8. Installation guide. ,`t� , t (lb)- Max Horz 2=320(LC 10) (S �V4U( FR 02 Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-227(LC 10),4=-104(LC 10) kr Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=333(LC 1),3=266(LC 18) 89782 P E r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-268/207,7-8=-253/235 40 NOTES- s OREGON '• v- 2 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �yn2rigRY A5 2�`Q. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-2,Exterior(2)5-7-2 to 9-10-1 zone;cantilever left 9,� NV(' and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Aq U L R\ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. EXPIRES: 12/31/2016 5)'This truss has been designed fore 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift atjoint s 5 except t-Ib 3=227 PAUL Rl 4=104. P joint(s) G- ) L 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 04 WASI4 `�y 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �):,,'WT!�, lir o .o `�r 10 ,p 51976 cpm .{�, L' ISTg1z� SSI0NALE�� March 4,2016 1 AWARNING-Verify design WMs ameand READ NOTES ON THIS AND INCLUDED BITER REFERENCE PAGE Mp-7173 rev.10/03/2015BEFORE USE. ll hit 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ekA fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSi(Ipn Cleanly Criteria DSB-89 and SCSI Banding Component •j_...-.--r.__ _.._::_.:_ .,...,,.,, 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781344 B1600707 JB05 Jack-Partial Girder 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:35 2016 Page 1 ID:MEIa 1Ivw918VM?RnY5DSkwzeas3-odZGQaViLfr2DkgBxVjEiMVvAFSg6Df9FNJbC6zeLhg F—._.._1=0=0----�--- �-0 —... ---j---10-11-15 –j 3-0-0 3-0-0 2-1-8 2-10-7 Scale=1:44.8 5 �n P� I ��cEO PROpec, 8.00 1z 4 �C•v j �NG0.0 INEFR ,2 3 89782PE 9 g. r g' 3x6 2 9�OREGON e Q. 1 "7y9'CRY 15 1J /'AULRomt 9e 10 7 3x6= 6 3x6 I I 4x4= EXPIRES: 12/31/2016 3-0-0 6-0-0 - r9 3-0-0 3-0-0 04-9 Plate Offsets(x.Y)- _ LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 7-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.51 Vert(TL) -0.03 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.60 Horz(TL) -0.01 5 n/a n/a BCLL 0.0 • Code IBC2012/TP12007 (Matrix) Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(ft=length)1=0-5-8,3=0-3-2,4=0-1-8. (Ib)- Max Horz 1=327(LC 8) Max Uplift All uplift 100 lb or less at joint(s)1,5 except 6=-203(LC 8),3=-124(LC 8),4=135(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,3,4 except 1=842(LC 1), 6=756(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-11131152 BOT CHORD 1-9=-277/877,8-9=-277/877,8-10=277/877,7-10=-277/877 WEBS 2-8=-181/1059,2-7=1091/345 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;endosed;MWFRS (envelope)gable end zone;cantilever 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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. of wAS$r,_ 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,5 except(jt=lb) ' � -�� C� •4 6=203,3=124,4=135. p 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)595 lb down and 137 lb up at �r 2-0-12,and 595 lb down and 137 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the q ,ck' responsibility of others. it. 51976 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). O� FGIS-R� LOAD CASE(S) Standard �s`SI�NAL G' Continued on page 2 March 4,2016 � I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE M11-7479 rev./0r03/2015 BEFORE USE. Design valid for use only with Mttek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MN • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent 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/9911 Quaily Cr Leda,D5B-89 and BCSI Building Component 250 Klug Circle R Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781344 B1600707 JB05 Jack-Partial Girder 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:36 2016 Page 2 ID:MEla1 Ivw918VMTRnY5DSkwzeas3-Gg7fewW K6zzvruENVDFTFa 14wfn3rgvIT138kyzeLhf LOAD CASE(D) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pip Vert:1-5=-64,1-6=-20 Concentrated Loads(Ib) Vert:9=-595(F)10=-595(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MH-7473 rev-10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the butddng 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 iTek' 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(r911 Quality Criteria,DSS-89 and SCSI Building Component 250 Klug Circle X • Job Truss Truss Type — — -__ Oty Ply Wilshiree Homes-3453 Cokeley ----- -- -- -- B1600707 JF01 Jack-Open Girder 2 1 K1781345 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:36 2016 Page 1 ID:MEIa 11vw918VM?RnYSDSkwzeas3-Gg7fewWK6zzvruENVDFTFa 14AfhZrpDIT138kYzeLhf i -0-9-10—_-----_1_4A 0.9-10 1-8,1 ----1---------------------------- ¢ ----------_------- -I 5-12 Scale=1:13.1 3 i I 10.00 12 �� 2 .11 / A 1 / ...411116., 5 6 �� _' 4 / 2x4= F 1-5-8 1114 -- 8-0-0-- 1-5-8 2 4-5-12 I LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(TL) -0.19 2-4 >364 180 BCLL 0.0+ Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:13 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF Std G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and.--.. - . ,cing be installed during truss erection,i� .�•be t: s-r REACTIONS. (lb/size) 3=12/Mechanical,2=189/0-5-8,4=57/Mechanical Installation guide. Max Horz 2=80(LC 8) ��CJ cNt' NEFy SjO Max Uplift3=41(LC 14),2=6(LC 8) 2 Max Grav3=21(LC 16),2=232(LC 14),4=113(LC 3) ‘C's 89782PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- c.., OTES- 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf h=25ft;Cat.II;Exp B;enclosed;MWFRS 9 OREGON N. (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �"9n (!,�Piy j 5 2�q.� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 -7 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 4- A �� non-concurrent with other live loads. A U 5-i (� 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. EXPIRES: 12/31/2016 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)7 lb down and 8 lb up at 2-0-12, and 7 lb down and 8 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. • 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ON' LOAD CASE(S) Standard1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,2-4=-20 •Concentrated Loads(Ib) �� 5199 76 4 Vert:5=1(B)6=1(B) 61t,.7,44 1 GISTae. ' ssIONAL' March 4,2016 A WARNING-Verily deatgn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M&7173 rev.10/03/2015 BEFORE USE. �� Design valid for use only with Mnekis connectors.This design is based only upon parameters shown,and is for an individual buildingcomponent, a truss system.Before use,the building designer must verify the applicabilityof designproperty int o not building design.Bracing indicated is to g parameters andtonal to this design into the overall is alwaysrequiredprevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 AN3I(r►t1 Quality Criteria,DSB-89 and BCSI Building Component •-_•..-._—r._- _.._:_�,_a__._._..,_.___....._..,,,. __,..___,,...,._�.., ._..__.__.,....,,,. 250 Klug Circle e C Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley — ------- 61600707 JF02 Jack-Open 2 1 1(1781346 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:36 2016 Page 1 ID:MEla1 Mv918VM7RnY5DSkwzeas3-Gg7fewWK6zz ruENVDFTFa147ficrpDIT138kYzeLhf F -0-9-10_._1___. 3-1-7 0-9-10 3-1-7 I— 6 1 2-10-9 �ED PR•'FF 3 Scale=1:19.0 f)4rGINE 9c d/0 89782"E 1- 7I 10.00(1z 9 OREGON '& X17,"CRY 1'• Jt�QQ' �'A U L v' 2 EXPIRES: 1 c'/2016i 11 I/ la 4 2x4= j 3-0-11 3-0-11 -12 9.110-0 I LOADING(psf) -0 0 -12 TCLL 25,0 SPACING- 2-0-0 CSL DEFL. in (lac) Udell Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 LUMBER- Code IBC2012/TPI2007 (Matrix) Weight:16 lb FT=10% TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF Std G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 3=78/Mechanical,2=226/0-5-8,4=57/Mechanical Installation guide. Max Horz 2=140(LC 10) Max Uplift3=-97(LC 10),2=-2(LC 10) Max Grav 3=93(LC 18),2=226(LC 1),4=114(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. of WAsr . x ;err dpF51976tiO q ,,+OCIgS"�s �G ' iONALE March 4,2016 A WARNING-Verify design PNmeles and READ NOTES ON THIS AND INCLUDED MITER Design valid for use only with M7ek®connectors.This design is based only upon parameters shown, and d ids forindividual473 rev. n component, a truss system.Before use,the budding designer must verity the applcablity of design parameters and9o not . building design.&oci indicated is to sonly.properly incorporate this design into the overall n9 prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek" fabrication_storage_delivery,erection and bracing of trusses and truss systems,see ANSI(TPil QuaSMeta da DSB-89 and SCSI Wilding Component .�..� r,_ ._ 250 Klug Circle r JobTruss _ -- .-------- - ------- —---- Truss Type Qty Ply Wilshire Homes-3453 Cokeley-- ------------- B1600707 JF03 Jack-Open 2 1 K1781347 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:37 2016 Page 1 -0-9-10 ID:MEIa1Ivw918VM7RnY5DSkwzeas3-kOh1rGWytG5mT2p23wminnaDR32raGTRihohG?zeLhe I - 0-8-10 + — --— 1-3-6 4-8-10 -------- �--- 1-3-6 3 Scale=1:25.9 ,/*/) 10.0012 ��Q,ED O4s 7 Co. � NGIPRNEFR bio Q 89782P 9r 2er ,�9,`�OREGON Zo��4 1 ►i --96, -tiny pAuL Ii;" 2x4= 4 EXPIRES: 12/31/2016 i 4-7-1a10 8.0.0 4-7-14 0412 1-3-6 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 • Rep Stress Ince YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:19 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 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) 3=134/Mechanical,2=272/0-5-8,4=57/Mechanical Installation guide. Max Horz 2=200(LC 10) Max Uplift3-154(LC 10),2=-4(LC 10) Max Gray 3=155(LC 18),2=272(LC 1),4=114(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live Iced of 14.0 psf or 2.00 times flat roof bad of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3=154. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • v WAS 4 T r rd 4k" ,s. 51976 44,, °.t, ,s. 4, 51976_4, �SSIONALG March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 rev.fa03r2015 BEFORE USE. Design valid for use only with?AMA*connectors.This design is based only upon parameters shown,and is for on individual building component,not pil " a truss system.Before use,the building designer must verify the appicabiity of design aerometers 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_sr storage,delivery,erection and bracing of trusses and truss systems,see ANSI/%1 Qualify Creerla,DSII-89 and SCSI Building Component �_ �_ 250 Klug Circle P 4 Job Truss Truss Type —- —04( Ply Ply Wilshire Homes-3453 Cokeley 81600707 JF04 Jack-Open 2 1 K1781348 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:37 2016 Page 1 ID:MEla 1 Ivrv918VM?RnY5DSkwzeas3-k0h1 rGWytG5mT2pZ3wminnaAR32raGTRihohG?zeLhe 4&10 .6,031._ — — -- 1I3 8'0-0 0-3-13 4 7 Scale=1:32.8 3 1"/ 1"� :l 10.00 112 �4```D r n OF`6, c� y 0NGINF49 `ia 2 89782PE r 2 I.9,L OREGON ooh Q' - - — 9'9GgRY152�Q' II ' :�: % /1. pA UL fk J 2x4= 5 EXPIRES: 12/31/2016 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSL DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 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. All bearin s Mechanical Installation guide. 9 except Qt=length)2=0-5 8,3=0 1 8. (Ib)- Max Horz 2=260(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-210(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5,3 except 2=316(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8,MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(fiat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Thls truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 3=210. ?AUL 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. N,COV wAs � 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. itjir'II . • f /v . r1 reI II' 4?GisTElecx .44' 4 51976� .4,44'�SSIONAL G March 4,2016 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev.10g3P2O15 BEFORE USE. III Design valid for use only with MUMS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall , building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication_storage_delivery,erection and bracing of trusses and truss systems,see ANSI/r911 Ouagly°gra DSI-69 and SCSI Building Component �._ �_ 250 Klug Circle MIL Job Truss Truss Type Oty Ply Wilshire Homes-3453 Cokeley K1781349 81600707 JF05 Jack-Open 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:38 2016 Page 1 ID:MEIa1lvw918VM4RnY5DSkwzeas3-CCFP3cXaeaDc4COIddHxK77K4TO4Jj(bxLYFpRzeLhd -p-9.10E — 6-0-0 — --t 7-11-0—I 0-9-10 6-0-0 1-11.0 Scale=1:39.7 4 3 \��E9 PR Op woo ,2 �� NGINE19 �p'L Q 89782PE 9�' ' 7 6 9,y OREGON 5)^, '9 G'I RY 15 JIC,Q' z Arrai PAUL V" 1 2x4 = 5 EXPIRES: 12/31/2016 i --6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCLL 0.0 • Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=319(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-266(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=316(LC 1),3=272(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-266/200,6-7=-252/209,3-7=-251/231 NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-9-10 to 2-2-6,Interior(1)2-2-6 to 3-7-6,Exterior(2)3-7-6 to 7-10-4 zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. PAUL js 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) b. 3=266. iv WASI� 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `Q ;OPPINp . • mit 4, 51976 44? 4tIsisW 44' SSIONALE�G March 4,2016 � I AWARNING- desigparameters and READ NOTES ON THIS AND INCLUDED AMER REFERENCE PAGE Ma-7179 rev.10g3/2013 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and is for an individual bulldog 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 Wel( 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 tens systems,see ANSI/Tell quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle 1 Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781350 B1600707 JQ01 Jack-Open 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:38 2016 Page 1 ID:MEIa 1 Ivw918VM?RnY5DSkwzeas3-CCFP3cXaeaDc4COIddHxK77Q7T W BJjjbxLYFpRzeLhd -0-7-1 4— _234 0-7-1 2-7-0 1-3-8 Scale=1:12.8 iikEO PR Ort, 3 GINE 41, / ��5 0401 `'T �/Ij 7.07 1z 89782PE -9r 14 OREGON Ooh "9 ��gRY152 x- 2 - ld EXPIRES: 12/31/2016 1111111114 111.11 2x4 22-6-410 2- 3-10-8 2-0-4 012 1-3-s LOADING(psi) SPACING- 2-0-0 CSI- DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(TL) -0.03 2-4 >999 180 TCDL 7.0 Rep Stress Incl YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0' Code IBC2012/TP12007 BCDL 10,0 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 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) 3=58/Mechanical,2=176/0-7-12,4=35/Mechanical Max Horz 2=80(LC 10) Max Uplift3=-59(LC 10),2=-27(LC 10) Max Gray 3=65(LC 18),2=176(LC 16),4=70(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ?AUL pIR, WAS sP 51976,0, o •tcrssss� �SSIONALG March 4,2016 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Me-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 ANS� aBy I1 QuCriteria,055-89 and SCSI Building Component 250 Klug Circle r 4 JobTruss ------------------ __ Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 K01 Monopitch 4 1 K1781351 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:38 2016 Page 1 ID:MEIa 11vw918VM7RnY5DSkwzeas3-CCFP3cXaeaDa4COIddHxK770eTT7JjjbxLYFpRzeLhd H 11-03-0- + — _5,0=0. — —I 5-0-0 2x4 11 4 Scale=1:22.8 3 P 8.00 12 � tc,NG1N F9 vio c4, 2 89782PE 9r 2 it �i 94,OREGON �'%. ■ M 9q,,r qRY A5 JtGQ " M. 6 r:4ULR 2x4- 2x4 11 5 EXPIRES: 12/31/2016 1 { 5-0-0 LOADING(paj) TCLL 25.0 SPACING- 2-0-0 CSL DEFL. in (lac) Udell Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.47 Vert(TL) -0.07 2-6 >740 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-0 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) 6=202/Mechanical,2=278/0-5-8 Installation guide. Max Horz 2=174(LC 10) Max Uplift6=111(LC 10),2=-41(LC 10) Max Gray 6=215(LC 18),2=278(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 6=111. ?AUL �` 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Ov WAs.ki Kb C� .o (r it 51976 cqA 2.1:x,�AGISTSg .c‘-''' SSIUNALS March 4,2016 I A WARNING-Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEIr REFERENCE PAGE M& w7179 r10/03/2015 BEFORE USE. �� 1 . Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for on 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ;J` is always required for stability and to prevent cokapse with possible personal injury and property damage.For general guidance regarding the I IBk- fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIOPlt Quality Criteria,D511-89 and BCSI Building Component 250 Klug Circle -------obJ Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 131600707 MO1 Jack-Open Girder 1 1 K1781352 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:39 2016 Page 1 ID:MEIa 11vw918VM?RnYSDSkwzeas3-gPpnGyYCPuLTIMzyALoAtCf bOsr82AzkA?HoLtreLhc F. --1.0-0 ---4--------- –_2-4-13 1-0-0 2-4-131-773 --- I- -- --3--- 1 1 �fc�0AGINEEp P R°Fess/0 3 Scale=1:13.8 c`c, cc9 89782PE 444 -91- 8.00112 ^7ti OREGON Ooh .b 9,Q �gRY152<P � r°AUL RAJ 2 1 RE EXPIRES: 12/31/2016 A ii 15 4 hd 2x4= I _ 2-4-1 —._ 2 3 2-4-1 0 �9 1-7-3� � LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.04 2-4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 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) 3=51/Mechanical,2=200/0-3-8,4=38/Mechanical Max Horz 2=96(LC 8) Max Uplift3=-55(LC 8),2=-36(LC 8) Max Gray 3=59(LC 16),2=218(LC 14),4=75(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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. 7)Refer to girder(s)for truss to truss connections. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. PAUL , 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)8 lb down and 8 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. OF WAS e 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `�!,)jr y LOAD CASE(S) Standard ,41-10:.,. Y•- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .. ' Uniform Loads(pH) . Vert:1-3=64,2-4=-20 ?/ Concentrated Loads(Ib) Vert:5=0(B) 519'76 t{r 9.�s SIONAL G1 March 4,2016 A WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED M/lEK REFERENCE PAGE M/1.7473 rev.1LM3/2015 BEFORE USE. Design vafid for use only with Mifek®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 property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiT®k@ Is always required for stability and to prevent cofiapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIOP11 Quality Criteria,DSI-e9 and ICSI Building Component 250 Krug Circle r Job —------ ----- -------------- Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 M02 Monopitch 3 1 K1781353 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:39 2016 Page 1 ID:MEIa 11vw918VM?RnYSDSkwzeas3-gppnGyYCPu LTiMzyALoAtCfagasE2AzkA?HoLtzeLhc 1 1-0-04.0-0 —I 4-0-0 2x4 11 4 Scale=1:19.4 3 IP 8.00 ,z �c9Ep PR6FFss ��5 �tJGINEF#9 �0 cc. 89782PE ��f 2 r 9,y OREGON o``' 1 k� �•9�'qRY 15 �lC,�� �� 6 PAUL R\ 2x4 = 5 2x4 11 EXPIRES: 12/31/2016 H - 4-0-0 I 4-0-0 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.03 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/Tp12007 (Matrix) Weight 17 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 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) 6=163/Mechanical,2=235/0-3-8 Installation guide. Max Horz 2=144(LC 10) Max Uplift6=-88(LC 10),2=-39(LC 10) Max Grav6=173(LC 18),2=235(LC 1) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs nonconcurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live Iced 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. yAUL Rlk "c50I WASftv'''''el A. ' „Iiiiik.....3 'er oda ,p 1976 k" ,. isTsg49 �sS/40°5jAL�G� March 4,2016 1 / legi A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Yµ7479 rev.104,32015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall • building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing � is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Ml/ek° fabrication storage_delivery,erection and bracing of trusses and truss systems,see AN5I/TP11 Quoit,Criteria DS5-89 and SCSI Building Component 250 Klug?de • 1 Job .--- ------- --- Thus Truss Type Qty Ply Wilshire Homes-3453 Cokeley 8 2 1 1600707 N01 GABLE K1781354 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:40 2016 Page 1 IMMEIa 11vw918VM7RnY5DSkwzeas3-8bM9TH2gABTKKVY8k2JPPQCmPGG6ndgu0fl LtKzeLhb f-- -1-0-0 + 1-10-8 1-0-0 1-10-8 0.1 Scale=1:15.4 2x4 11 4 3 10.00 ii , ,,ikt.13 -i 2 89782PE -77 z AM111111.11.1 ill II III Ai 1 r ��it►,- 1',L6 OREGON20'%'Q' 6 5 919 '9RY i5 GQ 2x4= 2x4 I I �°A U L PFJ EXPIRES: 12/31/2016 1 LOADING(pati) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 1 n/r 90 MT20 220/195 TCDLSnow=25.7. 00 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 1 n/r 120 BCLL 0.0* Rep Stress Incr YES WB 0.04 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=-2/2-0-0,2=150/2-0-0,5=21/2-0-0,6=106/2-0-0 Max Horz 2=107(LC 10) Max Uplift4-14(LC 6),2=-27(LC 10),5=-42(LC 3),6=-51(LC 10) Max Grav4=55(LC 16),2=181(LC 16),6=123(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 14.0 psi or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. PAUL RI 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)4,2,5,6. .• 01}WA$p„----'1 ,4 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .� 'W 'Y r+ 1�r �° 5197ti �t{k,,� O�� "GISTER� C� SSI�NALE�G March 4,2016 t t A WARNING-Vargy design parameters end READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 1111-7473 row.1003/2015 BEFORE USE Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on 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/TP11 Quality Criteria,055.84 and SCSI Building Component 250 Klug Circle Job ------------- russ Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81600707 NO2 Monopitch 2 1 81781355 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MITek Industries,Inc. Fri Mar 04 08:00:40 2016 Page 1 ID:MEIa 1Ivw918VM?RnYSDSkwzeas3-BbM9THZgABTKKV Y8k2JPPQCmIGFfndDuOf1 LtKzeLhb I-----1 +. ---- 2-0-0-- --- I 2-0-0 Scale=1:15.4 2x4 II 4 A �4E� PR�FFs 4.c:; � tNGINFFyis, /� 2 897PR0F �r Q Al g v 4j 6 4 -74,e,OREGON �1 �/ -9.4 '9RY 16 �P� 2x4 II EXPIRES: 12/31/2016 H UR) ---I 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-6 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/rP12007 (Matrix) Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=167/0-5-8,5=64/Mechanical Installation guide. Max Horz 2=106(LC 10) Max Uplif2=36(LC 10),5=-42(LC 10) Max Gray 2=184(LC 16),5=72(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ofWAs Aw N....12.. I. Y7, X15_ RF51976 k� �,, GIST'81- SS'ONALti�G March 4,2016 A WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED ASTER REFERENCE PAGE 11147473 rev,100312015 BEFORE USE. le. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for on 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_stoorrage,delivery,erection and bracing of tenses and truss systems,see ANSIgPl1 Qua5ly Criteria,055.89 and SCSI Building Component •..•_... _.._._�_�__._...,,_._,__.:...._ ..,,,.,,__-..__.�..:._�,,, 25010ug Circle -------------------- Job --------------------- Truss ----------- Truss TypeQty — — —Ply Wilshire Homes-3453 Cokeley B1600707 P01 Monopitch 3 1 K1781356 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:40 2016 Page 1 ID:MEIa 1 Ivw918VM7RnY5DSkwzeas3-8bM9THZgABTKKVY8k2JPPQCNGFenduuOf1 LtKzel.hb F-- -0-9-10._.__i _--- 1-10-8 —_—_--_210.9 0-9-10 1-10-8 0.1-8 Scale=1:14.5 001114( II 4 2 ���Ep PR pFFss§ iS %-GINFFq /�289782PE ��'A 9,y4OREGONNr- 20`r3 III 6 �'q�,r gRYASR\J� Q' PAUL 2x4= 2x4 115 EXPIRES: 12/31/2016 1 2-0-0 1 2-0-0 LOADING(pyo TCLL 25.0 SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-6 >999 180 BCLL 0.0* Rep Stress Ina YES WB 0.02 Horz(TL) 0.00 Na Na BCDL 10.0 Code 1BC2012/TP12007 (Matrix) Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=148/0-5-8,5=71/Mechanical Installation guide. Max Horz 2=99(LC 10) Max Uplift 2=-25(LC 10),5=-47(LC 10) Max Gray 2=151(LC 16),5=78(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psF BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. PAUL Rip Adirs.'" ittIN c'••,‘ *O 4A 51976 w45f WAS144,-4.eyAl4 +{' GISTV �SSIONAL0� March 4,2016 AWARNING-Wady design parameters and READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGE MI1.7I73 rev.1W03,5015 BEFORE USE. .•. / Design valid for use only with M?ek®connectors.This design is based only upon parameters shown,and Is for on individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M I leIC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/r►It QuaSy Criteria D$8.89 and SCSI Building Component .-.- .:..._ _,. .. ,.., 25010up Circle ---- --- ----- -- -- --------_._.___.------- Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 Q01 KI781357 Monopitch 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 a Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:41 2016 Page 1 ID:MEIa I Ivw918VM?RnYSDSkwzeas3-dnwYhdZTwVbBxr7KlmgeydlytgbmW4S 1 dJmvPmzeLha I-4:65,11_1._ 2-0-0 —I Scale=1:13.7 4 2x4 II 3 10.00 l ��9,Ep PROFFss �NGlNEF29 QO2 89782PE 9T- 2 ' II • zu 4` -5;y OREGON ��� Q df 1110..II6 "99VgRY15 � 'Q' °AUL R� 2x4= 2x4 II 5 EXPIRES: 12/31/2016 I 2-0-0 I 2-0-0 LOADING(ps1) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 TCDL 7.0 Vert(TL) -0.00 2-6 >999 180 BCLL 0.0' Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 Ws n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=115/0-5-8,5=79/Mechanical Max Holz 2=87(LC 10) Max Uplift2=-6(LC 10),5=-53(LC 10) Max Gray 2=115(LC 1),5=86(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live toad 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. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. p?UL b 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. L 'I 4� 51976 ,'� —.4, SG SIONALv March 4,2016 A ..r. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1.7473 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 e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication__ delivery,erection and bracing of trusses and truss systems,see ANSI/Mil Qualify Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Y Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 R01 Flat Girder 1 1 K1781358 ProBuild Beaverton Truss, Beaverton,oR 97007 Job Reference(optional) 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:41 2016 Page 1 ID:MEIa1 Ivw918VM?RnYSDSkwzeas3-dnwYhdZTwVbBxf7KlmgeydlxTgcOW4S 1 dJmvPmzsLha i- — 3-4-0 —i 3-4-0 1 3x4= IAA a I Scale=1:15.6 mom \� �c�Eo PR°Fes,S' ry �5 CNGINEfi�9 �O �� 89782PE 291- II ■I Eli j 92 40 OREGON o- 3 A 174.• Alfiy AS PAUL •0/ 4 2x4 I I 4x4= EXPIRES: 12/31/2016 I 3-4-0 I 3-4-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl LMPLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.00 3-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 3-4 >999 180 BCLL 0.0* Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/Tpl2007 (Matrix) Weight:21 lb FT=10% LUMBER- TOP CHORD 2x4 DF No.18,Btr G BRACING- BOT CHORD 2x6 DF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except 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) 4=143/0-3-8,3=137/Mechanical Installation guide. Max Uplift4=-29(LC 4),3=-33(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever 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 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,3. 9)"Fix heels only"Member end fixity model was used In the analysis and design of this truss. 10)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down and 2 lb up at 0-1-12, and 20 lb down and 2 lb up at 2-4-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ?AUL k, LOAD CASE(S) Standard SOV WAS14 '+1 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �►. �0 Uniform Loads(plf) , - ,_y- Vert:1-2=-64,3-4=-20 Concentrated Loads(Ib) ' /�• Vert:4=-13(F)5=-13(F) \ . 4;l +0�+� 4,,51976,<, cq +f GISTE9- �SS1ONAL GI March 4,2016 A WARNING•Verifydesign parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MN•7473 rev.10A13/2015 BEFORE USE. Imam t H Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M 7®k° fabrication,storage,derrvery,erection and bracing of trusses and truss systems,see ANSI/1191 Quality Crteda,DSB-89 and BCSI Building Component 260 Klug Circle ------------ - Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781359 Job SA01 Jack-Open 2 1 81600707 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 970077.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:42 2016 Page 1 :M IDEIa 11vw918VM7RnY5DSkwzees3-5zUwuza5hpj2ZpiXsTMtUrH7F4xBFXit3szW3yCzeLhZ i-- -0-9-10 --f— ---_1.41,4 _- --4--X-0 { 0-9-10 1-6-4 Scale=1:12.4 3 10.00 1z ���ttp PROre,s c �NGINEkc,9 /0 �� 89782PE �r 2 $ Pr i l r.9 OREGON o'er �. �9 �LgRy1s2 �Q `, 9� °AUL. IA" 4 2x4= EXPIRES: 12/31/2016 H i_44 { 2-0-0 1 — 1-6-4 0-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defi Lld PLATES GRIP TCLL 25.0 Vert LL -0.00 2 >999 240 MT20 220/195 Plate Grip DOL 1.15 TC 0.06 Vert(LL) (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 ' Weight:7 lb FT=10% BCDL 10.0 Code IBC2012ITP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=136/0-5-8,4=19/Mechanical,3=31/Mechanical Max Horz 2=82(LC 10) Max Uplift2=26(LC 10),3=-41(LC 10) Max Gray 2=154(LC 16),4=39(LC 3),3=38(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever 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(fiat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live Iced of 14.0 psf or 2.00 times fiat roof Iced of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. embe the green lumber members. 6)A plate rating reduction of 20%has been applied 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. ?A.UL 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. t> •F WASt ;py -- a err 06 ,,p ,? 51976 k4a °,fs 'GISTes. �' IONALti�G March 4,2016 1r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCEPAGE MB-7473 rev.10.63/2015 BEFORE USE. til. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for on nndividual building component,inoverall o truss system.Before use,the building designer must verify the applicability of design parameters and properly ia orp design building design.Bracing indicated is to prevent buckling bracingMiTek" ling of individual truss web and/or chord members only.Additional temporary and perm is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 250 pug Circle fabrication_storage_delivery,erection and bracing of trusses and tons systems.see ANSI/Wit Quality Criteria,DSB•89 and SCSI Building Component rl. Job - --------- ----------- --- Truss Truss Type —_ _. Qty Ply Wilshire Homes-3453 Cokeley ------ ---- 131600707 SA02 Jack-Open 2 1 K1781360 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:42 2016 Page 1 ID:MEIa 1 Ivw918VM?RnYSDSkwzeas3-SzUwuza5hpj2ZpiXsTMtUrH6N4x13FX1BszWSyCzeLhZ h -0-9-10-+-- 2-0-0 -- ---I- 3-1-7 ---i 0-9-10 2-0-0 1-1-7 Scale=1:19.5 3 ►1 15, 8 10.001z ,,Q,ED PR OFFS,, - 4�,,N �NGINEF9 /s2 89782PE 9< a 2 IM1 7 OREGON Ooh Q 1 �� 9,9 �gRY15 " Q` ' �/ /°AUl RAJ 2x4= 4 EXPIRES: 12/31/2016 I-- 2-0-0 H 2-ao LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0* Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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 Installationguide. REACTIONS. (lb/size) 3=89/Mechanical,2=178/0-5-8,4=19/Mechanical Max Horz 2=140(LC 10) Max Uplift3=-100(LC 10),2=-24(LC 10) Max Gray 3=102(LC 18),2=178(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)WInd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9) Fix heels only"Member end fixity model was used in the analysis and design of this truss. eit% S ,, er 'SI1 51976 4Q 0.1� �'OisT � �ssIONALG March 4,2016 A WARNING•VaHy design parameters and READ NOTES ON THIS AND INCLUDED BITER REFERENCE PAGEMII.7473 rev.1 3GO13 BEFORE USE ..- , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek' 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 ANWTPlt QuoYy Criteria,055-139 and SCSI Building Component 250 Klug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81781361 B1600707 5801 Jack-Open 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:42 2016 Page 1 ID:MEIa 11vw918vmMnY5DSkwzeas3-SzUwuzaShp)2ZpiXsTMtUrH7F4xBFXiBszWSyCzeLhZ k Q-8a 0 + — 1 —1 2 5 —I Scale=1:12.4 3 110.00 12 ,,/ Ore �S���NGN�F `r/D 4,4 -9 ''z• 89782PE r 2 . 1'1 1 y OREGON '•�" �99 &gRY15 �I,QQ �, PAUL A\ 2s4---= 4 EXPIRES: 12/31/2016 1-6-4 I 2-0-0 .- 1-64 0-5-12 TCDL ING(ps25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:7 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=136/0.5-8,4=19/Mechanical,3=31/Mechanical Max Horz 2=82(LC 10) Max Uplift2—26(LC 10),3=-41(LC 10) Max Gray 2=154(LC 16),4=39(LC 3),3=38(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ?AUL i AA; r „0¢+ 51976 �wa �k ��'°tsT � �SSIoNALE�� March 4,2016 1 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ASTER REFERENCE PAGE Na-7473 rev.10'03/2015 BEFORE USE. Design valid for use only with MTei.®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 budding of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek° 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/TPlt rluaNy Criteria,DSB•59 and SCSI 6uIIding Component 250 Klug Circle " orp Job ----------- -----_------ Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley B1600707 SB02 Jack-Open 1 1 K1781362 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:43 2016 Page 1 ID:MEIa 11vw918VM7RnY5DSkwzeas3-ZA216JbjS6rvBzHjPBt612gH7UGQ_yK4dF0UfzeLhY F---0-9-10 +----- —.2-0-0---- I 3-1-7--H 0-9-10 2-0-0 1-1-7 Scale=1:19.5 3 1 li 10.00 12 ��1�Eo PROFFss ����5 �CNGINeF�9 p-1 N 89782PE 9t' 2 �,� 1 92 OREGON o^43 Q' �� 99� '°AUL RV�P 2x4= 4 EXPIRES: 12/31/2016 F 2-0-0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDLSnow=25.7. 00 Lumber DOL 1.15 BC 0.08 Vert(TL -000 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 Na Na BCDL 10.0 Code IBC2012ITPI2007 (Matrix) Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 3=89/Mechanical,2=178/0-5-8,4=19/Mechanical Max Holz 2=140(LC 10) Max Uplift3=-100(LC 10),2=-24(LC 10) Max Gray 3=102(LC 18),2=178(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. !AUL RI 'o ''WAS �4e1 ''� �o %A .- 1 mi4, 51976 4 t�' ' '1ISTEg � Kqv "`r'ONALiG March 4,2016 t t WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED INTER REFERENCE PAGE Ma-7173 res.10/03/2015 BEFORE USE. -.. Design void for use only with MiTek®connectors.The design is based only upon parameters shown,and h for on individual building component,not . a truss system.Before use,the building designer must verify the applicablity of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent 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/TPl1 Qual y CMeda,DSB-89 and BCSI Building Component 250 Klug Circle • Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781363 B1600707 SF01 Jack-Open 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:43 2016 Page 1 ID:MEIa 11vw918VM7RnY5DSkwzeas3-ZA216JbjS6rvBzHjPBt612gH WUGQ_yK4dF0UfzeLhY I— -1-0-0 f— 24)=0— —I2_4:13--i 1-0-0 2-0-0 0-4-13 Scale=1:14.0 3 " 6 ���ED PR R OFFS ��5 *NGINEy 6>, e.fN) ,z 2 89782PE 91--- ; 7+OREGON o^h Q' a 2 Wall 19,9 &4RY152<4 1111110.1.illild _ EXPIRES: 12/31/2016 2x4= 4 I 2-0-0 1 2-0-0 LOADING(ps25 0 SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7-0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 • Rep Stress InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight 9 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 3=58/Mechanical,2=175/0-5-8,4=19/Mechanical Max Horz 2=96(LC 10) Max Uplift 3—58(LC 10),2=-45(LC 10) Max Gray 3=65(LC 18),2=182(LC 16),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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(fiat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live Iced of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,-c WAS j irr ` At,fi 51976 k,, � .o LeVISTOP' �"SiONAL G March 4,2016 Ig WARNING-VaMy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI-7473 rev.111p9Re15 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for on 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 budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Melt" 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 ANSrPIt Cheaply Criteria,DSB.89 and BCSI Building Component 250 Klug Circle Job — —-— --— --- Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley 81600707 SF02 Jack-Open 2 1 K1781364 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:44 2016 Page 1 ID:MEIe11vw918VM7RnY5DSkwzeas3-1 MogJfcLDOzmo7svzuOLaGNOStcljRCTJH1205zeLhX F -1-0-0 +-------2-0-0----- I -- A-10-13 ----1 1-0-0 2-0-0 2-10-13 ---- Scale=1:22.9 3 1 l1I a ,`(p.Eo P R OPess 5 NGINE-k. �02 �, 8.0012 89782PE 9r 7sp ,9 2 ri. 1 ►/ EXPIRES: 12/31/2016 ►1 2x4 = 4 I 2-0-0 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl 1./d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 3=146/Mechanical,2=247/0-5-8,4=19/Mechanical Installation guide. Max Horz 2=171(LC 10) Max Uplift3=-134(LC 10),2=-61(LC 10) Max Gray 3=159(LC 18),2=247(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 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 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) 3=134. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. PAUL�� •V wASkit•''Ql t 51976 4,, O 4, 51976,0. ' SwONALE�G March 4,2016 WARNING-Vedly design parameters end READ NOTES ON THIS AND INCLUDED HOEK REFERENCE PAGEN&7473 rev.10/03/2015 WORE USE, Mr Design valid for use only with Milek®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 properly damage.For general guidance regarding the fabrication_ delivery,erection and bracing of trusses and truss systems,see ANSI/Wit Quality Criteria,0SB-119 and SCSI Building Component 250 KI Circle 0. I. Job Truss Truss Type -- — — aY Ply Wilshire Homes-3453 Cokeley 81600707 SG01 Jack-Open 1 1 K1781365 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oil 97007 7.640 s Sep 29 2015 MiTek Industries,Inc. Fri Mar 04 08:00:44 2016 Page 1 ID:MEia1 ivw918VM?RnY5DSkwzeas3-1 McgJfcLDOzmo7svzuOLaGNSHtctRCTJH?Z05zeLhX E----- ---L ---------- +-2-0.0 1 1-6-4 0-5-12 Scale=1:11.6 2 10.00 1-2 ili '`(QED PR pFFss ,� tiNGIN�F'9 O 'L 1 89782PE 9r W=`.�� i `' 4 92 OREGON Ooh Q' l'4 '9RY AS JI<,Q' ►/ PAUL 2x4 = 3 EXPIRES: 12/31/2016 I 1-6-4 I 2-0-0 I 1-6-4 0-5-12 LOADING(pa) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.02 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 • Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 2 Na Na BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:6 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 1=66/0-5-8,3=19/Mechanical,2=47/Mechanical Installation guide. Max Horz 1=59(LC 10) Max Uplift2=-53(LC 10) Max Gray 1=66(LC 1),3=39(LC 3),2=54(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psfi BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;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 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. yAUL OF WASA, wiiimr 'W ''..' 0 41', ted_ 4,,51976, k,� S5'ONALE�G March 4,2016 t A I am WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED SITTER REFERENCE PAGEYN 2a1 -7479 rev.tyros 5 BEFORE USE. i... Mil Design valid for use only with Wake connectors.This design is based only upon parameters shown.and is for an individual building component,not ," a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M Tek' fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSII-89 and SCSI Building Component 250 pug Circle Job Truss Truss Type Qty Ply Wilshire Homes-3453 Cokeley K1781367 B1600707 SPO1 Jack-Open 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Sep 29 2015 MTek Industries,Inc. Fri Mar 04 08:00:45 2016 Page 1 ID:MEIa 11vw918VM?RnYSDSkwzeas3-VYA2X?dz_kSdQHQ6Xcva6TvbjHvgSuSdYxk6YXzeLhW I- — -1-1-10 -f — 2-7-0 -f _10-8 1 1-1-10 2-7-0 1-3-8 \<C,�Ep Np R OFF3 Scale=1:13.3 c� oG,IN:F,9`'6->c) i 89784PE -9/' 7.07 R_ 9,y ORE c'��N p^`"Q' 9,9 G'4i y 5 2 �Q 2 /r r'A U .\J I ' — -- [a EXPIRES: 1 1/2016 4 2x4= 1 2-8-4 2-7I 3-10-8 H 7-6-4 0412 1-3-8 TCLLLOADING(ps25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.03 2-4 >999 180 BCLL 0.0• Rep Stress InaYES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins. BOT CHORD 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) 3=39/Mechanical,2=229/0-7-12,4=35/Mechanical Max Horz 2=93(LC 10) Max Uplift3=-48(LC 10),2=-55(LC 10) Max Gray 3=48(LC 18),2=271(LC 16),4=70(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu@=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;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 3)This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. eliNke A.A, iiir C:A er All ik" ,P0 �P 51976 cyy f' GISTEV- �SsIONALG March 4,2016 A WARNING-Wetly design parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 9111-7419 rev.14g3/2016 BEFORE USE. I Design valid for use only with Milek®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.Addtional 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/TP11 Qualify Criteria,DSB-119 and SCSI Building Component 250 Klug Circle Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury M EMDimensions are in ft-in-sixteenths. I.Ak, Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q 1/16' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves illirinit 4 may require bracing, alternative Tor I O 1 bracing should be considered. 1111110App 1116111Wiltel 3. Never exceed the design loading shown and never V stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate - designer,erection supervisor,property owner and plates 0-'na'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from • CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Trusses are designedin all respects,equal to or better than that o? Indicated by symbol shown and/or for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/I-PI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,If no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. 1 Indicates location where bearings (supports)occur. Icons vary but © 16.Do not cut or alter truss member or plate without prior 2012 MTek®All Rights Reserved approval of an engineer. ■M■ reaction section indicates joint ��� number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 111111111.1111joie 18.Use ofreen or treated lumber may le environmental,health or performanceope risks.Consult se lttwitth Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, rI/1 lie Ie 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. MTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 t