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Plans (136) \-\\S \ - CS O MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 9V- cF59525 4 p Re: B1703557 PLH-ForteE "1p"i 9 • The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K3868678 thru K3868717 My license renewal date for the state of Oregon is December 31,2017. P R OFFS, ANG I N EFS `S/O 44, 89200PE -9ctf 74. 47OREGON X1.0 C./O "9Y 14,2Q\ 10' SFR R 11-k- 6 -i P %r'/n I October 31,2017 Baxter, David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSITTPI-1, Chapter 2. =I INN NI MiTek" MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1703557 PLH-Forte E The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K3868678 thru K3868717 My license renewal date for the state of Washington is May 16,2019. 1400-ILL 8 474 WAS �, 4� � A F coo tt.� ASO � 51398 �� � cxs�R October 31,2017 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply PLH-Forte E K3868678 B1703557 A01 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:08 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-RG2cVl LkDhe6PwrTYRBH72yBfyEJzBYgI VOzrayNgz5 -1-0-q 6-2-3 1 18-2-3 I 21-9-13 29-6-0 35-7-5 40-0-0 41-0-0 1-0-0 6-2-3 12-0-0 3-7-10 7-8-3 6-1-5 - 4-4-11 0-((11 5x6 = 5x6 = Scale=1:92.7 12 13 4 15 11_ a i. 16 10 17 9 18 4x8 J 3x6 -i 19 9 8 - I'•':• 3x6 u� 8.00 12 6 7 t3 k 20 N r • 45 N 5 33 44 4x6-- 4 21 3� 43 3 - 38 _ ' ./ i 37 °36 I - kg ® 22 m o49 51 - \/\/WW'S t ig 3x6 = 32 47 31 48 30 50 29 52 5328 4x12 II 5.4 55 24 3x6= 3x4= 5x10 I I 3x4 =10x10 = 12x12 = 2627 25 3x4= 3x6 H 3x4= 8x12 H 3x10= 3x6= 3x4= 3x6 H 3x6 H 3,6 II 4x4 = 19-6-8 1 2-1-12 1 6-3-14 10-6-0 14-6-2 1 18-2-3 18 10 1 23-0-0 1 26-2-12 26-4j 8 32-9-4 I 40-0-0 i 2-1-12 4-2-2 4-2-2 4-2-2 3E-1 Orb-0 3-5-8 3-2-12 0-Z-12 6-3-12 7-2-12 0-8-5 Plate Offsets(X,Y)-- [2:0-3-8,0-1-8],[3:0-0-12,0-2-0],[19:0-4-0,0-1-8],[22:0-3-8,0-1-8],[29:0-3-9,0-1-8],[33:0-1-15,0-1-5],[35:0-3-12,0-4-8],[36:0-4-8,0-4-0],[37:0-2-8,0-2-8], [38:0-4-0,0-2-8],143:0-1-4,0-1-0],[44:0-1-4,0-1-0],[45:0-1-4,0-1-0],[46:0-1-4,0-1-0] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.15 30 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.29 30-31 >810 180 BCLL 0.0 * Rep Stress Incr NO WB 0.80 Horz(CT) 0.05 27 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:360 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):12-14. �Ep P R OFF WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc br- 19-28,3-34:2x6 DF No.2 WEBS 1 Row at midpt 19-25,11-39 G]]V� sS/ OTHERS 2x4 DF Std G*Except* JOINTS 1 Brace at Jt(s):33,34,35,36,37,38A N !GN �i7 p 12-35,13-34:2x4 DF No.1&Btr G MiTek recommends that Stabilizer -t. .uir [ �Q � 1 -7 be installed during truss erection, -.'rdanced1W tetlilt rt Installation guide. REACTIONS. All bearings 0-5-8 except Qt=length)25=6-11-0,25=6-11-0,27=0-3-8. (Ib)- Max Horz 2=-363(LC 22) Max Uplift All uplift 100 lb or less at joint(s)27 except 2=-247(LC 8),25=-351(LC 9),22=-153(LC 25) OREGON ACC Max Gray All reactions 250 lb or less at joint(s)except 2=957(LC 1),25=1529(LC 1), G �� '� 25=1529(LC 1),22=493(LC 17),27=510(LC 1) <Q �f�� '(t>r,2°�P� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1 -R R10, TOP CHORD 2-3=-1348/305,3-4=-373/113,4-5=-320/118,5-6=-321/108,6-7=-270/109, 7-8=-263/117,8-9=-314/126,10-11=-293/202,15-16=-241/264,18-19=-318/188, 20-21=-330/139,21-22=-498/172 EXPIRES: 12/31/2017 BOT CHORD 2-32=-432/1197,32-47=-994/2341,31-47=-994/2341,31-48=-1091/2527, 48-49=-1091/2527,30-49=-1091/2527,30-50=-723/1759,50-51=-723/1759, 29-51=-723/1759,27-28=-500/294,26-27=-500/294,25-26=-500/294,22-24=-52/362 WEBS 28-34=-227/604,34-43=-286/900,33-43=-246/856,33-44=-226/867,44-45=-249/925, 45-46=-278/977,19-46=-260/937,19-24=-103/458,19-25=-1430/407,25-33=-255/204, cam' 21-24=-312/252,3-42=-892/478,37-42=-892/478,37-41=-2033/1048,36-41=-2033/1048, 1v�" rjL . s. 36-40=-2240/1160,38-40=-2240/1160,38-39=-1495/807,35-39=-1495/807, ,4"1 o' WAS4., tl 34-35=-158/327,28-35=-741/280,3-32=-148/463,32-37=-1215/587,29-38=-492/329, frjiev-'2:;;7-,, W30-38=-389/812,10-38=-284/188,29-35=-892/1905AG '4f NOTES- i• 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)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 A e/ 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 4„ 51398 .c{I� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. sx, vGIST5L 3)TCLL:ASCE 7-10;Pf=25.0 psf at f snow); ory II; 4)This truss has been designed forlgreater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �s`�rONAL V.' non-concurrent with other live loads. C55Ontr ovideued n paggeat drainage to prevent water pondinge 2 . October 31,2017 MM. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil- 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 buildine dear.n. Breci .indicated is to• - :u. ,a ,• ',.''. , .. -..., .,.,. ,, ..r. :....... ..........-. :._. -Wel(is a s required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� el fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868678 B1703557 A01 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:09 2017 Page 2 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-vSc_ieLM_?mz14Qg68i WfGVMPMaYieozX9mVVNOyNgz4 NOTES- 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 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.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. 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)27 except(jt=lb)2=247,25=351,22=153. 12)"Fix heels only Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)93 lb down and 137 lb up at 2-0-0 on top chord,and 7 lb down at 2-0-12,7 lb down at 4-0-12,7 lb down at 6-0-12,7 lb down at 8-0-12,7 lb down at 10-0-12,7 lb down at 12-0-12,7 lb down at 14-0-12,7 lb down at 16-0-12,and 7 lb down at 18-0-12,and 6 lb down at 19-5-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 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:1-12=-64,12-14=-64,14-23=-64,2-22=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSUIPII Quality Criteria,DSB-59 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868679 B1703557 A02 Piggyback Base 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:10 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-NeAMw_M_IJugfD_sfrDICT2XhmwHR8d7mpV4vTyNgz3 -1-0-0 6-0-12 6-0-12 i 12-1-7 6-0-12 18-2-3 6-0-12 i 21-9-133-7-10 1 27-10-9 6-0-12 33-11-4 6-0-12 I 40-0-0 6-0-12 1-0-d all-o-11Q 5x6 = 6x6 = Scale=1:83.4 6 41 7 id is 21 3x4 ''..> 3x4 \� 519 8 3x6 x6 1 8.00 4 9 W 12 2x4\\ a` /\)11711111111111111114NININ3 2x4 // N 310 18 ..\-m12 vi Ip 3x6= 17 23 24 16 15 14 25 26 13 3x6= 3x4= 3x4 = 6x6= 3x4 = 3x4= 9-1-2 18-2-3 19-9-4 21-9-13 30-10-14 40-0-0 9-1-2 9-1-2 1-7-1 i 2-0-9 1 9-1-2 9-1-2 Plate Offsets(X.Y)-- f2:0-6-0.0-0-71,16:0-3-0,0-0-41.111:0-6-0.0-0-71.(14:0-1-12.0-1-81.115:0-3-0.0-3-81.(16:0-1-12.0-1-81 LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.18 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.36 13-14 >664 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.02 11 n/a n/a BCOL 10.0 Code IBC2015/TP12014 (Matrix) Weight:253 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(10-0-0 max.):6-7. WEBS 2x4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin• 6-16,7-15,7-14,6-15:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-16,7-15,8-1- • E0 PR OFF MiTek recommends that Stabilizers a •lig •,ted ss/ , be installed during truss erection,in • • . c= ith Stabilize R Installation guide. �� -yam REACTIONS. (Ib/size) 2=644/0-5-8,15=2167/0-5-8,11=667/0-5-8 89200PE t-- Max Horz 2=-359(LC 8) Max Uplift2=-157(LC 10),15=-460(LC 10),11=-218(LC 11) Max Gray2=644(LC 1),15=2167(LC 1),11=708(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON �tv� TOP CHORD 2-18=-661/139,3-18=-580/153,3-4=-466/144,4-5=-370/170,6-19=0/385,6-20=0/445, 7-20=0/445,7-21=-4/356,8-9=-455/264,9-10=-613/239,10-22=-721/252, /0 -.4' 14,r1° P+ 11-22=-803/238w BOT CHORD 2-17=-268/720,17-23=-211/306,23-24=-211/306,16-24=-211/306,15-16=-452/397, FR R �-� 14-15=-424/355,11-13=-84/571 WEBS 6-16=-177/858,3-17=-344/277,5-17=-123/604,5-16=-757/390,7-15=-1161/252, 8-14=-750/385,8-13=-120/601,10-13=-341/274,7-14=-190/844,6-15=-1250/295 EXPIRES: 12/31/2017 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)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11,Interior(1) 27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for RRrit reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 B 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 .''St .v WAS4 1-1>, 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. � d- Gj 4)Provide adequate drainage to prevent water ponding. ��.A 5 )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. if l 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. l 7)A plate rating reduction of 20%has been applied for the green lumber members. 51398 c� Cq 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=157, Ox ��GjS TEg�r 15=460,11=218. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1:11 , 11.8 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. October 31,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 8111-7473 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 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 terrtpnm-y and pnrmnn.nt.,.r.,,, MiTele is arways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868680 61703557 A03 Piggyback Base 5 1 Job Reference(ptionalt ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:11:31 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-FEyGdt?2mFBPYmUMsyWThu Rzq?vwfwo_Iyf5QxyNgVg -0-Q 6-0-12 1 12-1-7 1 18-2-3 i 21-9 -13 27-10-9 33-11-5 1 40-0-0 41-0-0 -0.(1 6-0-12 6-0-11 6-0-12 3-7-10 6-0-12 6-0-12 6-0-11 1-0-0 Scale=1:89.2 5x6 = 6x6 8.00 12 6 223 7 h 4, 24 3x4 -� 3x4 522 8 - , , / 3x6 \� 4 9 N 2x4 \\ 2X4 �� ry Z\3x111(6 10 25 A 1 1 - ® El U7 11 Id12L.nIII -.ore �. C_;\ 0 0 3x6= 2019 18 •17 16 15 14 26 13 4x6 —4x8= 4x4 = 4x8 I I 8x8 = 8x8 = 3x4 = 5x16 4x8 II 4x8 II 4x8 II 21-0-0 9-1-2 18-2-3 19-9-4 211-9-3 25-2-0 30-10-14 40-0-0 9-1-2 1 9-1-2 1-7-1 1-2-12 3-4-3 5-8-14 9-1-2 0-9-13 Plate Offsets(X,Y)-- [2:0-6-4,0-0-111,[6:0-3-0,0-0-41,[13:0-1-10,0-3-21,[17:0-9-8,0-2-81,[18:0-2-4,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.10 2-20 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.33 2-20 >704 180 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 11 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix) Weight:289 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(10-0-0 max.):6-7. 2-19:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brad • WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-18,7-17,6- itaD P R()Fe. 6-18,7-17,6-17,7-15:2x4 DF No.1&BtrG - - c� MiTek recommends that Stabilizers •��•�_-�-• / be installed during truss erection,. v •--, - ith Sta• ` - 0,0,Installation guide. 4t,r 17 REACTIONS. (lb/size) 2=607/0-5-8,11=626/0-5-8,17=2245/0-5-8 4::t' 89200P E 1--- Max Max Horz 2=-360(LC 8) Max Uplift 2=-151(LC 10),11=-199(LC 11),17=-473(LC 10) Max Gray 2=607(LC 1),11=662(LC 19),17=2245(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TG 'LOREGON REGON � � TOP CHORD 2-21=-594/123,3-21=-513/137,3-4=-385/124,4-5=-296/150,5-22=0/309,6-22=0/457, 6-23=0/440,7-23=0/440,7-24=0/443,8-24=0/282,8-9=-367/212,9-10=-525/195, i� �,4}' 14 2.0\ P 10-25=-662/225,11-25=-743/211 ill 'BOT CHORD 2-20=-284/609,19-20=-252/333,18-19=-253/334,17-18=-469/418,16-17=-585/419, RRI� ^ 15-16=-512/400, 11-13=-61/524 WEBS 6-18=-122/325,3-20=-354/276,5-20=-129/518,5-18=-708/394,7-17=-749/180, ----- --8-13=-110/602,6-17--729/249,7-15-91/381,8-15=-779!385;10-13=-338/275 -- . EXP ES: 1 2/3 11201 7 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)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11, Interior(1)27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& "` �jtRrL� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �lv Q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 •$). O. WAW `�.f> 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. Op Cl, "F'4)Provide adequate drainage to prevent water ponding. I ''( '*-- °. 411111 , 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ~-` /', 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. r �;r. 7)A plate rating reduction of 20%has been applied for the green lumber members. rA 51398 k 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 151 lb uplift at joint 2,199 lb uplift at joint Q,{, ,,Z19R� 11 and 473 b uplift at nt 17. 9)This truss isl designed int accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �s'VONAL- 10)"Fix heels only"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. October 31,2017 LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng 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 ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868681 81703557 A04 PIGGYBACK BASE 2 1 Job Reference(optional) ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:10:07 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPb14-j4tW 9_MYRcKTs3DxJ0mHAzex8FS_v_d_uJfUpyNgX_ -1-0-0 6-0-12 12-1-7 18-2-31 21-9-13 I 27-10-9 33-11-5 40-0-0 4I1-00 1-0 6-0-12 6-0-11 6-0-12 3-7-10 6-0-12 6-0-12 6-0-11 1-0 7x14 MT18H = Scale=1:90.5 5x6 = 6 7 O 1 -\\\\\\:%%s*%.*ss.s% 23 8 3x6 i 3x6 8.00 112 2x4 \\ 4 9 Cr:, 2x4 // N 3 10 Alk\21 24 vI1 2 .�. y ® : CI sr 11 m m . _ `?\ 132Ii9 3x6= 2019 •1825 26 17 16 15 27 14 28 13 4x6 = 0 0 4x8 = 8x8 = 4x8 = 4x8 I I 8x8 = 3x4 =2x4 II 4x8 114x8 I I 6x8= 4x8 I I 9-1-2 111-0-41 17-10-10 19-9-4122-1-6 1 25-2-0 1 30-10-14 I 40-0-0 I 9-1-2 1-11-2 6-10-6 1-10-10 2-4-2 3-0-10 5-8-14 9-1-2 Plate Offsets(X,Y)-- 12:0-3-8,0-1-81,15:0-2-12,0-1-81,16:0-8-9,Edg_e1,113:0-2-0,0-4-01,117:0-2-4,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.13 2-20 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.40 2-20 >324 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:285 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(6-0-0 max.):6-7. 2-19:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra ;, WEBS 2x4 DF Std G 6-0-0 oc bracing:18-20. ��D' OPF WEBS 1 Row at midpt 6-17,8-15 - G G N Oro MiTek recommends that Stabilizer- =.; r-• cross brdi '2 be installed during truss erectio i•=•r•rdance with Stabilizer ..7 Installation guide. 89200PE REACTIONS. (lb/size) 2=476/0-5-8,11=1258/0-5-8,18=1745/0-5-8 Max Horz 2=365(LC 9) Max Uplift 2=-74(LC 10),11=-309(LC 11),18=-411(LC 10) Max Gray 2=476(LC 1),11=1258(LC 1),18=1782(LC 18) (47 OREGON AFL' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4- �,9 Nts TOP CHORD 2-21=-358/96,3-21=-278/110,5-22=-706/302,6-22=-690/330,6-7=-706/377, Q }' 14,2� 7-23=-915/377,8-23=-929/350,8-9=-1435/411,9-10=-1593/394,10-24=-1729/424, }7jp' 11-24=-1826/410 �`�R R L� BOT CHORD 2-20=-221/364,19-20=-265/316,18-19=-264/314,18-25=-191/291,25-26=-191/291, 17-26=-191/291,17-27=-59/603,16-27=-53/620,15-16=-54/608,14-15=-45/1065, 14-28=-47/1066,13-28=-48/1062,11-13=-228/1429 EXPIRES: 12/31/20_17 WEBS 3-20=-357/284,6-17=-533/96,5-20=-123/430,8-15=-712/367,8-13=-103/568, 6-15=-151/621,7-15=-63/260,10-13=-329/280,5-17=-37/724,5-18=-1630/413 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;enclosed; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11, RRILL , Interior(1)27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& WAS MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `� '1'G' �� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,�O rfi 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 overhangsiir .. '2. L'� ..i,-.....", non-concurrent with other live loads. `'- 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. -Or 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A� 51398 �� 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 24, �FGjSTE,R� will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. �SSIONALE�G 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 2,309 lb uplift at joint 11 and 411 lb uplift at joint 18. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 31,2017 �111"§-211-511M`" g�t)breaks including heels"Member end fixity model was used in the analysis and desian of this truss 1 v A q81 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MNTEK REFERENCE PAGE 51II-7473 rev.10/03/2015 BEFORE USE. mg 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,Cesign ^D N iS tr pr�enf b�rrkriag I tnQjvid al truss asb aM/or o^y�dditiov=rJ .7peryy avd-pa�man�nt 6r^ting M114'. 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type •Qty 'Ply PLH-Forte E K3868681 B1703557 A04 PIGGYBACK BASE 2 1 Job Reference(ootionaj) ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:10:07 2017 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPb14-j4tW 9_MYRcKTs3DxJ0mHAzex8FS_v_d_uJfUpyNgX_ • NOTES- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. let 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 `AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job' Truss Truss Type Qty Ply PLH-Forte E K3868682 B1703557 A05 PIGGYBACK BASE 2 1 Job Reference(optional) ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:09:23 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPb l4-?cDtl6Smvw3aB5hlM4DSVu85JPBsg?C8s2lKwMyNgXg -0- 6-0-12 12-1-7 i 18-2-3 21-0-021II-9- 3 27-10-9 i 33-11-5 40-0-0 4I1-0-p -0 6-0-12 6-0-11 6-0-12 2-9-13 0-9-1 6-0-12 6-0-12 6-0-11 T-o-d Scale=1:79.2 7x14 MT18H= 5x12 MT18H = 6 7 j ? 22 3x4�i 3x4 521 8 3x6 3x6 4 9 W 8.00 12 2x4 \\ to *e 2x4// N 3 10 '- 20 IIIIIIIIIII 23 11 711 2 ,.., -. .R. .. ri�Y�Y L.1 13=.2, \ ItpIin 3x8 = 19 18 17 16 15 24 14 25 13 4x6 = o 3x4 = 8x8 = 8x8 = 9-1-2 18-2-3 i 21-0-0 212-1- 25-2-0 i 30-10-14 f 40-0-0 I 9-1-2 9-1-2 2-9-13 1 3-0-10 5-8-14 9-1-2 Plate Offsets(X,Y)-- f2:0-8-0,0-0-11],f6:0-8-9,Edge],17:0-6-9,Edge],f13:0-2-0,0-4-0],117:0-2-4,0-4-01 LTCLL OADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.14 2-19 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.45 2-19 >999 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight 275 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-9 oc purlins,except BOT CHORD 2x6 DF No.2`Except* 2-0-0 oc purlins(5-6-7 max.):6-7. 2-18:2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra •• , • WEBS 2x4 DF Std G 8-11-13 oc bracing:2-19. �EQ a OFE WEBS 1 Row at midpt 8-15,5-17 •• s, !irml, rs -iMiTek recommends that Stabilizer- =. :, cross br- Ii 1 q be installed during truss erectio i.:.r.rdance with Stabilizer .=y Installation.uide. 2• •0• REACTIONS. (lb/size) 2=1739/0-5-8,11=1739/0-5-8 = Max Horz 2=365(LC 9) Max Uplift 2=-371(LC 10),11=-371(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 47OREGON Ix ,lU� TOP CHORD 2-20=-2559/575,3-20=-2478/590,3-4=-2352/581,4-5=-2156/607,5-21=-1757/551, 6-21=-1744/578,6-7=-1437/554,7-22=-1817/589,8-22=-1831/561,8-9=-2252/609, /0 '44- 142.°1 '+' 9-10=-2449/583,10-23=-2600/611,11-23=-2701/596 Aw Q` BOT CHORD 2-19=-549/2111,18-19=-339/1762,17-18=-339/1763,17-24=-130/1406,16-24=-126/1422, v`�R R �� 15-16=-123/1403,14-15=-218/1804,14-25=-220/1806,13-25=-221/1802,11-13=-368/2150 WEBS 3-19=-310/278,6-17=-186/480,5-19=-116/464,8-15=-685/363,8-13=-99/545, 6-15=-146/283,7-15=-183f745,10-13=-317/278,5-17=-596/360 EXPIRES: 12/31/2017 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)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11, Interior(1)27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,KRILL B 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �� F � A. 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 O l non-concurrent with other live loads. `� _ G' tit, 4)Provide adequate drainage to prevent water ponding. 11 f '� p - 5)All plates are MT20 plates unless otherwise indicated. J••• 6)All plates are 4x8 MT20 unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r � 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 Aft 51398 cy" will fit between the bottom chord and any other members,with BCDL=10.Opsf. c31 ��GjSTE � 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 371 lb uplift at joint 2 and 371 lb uplift at SSIONALti,AG joint 11. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. October 31,2017 y13l`graphj��Qy�jtl reoresentation does not depict the size or the orientation of the ourlin along the too and/or bottom chord U®(J�W1ARUNIINJG-VVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. SWIM mit 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 nwent bucklin of i ,web andlnr rhnnl mpmh.ra only Arlditinnal tempnm �p ry and pqapgijac MiTE7k. ,saiways7equired for stab,i and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 11 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSA PI1 Quality Criteria,D8B-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868682 B1703557 A05 PIGGYBACK BASE 2 1 Job Reference(optional) ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:09:23 2017 Page 2 I D:5TjUXzerH V K8xjgOZSZeNpyPbl4-?cDtl6Smvw3aB5hlM4DSV u85JPBsg?C8s2fKwMyNgXg ii LOAD CASE(S) Standard ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. iim Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868683 61703557 A06 PIGGYBACK BASE 1 1 Job Reference(optional) t'roBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:14 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-GQPtILPVpXOG7rlduhlhMJCD1 NEpN?eihRUH2EyNgz? t-0- 6-0-12 I 12-1-7 I 18-2-3 I 21-9-13 i 27-10-9 i 33-11-4 I 40-0-0 4 -0-6 1-0- 6-0-12 6-0-12 6-0-12 3-7-10 6-0-12 6-0-12 6-0-12 i-0-0 7x14 MT18H= Scale=1:87.6 7x14 MT18H 8.00 112 6 7 27 3x4 i 3x4'� 525 8 3x6-<- 3x8 • 2X4 �� 4 0 *.9 2X4// N 3 10 N 24 2g / 12 49 o /1 17 29 30 16 15 1431 32 33 13 0 3x4= 3x4 =3x6 3x8= 3x4= 3x8 = 3x8= I 9-1-2 I 18-2-3 1 21-9-13 I 30-10-14 I 40-0-0 I 9-1-2 9-1-2 3-7-10 9-1-2 9-1-2 Plate Offsets(KY)-- [2:0-8-4,0-0-151.[6:0-8-9,Edge].[11:0-8-4.0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.26 16-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.60 16-17 >804 180 MT18H 220/195 TCDL 7.0 BCLL 0.0 * Rep Stress Incr YES WB 0.44 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:237 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-7-5 max.):6-7. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied. PROF 6-16,6-14,7-14:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-16,6-14,8-1- �Q,ED F.S MiTek recommends that Stabilizers a •I��i -• *,. 1 s/Q be installed during truss erection,in . : ith Stabiliz?R '7/ Installation guide. 9 REACTIONS. (lb/size) 2=1744/0-5-8,11=1744/0-5-8 89200PE f Max Horz 2=-363(LC 8) Max Uplift2=-388(LC 10),11=-388(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-2588/587,3-24=-2488/601,3-4=-2369/598,4-5=-2287/615,5-25=-1760/561, -; OREGON tV 6-25=-1746/589,6-26=-1383/558,7-26=-1383/558,7-27=-1747/589,8-27=-1761/561, - 9 O'�t` '� 8-9=-2283/615,9-10=-2369/598,10-28=-2488/601,11-28=-2588/587 OA� 14,2 Q�` BOT CHORD 2-17=-575/2296,17-29=-370/1901,29-30=-370/1901,16-30=-370/1901,15-16=-153/1488, 'V! Q) 15-31=-153/1488,14-31=-153/1488,14-32=-218/1729,32-33=-218/1729, R RIO, 13-33=-218/1729,11-13=-359/2070 WEBS 3-17=-323/273,5-17=-110/565,5-16=-686/364,6-16=-220/786,7-14=-1751710, 8-14=-684/364,8-13=-111/565,10-13=-324/273 EXPIRES: 12/31/2017 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)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11,Interior(1) 27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 RR-rLL , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 *4* V WAS �{ 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 O �v non-concurrent with other live loads. .nS.;:'..- G'') 4)Provide adequate drainage to prevent water ponding. ,� ! si- ' • 5)All plates are MT20 plates unless otherwise indicated. cr'� 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 ,, r er fit between the bottom chord and any other members,with BCDL=10.0psf. 51398 .C{>� 8)A plate rating reduction of 20%has been applied for the green lumber members. ��GIS7BRP'`-'4{, 9)Pr1ovide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=388, .v,s+, ALE�G 10)This ttruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum Continued on page lied directly to the bottom chord. October 31,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall _41.6411114111319f1 Bracing indicated is In prevent b,wkting rd indiviAnnal Ines with anypr dnnra n,n.nM.a only*w,uey,aL1e..pe.api e' P"m"m"i-be"'n9 1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M���•K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868683 B1703557 A06 PIGGYBACK BASE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:14 2017 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-GQPtILPVpXOG7rlduhlhMJCD1 NEpN?eihRUH2EyNgz? NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe kx is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E 81703557 A07 PIGGYBACK BASE 9 1 K3868684 Job Reference(optional) ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:08:37 2017 Page 1 I0:5TjUXzerH V K8xjgOZSZeNpyPbl4-LmRU6NuvInG5g 1 AwfQOgdBEE4sUwu DON Hu WuJOyNciYO -i-o- 6-0-12 12-1-7 I 18-2-3 1 21-9-13 27-10-9 33-11-4 i 40-0-0 4 -0 1-0 6-0-12 6-0-12 6-0-12 3-7-10 6-0-12 6-0-12 6-0-12 1-0- 7x14 MT18H = Scale=1:89.8 5x12 MT18H = 8.00 12 6 223 T 24 3x4 G 3x4 O 5 2 8 3x6 3x8 \� 2x4 \\ 4 9 W '' *. 2x4 // r.i N 3 0 21 25 co 2 11 vI 1 •. ,v ` u �Iv�S d /II 2019 18 26 17 16 27 28 15 14 13 0 0 3x8 = 4x8 = 8x8 =8x8 = 4x8 = 8x8 = 3x4 = 8x12 II 4x4 = 5x8\� 8x8= I 9-1-2 I 18-2-3 1 21-9-1322-5r0 30-10-14 I 37-6-8 140-0-0 1 9-1-2 9-1-2 3-7-10 0-7-3 8-5-14 6-7-10 2-5-8 Plate Offsets(X,Y)-- 12:0-8-0,0-0-111,16:0-8-9,Edge],17:0-6-9,Edge],18:0-1-12,0-1-81,111:0-3-0,0-2-13],01:0-5-7,0-2-41,117:0-8-14,0-4-01,118:0-2-4,0-4-01 LO TCLL ADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.15 11-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.42 2-20 >999 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.15 11 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:269 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(5-6-12 max.):6-7. 2-19:2x4 OF No.1&Btr G,11-15:2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra •s, Fx,c�n WEBS 2x4 DF Std G*Except* 8-9-0 oc bracing:2-20. �(� t't'S OF 7-17,6-17,6-18:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-18,8-17 •• •• Fc5'<1/2_,WEDGE R`G(NE Right 2x4 DF Std-G MiTek recommends that Stabilizer. :.:r• cross br p2 be installed during truss erectio i• ••rdance with Stabilizer r,+ Installation guide. 2• a i. REACTIONS. (lb/size) 2=1739/0-5-8,11=1739/0-5-8 its Max Horz 2=-363(LC 8) Max Uplift 2=-389(LC 10),11=-389(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G 47 OREGON tx „4. " TOP CHORD 2-21=-2559/576,3-21=-2478/591,3-4=-2353/591,4-5=-2156/608,5-22=-1757/553, 6-22=-1743/581,6-23=-1426/553,7-23=-1426/553,7-24=-1809/585,8-24=-1823/558, i0 "91' 142.0N -V- 8-9=-2411/637,9-10=-2608/620,10-25=-2756/636,11-25=-2836/622 /},, Q` BOT CHORD 2-20=-573/2116,19-20=-368/1765,18-19=-369/1766,18-26=-150/1402,17-26=-147/1404, SFR R I LA- 16-17=-225/1623,16-27=-226/1846,27-28=-226/1846,15-28=-226/1846,14-15=-226/1846, 13-14=-388/2281,11-13=-392/2256 WEBS 3-20=-311/269,5-20=-116/465,5-18=-622/369,7-17=-175/699,6-17=-152/352, EXPIRES: 12/31/2017 6-18=-200/501,8-17=-766/379,8-14=-135/726,10-14=-322/273 NOTES- 1)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11, Interior(1)27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& BRILL 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 J ) , WAS q. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 )Oy _ Ftj,, ,>, 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 .t ,i G,>� It non-concurrent with other live loads. ..,.� L 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. 4�7 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 4 51398 �� will 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. d+{ �GISTER� 1•'1� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 389 lb uplift at joint 2 and 389 lb uplift at �SSIONAL��G joint 11. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. October 31,2017 y'12l Gtapbj�' jjrireoresentation does not deoict the size or the orientation of the ourlin alone the too and/or bottom chord 5I I` WIAfI a WRUUNIIN,G-VVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall fabrication, sicca Information available erection from Trans csof trussesreN and trussu Street,systems, see2 "N„•T'••1 .• r ••5 . .• ...'^a g i m r desi n. Braci •indicated is to•revent buckli •of i r _ • Plat 18 Sui is -ys require• •r stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the storage, ry, bracingAria,V 2 Quality Criteria,DSB-5g and aC31 Building Component Corona,250 Circle92 Alexandria,VA 22314. CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868684 B1703557 A07 PIGGYBACK BASE 9 1 Job Reference_Optional) ProBuild Beaverton Truss,Beaverton,oR 97007 7.640 s Nov 10 2015 MiTek Industries,Inc. Tue Oct 31 15:08:37 2017 Page 2 I D:5TjUXzerH VK8xjgOZSZe NpyPbl4-LmRU6NuvInG5g 1 AwfQOgdBEE45UwuDONHuWuJOyNgYO LOAD CASE(S) Standard ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. aill 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868685 B1703557 A08 PIGGYBACK BASE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:17 2017 Page 1 I D:5TjUXzerHVKBxjgOZSZeNpyPbl4-g?5?ONSN5Smr_I1 CagsOygkHaGWaMN9NPiyeZyNqyy -o-p 6-0-12 I 12-1-7 18-2-3 21-9-13 i 27-10-9 1 33-11-4 40-0-0 4-0 1-0-0 6-0-12 6-0-12 6-0-12 3-7-10 6-0-12 6-0-12 6-0-12 -0-o 7x14 MT18H= Scale=1:87.6 7x14 MT18H I I 8.00 12 6 0 7 ' T 27 3x4 i 3x4 Q 525 8 3x8 G 3x8 2x4 \\ 4 0 .. 2x4// `V .4. \ 3 10 „Hilis 24 28 mi/2 9 12 o o 17 29 3016 15 1431 32 33 13 3x4= 3x4 =3x6 3x8= 3x4= 3x8 = 3x8= I 9-1-2 I 18-2-3 1 21-9-13 1 30-10-14 I 40-0-0 I 9-1-2 9-1-2 3-7-10 9-1-2 9-1-2 Plate Offsets(X.Y)— [2:0-8-4,0-0-15],[6:0-8-9.Edge],[11:0-8-4.0-0-15] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.26 16-17 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.60 16-17 >804 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:237 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-7-5 max.):6-7. WEBS 2x4 DF Std G`Except* BOT CHORD Rigid ceiling directly applied. 6-16,6-14,7-14:2x4 DF No.1&Btr G WEBS 1 Row at midpt 5-16,6-14,8-1 <<(.p,ED P R OFFS, MiTek recommends that Stabilizers a iGsbi s/p be installed during truss erection,in ithh Stabil � �, Installation guide. �� '9 REACTIONS. (lb/size) 2=1744/0-5-8,11=1744/0-5-8 89200PE C' Max Horz 2=-363(LC 8) Max Uplift2=-388(LC 10),11=-388(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q CC TOP CHORD 2-24=-2588/587,3-24=-2488/601,3-4=-2369/598,4-5=-2287/615,5-25=-1760/561, 17/„.. �T OREGON � 6-25=-1746/589,6-26=-1383/558,7-26=-1383/558,7-27=-1747/589,8-27=-1761/561, / �/,9 °'��` 8-9=-2283/615,9-10=-2369/598,10-28=-2488/601,11-28=-2588/587 O 7 4,rL P+ BOT CHORD 2-17=-575/2296,17-29=-370/1901,29-30=-370/1901,16-30=-370/1901,15-16=-153/1488, lw 15-31=-153/1488,14-31=-153/1488,14-32=-218/1729,32-33=-218/1729, V`�R R �-� 13-33=-218/1729,11-13=-359/2070 WEBS 3-17=-323/273,5-17=-110/565,5-16=-686/364,6-16=-220/786,7-14=-175/710, 8-14=-684/364,8-13=-111/565,10-13=-324/273 EXPIRES: 12/31/2017 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)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11,Interior(1) 27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ).RR LL , 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 �v o��'AS `tJ 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 r non-concurrent with other live loads. ,�'O 4)Provide adequate drainage to prevent water ponding. ` jp. �' 5)All plates are MT20 plates unless otherwise indicated. i ;: 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 A /4',!, fit between the bottom chord and any other members,with BCDL=10.0psf. 1398 w� 8)A plate rating reduction of 20%has been applied for the green lumber members. t?� �PG5NI S1 EL8:5; � 9)Providedemechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=388, �S �;j ALE 10)This ttruss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vu"gypsum Continued trockpbee pplied directly to the bottom chord. October 31,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868685 B1703557 A08 PIGGYBACK BASE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:17 2017 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-g?5?ONSN5Smr_I1 CagsQ_ygkHaGWaMN9NPiyeZyNqyy NOTES- 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. • ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92680 Job Truss Truss Type Qty Ply PLH-Forte E K3868686 B1703557 A09 Piggyback Base 4 1 Job Reference(optional) 'ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:17 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPb14-g?5?ONSN5SmrI1 CagsQ_ygjyal5aLR9NPiyeZyNqyy -r-O-p 6-0-12 12-1-7 18-2-3 21-9-13 27-10-9 33-11-4 40-0-0 1-0-J 1-0-0 6-0-12 6-0-12 6-0-12 3-7-10 6-0-12 6-0-12 6-0-12 -0-C 6x6 = 5x6= Scale=1:82.0 6 g,1 is 22 3x4 i 8x8\� 5 20 8 3x6 : �� 0 3x6\ N 8.00171i- fD92x4//q. 10116 23 11 , 192x431,/ . • 0 3x6 = 18 24 25 17 16 1526 27 14 13 3x8 = 3x4 = 3x4= 3x6 3x10 = 2x4 H 3x4= 9-1-2 I 18-2-3 1 21-9-13 i 27-9-4 1 30-10-14 40-0-0 I 9-1-2 9-1-2 3-7-10 5-11-7 3-1-10 9-1-2 Plate Offsets(X.Y)-- [2:0-6-0.0-0-11].[8:0-2-8,0-2-8].[11:0-8-0,0-0-11].[15:0-2-8.0-1-8],[17:0-1-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.20 17-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.42 17-18 >789 180 BCDTCDL L 0.0 7.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.04 11 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:248 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-12 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):6-7. WEBS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin• 6-17,6-15,7-15:2x4 DF No.1&Btr G WEBS 1 Row at midpt 6-15,5-17,7-1 . 4jk P R OFFS MiTek recommends that Stabilizers a •ras i -••Ltes[lkteizzp s/p be installed during truss erection,in .4.4:- • . ith Stabilizer Installation guide. REACTIONS. (Ib/size) 11=488/0-5-8,2=1194/0-5-8,14=1797/0-5-84. 89200PE �s Max Horz 2=-363(LC 8) Max Upliftll=-155(LC 11),2=-288(LC 10),14=-336(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-1615/358,3-19=-1534/372,3-4=-1425/363,4-5=-1266/389,5-20=-780/336, -9 OREGON � F 6-20=-766/361,6-21=-462/324,7-21=-462/324,7-22=-544/313,8-22=-565/287, G � • /Q ,9Y Nt 10-23=-296/144,11-23=-377/130 1Q,2PBOT CHORD 2-18=-426/1506,18-24=-220/1107,24-25=-220/1107,17-25=-220/1107,16-17=-114/672, 'iw RR16-26=-114/672,15-26=-114/672,15-27=-287/231,14-27=-287/231,11-13=-3/254 WEBS 6-17=-226/856,6-15=-745/224,3-18=-321/271,5-18=-114/581,5-17=-724/385, 8-15=-144/930,8-13=-142/457,10-13=-350/266,8-14=-1720/446 EXPIRES: 12/31/2017 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)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11,Interior(1) 27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 RRIL [�' L 2)TCLL:ASCE 7-10;Pf=25.0 psf(Flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1.1 fit*• 8q, 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 v WAS `t non-concurrent with other live loads. S �� - �'e' jii4)Provide adequate drainage to prevent water ponding. a4,,--r 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -f o © � 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. /41`' � ,, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=155, 51398 cy 2=288,14=336. Qr{ ���+IS T�R� try' 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. <s Cj�` 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SIOIVALF� October 31,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildin desi•n. Braci •indicated is to•revent buddi •of i •pits ms web;WOW rhnni mnmbnrsnnty lVMitinnel Mmpnray and pn.manont hrarina Miele is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92890 Job Truss Truss Type Qty Ply PLH-Forte E K3868687 B1703557 A10 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:19 2017 Page 1 I D:5TjUXzerH V K8xjq OZSZeN pyPb I4-cN Dmp3Ted40ZEcAbh Eus3Nv7k05T2KH Sqj B2j RyNgyw -�-O-Q 18-2-3 18-2-3 21-9-13 3-7-10 40-0-n 18-2-3 41000 d 5x6= 5x12 MT18H= Scale=1:79.4 12 13 4 15 11 16 1017 48 9 47 18 3x6 8 19 3x6 O o . - 20 9 7 k a N ' 8VI 00 16 a w 21 N E 2 22 23 49 24 ii , m 25Ixx-x x x X xx xx xx x x Xx x xx xx x x x xxx x ? 280Yx x x x x XXX x x o 0 1. 3X6 - 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3x6 -5x6= 21-9-13 I 40-0-0 21-9-13 18-2-3 Plate Offsets(X.Y)-- [2:0-3-8,0-1-8],[14:0-6-9,Edge],[25:0-3-8,0-1-8],[36:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 26 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 26 n/r 120 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 25 n/a n/a BCLL 0.0 * BCDL 10.0 Code 18C2015/TP12014 (Matrix) Weight:302 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):12-14. OTHERS 2x4 DF Std G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci ,. `�, • .nr� 12-37,11-38,13-36,15-35,16-34:2x4 DF No.1&Btr G WEBS 1 Row at midpt 12-37,11-38,11 WMJ 6 17-33 5� �G I N E `�s'/a MiTek recommends that Stabilizers ,trt�- oss bracinYY �/ be installed during truss erection,i, et b iance,vfiui tefilizerE "9`,, Installation guide. t255`y� UUCU)tt'' REACTIONS. All bearings 40-0-0. (Ib)- Max Horz 2=-363(LC 8) Max Uplift All uplift 100 lb or less at joint(s)37,38,39,40,41,42,43,44,45, 36,34,33,32,31,30,29,28,27,25 except 2=-114(LC 6) © Cr Max Gray All reactions 250 lb or less at joint(s)2,37,38,39,40,41,42,43,44, 17, ,A OREGON �<0 45,36,35,34,33,32,31,30,29,28,27,25 /O '.(4.' 1 4:1Q: ZQ\ + FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. SFR R I L\' TOP CHORD 2-3=-344/290,3-46=-275/246,4-46=-270/260,9-47=-183/269,10-47=-175/277, 10-11=-238/318,11-12=-292/349,12-13=-260/308,13-14=-260/308,14-15=-260/308, 15-16=-297/342,16-17=-236/269 /B0T CHORD 2-45=-144/252,44-45=-144/252,43-44=-144252,42-43=-144/252,41-42=-144/252, EXPIRES; 12/31/2017 40-41=-144/252,39-40=-144/252,38-39=-144/252,37-38=-144/252,36-37=-145/254, 35-36=-145/254,34-35=-145/254,33-34=-145/254,32-33=-145/254,31-32=-145/254, 30-31=-145/254,29-30=-145/254,28-29=-145/254,27-28=-145/254,25-27=-145/254 NOTES- -`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 'RR]�L 8q (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-6-5,Exterior(2)12-6-5 to 27-5-11,Interior(1) J. ) O' WAS,trii #j, 27-5-11 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for OP C '\reactions shown;Lumber DOL=1.60 plate grip DOL=1,60 p2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry ri _ r Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. j.' 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 47 4)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 A 1',' non-concurrent with other live loads. ,I, 51348 .c0 �� 5)Provide adequate drainage to prevent water ponding. a7(+'c-,c, , -Gjs w- 6)All plates are MT20 plates unless otherwise indicated. S GS 7)All plates are 2x4 MT20 unless otherwise indicated. SIONALV" 8)Gable requires continuous bottom chord bearing. gg1 able tuds s a d at 2-0-0 oc. October 31,2017 C6n inued4on pane A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is bawd only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall /� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868687 B1703557 A10 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:19 2017 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-cNDmp3Ted4OZEcAbhEus3Nv7kO5T2KHSgjB2jRyNgyw NOTES- 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tat by 2-0-0 wide will fit between the bottom chord and any other members. 12)A plate rating reduction of 20%has been applied for the green lumber members. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)37,38,39,40,41,42,43,44,45,36,34,33,32,31,30,29, 28,27,25 except(jt=lb)2=114. 14)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. tea. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design .erg+ng indicated/s to prevent backing of individualtruss webandfor chord members only nd+Aional temporary and pew bracing MITele 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 ANSUTP11 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868688 B1703557 ACAP01 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:19 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-cNDmp3Ted4OZEcAbhEus3Nv8ZO5u2MYSgjB2jRyNgyw 3-7-10 3-7-10 4x4= Scale=1:9.9 2 8.00 12 Ir4 I D P R O ���E FFss v 3 �N5 �GNG1tvE E: /O MA �� 892a0PE < o � ", ra 14 �,. 4 2x4 % 2x4 II 2x4 EXPIRES: 12/31/2017 3-7-10 3-7-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 (Matrix) Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-10 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) 1=73/3-7-10,3=73/3-7-10,4=118/3-7-10 I Max Horz 1=-30(LC 8) Max Uplift1=-24(LC 10),3=-28(LC 11),4=-6(LC 10) I 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)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. --6)-This truss has been designed for a 10.0 psf bottom chord live load nonconcurren Tth any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. _c�.R�LL 8 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building t1 4 designer. WAS `1l, c kr Q � t.t. k. `�51348 f+TSTER SrONAL��G October 31,2017 mni 1u i III AIM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.IW03/2015 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 ANSITIPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868689 B1703557 ACAP02 GABLE 28 1 Job Reference(optional) PProBuild Beaverton Truss, Beaverton,oR 97007 - 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:20 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-4an80PUGON8PrmInFyP5caSJJoR7npob3NxcFuyNgyv 3-7-10 3-7-10 4x4 = Scale=1:9.9 2 8.00 12 1,11, ,, PR OFF ��sk0 ss v 3 ��`� �tJG1NEFR /O 1 �� 2 c, Iry All 89200E 47r.' CPIEGON R �tU O x' 14 6P 4 tit R R zxa 2x4 H 2x4` EXPIRES: 12/31/2017 I 3-7-10 I 3-7-10 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins. BOT CHORD 2x4 OF 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) 1=73/3-7-10,3=73/3-7-10,4=118/3-7-10 Max Horz 1=-30(LC 8) Max Upliftl=-24(LC 10),3=-28(LC 11),4=-6(LC 10) 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)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `� 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building M"RRr1 j $ designer. „4",Oo WASZr>, 1, dr. ,ter 4 1: 4, 51398 q,4 rsire'icv .e -6'SSIONAL VBG October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notmir a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildin•desi.n. Braci .indicated is to resent buckli a of individual truss .. v.u.•, nr• -,r,,•.=r:only Additional temporary and permanent homing MiTele is a'-.-s required •r stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 l(ug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868690 B1703557 ACAP03 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:20 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-4an80PUGON8PrminFyP5caSJJoR7npob3NxcFuyNgyv 3-7-10 I 3-7-10 4x4= Scale=1:9.9 2 8.00 I 12 r1 p P R OF v 3All �`c°�F' .D R si2 Aid 1 IP11.1 ::9202107:: rN CZ- ci, _ �, a Ct4EGON 14 4 /11/ RRI1.L 0- 2x4 'i 2x4 II 2x4 EXPIRES: 12/31/2017 I 3-7-10 I 3-7-10 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress lncr YES WB 0.01 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-10 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) 1=73/3-7-10,3=73/3-7-10,4=118/3-7-10 Max Horz 1=-30(LC 8) Max Upliftl=-24(LC 10),3=-28(LC 11),4=-6(LC 10) 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)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)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=1.1 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a III..:0 psf bottom chord live load nonconcurrent with any otherlive loads. — 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3,4. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,RR LL „ 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building q, designer. . 5 ,4vWASlj `7', Y � °� ',l A �,t`./. ,,k,51398 GISTER s'IONAL��G October 31,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.IW03/2015 BEFORE USE. mit 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 ANSII1PI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868691 B1703557 B01 GABLE 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:21 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-YmLWEkVu9hGGTwKzpfwK8o?TEBmxwD8kl1 g9nKyNgyu 1-1-0-0I 10-6-0 21-0-0 p2-0-0l 1-0-0 10-6-0 10-6-0 1-0-0 4x4= Scale=1:47.3 7 ►1 6 8 8.00 I12 5 9 rn n 4 10 3 11 d111 2 .� 111 n ekill hillhh.. 12 ra Y n a Y1 Y Y Y Y 13 T1 o ���� ����NRWI!�� �!A�WWII6�!W����������!AWANSW��lE��adr�7 1.01 3x4 = 23 22 21 20 19 18 17 16 15 14 3x4= 3x4= 21-0-0 I 21-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 12 n/r 90 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 13 riff 120 BCLL 0.0 * Rep Stress lncr YES WB 0.13 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:115 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. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required be installed during truss erection,in accord-- -V• DS�l�i i��F Installation guide. GG REACTIONS.b))- Max Horz 2=-220(LC 8) ,-,\ x- I N ENJ R�'ip� Max Uplift All uplift 100 lb or less at joint(s)2,19,21,22,17,16,15,12 except 23=-106(LC 10),14=-105(LC w 'j" 11) 89200PE r Max Gray All reactions 250 lb or less at joint(s)2,18,19,21,22,23,17,16,15,14,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- ,�t7� TEGON............) 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)automatic zone and C-C Corner(3)-1-0-0 to 2-0-0,Extenor(2)2-0-0 to 7-6-0,Comer(3)7-6-0 to 10-6-0,Exterior(2)13-6-0 to /� y ,2� 19-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions /1,w, shown;Lumber DOL=1.60 plate grip DOL=1.60 V' R RIO- 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=1.1 EXPIRES: 12/31/2017 4)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. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. c� LL 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �l�" 8: 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 ,SV ,F WAS > fit between the bottom chord and any other members. t' AL 10)A plate rating reduction of 20%has been applied for the green lumber members. ' /���40.'' , ' N 7� 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,19,21,22,17,16, •",� �� 15,12 except(jt=lb)23=106,14=105. t 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �¢+2 ��51398 �W� � Grs1R �' SS7ONAL �G October 31,2017 __ ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 buildin•deli n. Brad mdl--t i •• uiklirr &j.Aiyvllinfis<s web enrflnr rhntrl mimhera only Acklitinnel t.erpnn grynri parmnnant n...ing iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-59 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868692 B1703557 B02 Common 3 1 Job Reference(optional) - ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:22 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-1 yuuR4V Ww?O754vAMNRZh?XZgb3JFdJuWhQiJmyNgyt 1-1-0-01 4-4-11 I 10-6-0 I 16-7-5 1 21-0-0 F2-0-0I 1-0-0 4-4-11 6-1-5 6-1-5 4-4-11 1-0-0 4x4= Scale:1/4"=1' 4 113 8.00 112 12 13 2x40 2x4/ 4 4% 5 7- 3 4-4 44 11 14 6 2 . 1.1.1MMEMINYTa I MINE tilMIM=jNMIMMIIIIIIII4. 7 Iv o M Ro 3x4 i Ira 9 15 16 8 10 3x4 3x4 = 3x4 3x4 = I 7-2-12 I 13-9-4 21-0-0 7-2-12 6-6-8 7-2-12 Plate Offsets(X.Y)-- [2:0-2-0,0-1-8],[4:0-2-0,0-1-12j.[6:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 8-10 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.13 6-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:99 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 6-0-0 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-10 p P R p MiTek recommends that Stabilizers and . , alt . - .e css be installed during truss erection,in a• .-- ,Ia,Edi �R i 7 Installation guide. REACTIONS. (lb/size) 10=1435/0-5-8,6=453/0-5-889200 R E -Y7,,. Max Horz 10=-220(LC 8) Max Upliftl0=-325(LC 10),6=-145(LC 11) Max Gray 10=1435(LC 1),6=473(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-417/360,3-11=-401/473,3-12=-457/663,4-12=-439/748,4-13=-301/144, 'j7L OREC�ON47 �� ��(/ 5-13=-330/133,5-14=-402/175,6-14=-482/157 / BOT CHORD 2-10=-298/404,9-10=-116/368,9-15=-116/368,15-16=-116/368,8-16=-116/368, 0 14,2-��`,-�- 6-8=-62/360 MFR R 1 L\- WEBS 3-10=-389/310,4-10=-1125/576,4-8=-137/489,5-8=-374/299 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph; I CUL=4.2psf;I3CUL=6.Upsf;h=2btt;eat.II;Exp-13;enclosed,MWFRS_ —- EXPIRES: 1-2/31/2017 (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,Interior(1)13-6-0 to 19-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)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 ,KRILL e non-concurrent with other live loads. O WAs q,� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,. F `t 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 4- tt; fit between the bottom chord and any other members,with BCDL=10.0psf. OP j� ' o6)A plate rating reduction of 20%has been applied for the green lumber members. ` -Nom'•"`' > 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=325, • f 6=145. -;.os, 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A ;•-, .9'1''' Q �,�518 w .� G1S39Te� SSIONALE�� October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868693 B1703557 803 Common 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:23 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-VSSHeQ W8hIX_iDUMw4yoDD4ke?PX_551 IL9GsCyNgys I 4-4-11 I 10-6-0 I 16-7-5 I 21-0-0 I22-00 I 4-4-11 6-1-5 6-1-5 4-4-11 1-0-0 4x4 = Scale=1:46.7 3 8.00 12 11 CI 12 Y2 i41;2x4 O i 2x4 i 2 4 4-4 10 13 1 5 I I o ICA 3x4 - CR 8 14 15 7 ►i - 9 3x4= 3x4= 3x4 3x4= I 7-2-12 I 13-9-4 I 21-0-0 I 7-2-12 6-6-8 7-2-12 Plate Offsets(X.Y)-- [1:0-2-0.0-1-8].[3:0-2-0.0-1-12].[5:0-2-0.0-1-8] LTCLL OADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.06 7-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.13 5-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:97 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 6-0-0 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and•SekaD P R Oi.F� be installed during truss erection,in a. .+--11 ',Il E�1{ie�9 s/�� Installation guide. C� REACTIONS. (lb/size) 9=1334/0-5-8,5=489/0-5-8 Q� p Max Horz 9=-214(LC 6) 89200 PE 1'' Max Uplift9=-277(LC 10),5=-151(LC 11) Max Gray 9=1334(LC 1),5=494(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. CI it TOP CHORD 1-10=-309/234,2-10=-293/350,2-11=-351/540,3-11=-333/625,3-12=-286/155, 37 OREGON 4-12=-338/144,4-13=-421/186,5-13=-518/168 Lf �q ()\1"` V. BOT CHORD 1-9=-194/274,8-9=-119/323,8-14=-119/323,14-15=-119/323,7-15=-119/323, Q )' 1 4,2 Pr 5-7=-71/389 7w WEBS 2-9=-392/312,3-9=-1009/475,3-7=-136/488,4-7=-372/299 Y`�R R 1 t' 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 EXPIRES: 12/31/2017 (envelope)automatic zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-6-0,Exterior(2)7-6-0 to 10-6-0,Interior(1)13-6-0 to 19-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)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 -[� LL 8 non-concurrent with other live loads. c� �„ 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. >rWAS If 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 O� s'G, fit between the bottom chord and any other members,with BCDL=I0.Opsf. 3, ?. �' 6Oft) • A plate rating reduction of 20%has been applied for the green lumber members. �, ,rt` 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=277, • ' �// 5=151. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. A �rr It 4, 51398 w� ° �GrsT� � �SS7ONALti' October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the 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 pemeanpnt nrtgg Is always rectum Tor stabirdy anent.prevent collapse with possible personal injury and property damage. For general guidance regarding the a fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPN Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868694 B1703557 HRA01 Rafter 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:23 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-V8SHeQ WBhIX_iDUMw4yoDD4PE?S3_9k11L9GsCyNgys I -1-5-0 I2-8-7 I 1-5-0 2-8-7 3x4 - Scale=1:12.7 3x4 3A i_-QED OPFssi ANGINE,R 02 �1! 5.66 412 tcr 89200PE 1:7_,- 4r- r^. 3x4 . cr 2 7 OREGON R p../ /10 � '91' 14,2.0'2)\'' . ERR 10- 1 ipm EXPIRES: 12/31/2017 1 2-8-7 2-8-7 Plate Offsets(X,Y)-- [2:0-0-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 2 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-7 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) 2=216/0-7-1,3=55/Mechanical Max Horz 2=77(LC 12) Max Uplift2=-104(LC 12),3=-40(LC 12) Max Gray 2=219(LC 18),3=63(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.Opsf;h=25ft;Cat.I1;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)*This truss has been designed for a 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/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)3 except(jt=lb) .ORRICE e 2=104. <1 o,< AS �f f_ 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,J '7 J, G' C; air �a'‘ ;O'5N1S3AT9 8:1 w � October 31,2017 MUM A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 ANSIRPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868695 B1703557 JA01 Jack-Open 9 1 Job Reference(optional) P'roBuild Beaverton Truss, Beaverton,oR 97007 7.640 S Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:23 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-V8SHeQ W8hlX_i DUMw4yoDD4pd?Rt_9k11L9GsCyNgys -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:12.6 3 8.00 12 ��ED PROpe • s A ' ��c�� ANG I N EFR `�/p7i `r 89200PE ter' 2 1 hal 47 OREGON Ix ��Q '0 - 14,2°N P-k- 2x4= 4 4/, R 1 t-�- �' EXPIRES: 12/31/2017 I 2-0-0 I 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:8 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=44/Mechanical,2=167/0-5-8,4=19/Mechanical Max Horz 2=85(LC 10) Max Uplift3=-45(LC 10),2=-45(LC 10) Max Gray 3=50(LC 18),2=184(LC 16),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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)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)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `FRRILL .4\9 OV 'As1.41,1> #' t1" , r.. . 0�— 4 eio ,��SI398� �w� •� GISTEg �SSIONAL� G October 31,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional lornporary_apd pe ,ent baring_ "Mete is AWNS squired for slabs i an o prevent collapse with possible personal injury and property damage. For general guidance regarding the YaI�Q fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DS13-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868696 B1703557 JX01 Jack-Open Girder 4 1 Job Reference(optional) s ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:24 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-zLOfsmXmScfrKN3YUoU1 mQdzdPgzjczB_?vpOfyNgyr -1-0-0 i 1-10-15 I 4-11-2 I 8-0-0 1-0-0 1-10-15 3-0-2 3-0-14 Scale=1:17.1 3 .., 8.00 I12 r: r 2 1 ♦ 5 6 7 4 LUS24 LUS24 LUS24 2x4= I 1-10-3 1-16115 8-0-0 1-10-3 012 6-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.49 2-4 >187 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a ADL 10.0 Code IBC2015/TP12014 (Matrix) Weight:16 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. MiTek recommends that Stabilizers and required - = ••• be installed during truss erection,in accord-•-wi�StaIli ing- Installation guide. REACTIONS. (lb/size) 3=22/Mechanical,2=237/0-5-8,4=77/Mechanical .Cj' AGI NEE t�/- Max Horz 2=81(LC 8) ,C? R 7i� Max Uplift3=-42(LC 14),2=-16(LC 8) Max Grav3=29(LC 16),2=282(LC 14),4=154(LC 3) �' 89200PE 1".- FORCES. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Wind:1) ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS4. 47 OREGONts ��� (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 /O 4.' 4 4 201 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,}s �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 SFR R i Lk' 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. 1!2017 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)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 `� � �q from the left end to 6-0-12 to connect truss(es)to front face of bottom chord. �y C�O"�WASE- `, 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). --,,,t... /�+� �+' .. - LOAD CASE(S) Standard tj°�•- .' 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 `J Uniform Loads(plf) -ier Vert:1-3=-64,2-4=-20 "051398 k,, 10 -GISTe 'YIONAL VBG October 31,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. M Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall a e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iwiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868697 B1703557 JX07 JACK-OPEN 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:24 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-zLOfsmXmScfrKN3YUoU1 mQdvsPjejczB_?vpOfyNgyr 11-0-01 8-0-0 13-10-15 1-0-0 8-0-0 5-10-15 5 Scale=1:55.7 N O 8.00 ,2 F44.1189200PE c ",#VT 6 i6 '4 '. 14,2° 4ERRIL\-- 3x8 EXPIRES: 12/31/2017 6-0-0 8-0-0 Plate Offsets(X.Y1— [2:0-2-0,0-1-8) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.08 6-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.27 6-9 >356 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 BCDL 10.0 (Matrix-S) Weight 37 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. (Ib)- Max Horz 2=368(LC 10) Max Uplift All uplift 100 lb or less at joint(s)5,2 except 3=-176(LC 10), 4=-106(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=467(LC 1), 3=286(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-329/240,10-11=-308/269,3-11=-303/288 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 .A.]LRILL 8 fit between the bottom chord and any other members. �`� F wAs 1 �f� 6)A plate rating reduction of 20%has been applied for the green lumber members. v 7)Refer to girder(s)for truss to truss connections. �O 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. /� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,2 except(jt=lb) � - ' -A 3=176,4=106. r ; 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum Via/ sheetrock be applied directly to the bottom chord. 5139$ �Qro �l'GISTE�� SS1ONAL E'G October 31,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7073 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 properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUIPII Quality Criteria,135B-89 and BCBI Building Component 250 tOug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868698 B1703557 JY01 Jack-Open Girder 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:25 2017 Page 1 ' I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-RXa136YPDwniyXel2V?GJe98MpOCS3DKCeeNw5yNgyq 1 -1-0-0 1 1-10-15 4-11-2 I 8-0-0 1-0-0 1-10-15 3-0-2 3-0-14 Scale=1:17.1 3 8.00 I12 i 0, I" 2 m Or I Kn rn o 1 ♦ 5 6 7 4 LUS24 LUS24 LUS24 2x4= I 1-10-3 1-10T15 8-0-0 1-10-3 0-0-12 6-1-1 LOADING(ps() 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 0.13 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:16 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. MiTek recommends that Stabilizers and required • - - ••• be installed during truss erection,in accord- • r.I., �i��Fss Installation guide. G REACTIONS. (lb/size) 3=22/Mechanical,2=237/0-5-8,4=77/Mechanical � NG I NEF /p Max Horz 2=81(LC 8) �fi Max Uplift3=-42(LC 14),2=-16(LC 8) �'$�' Max Gray 3=29(LC 16),2=282(LC 14),4=154(LC 3) 89200 P E t' 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 -74, 47 OREGON 4/ tc (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 / 1 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 A� 2-°�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 •v/FR R I � 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. EXPIRES: 1.-3-{/2017 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)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)to front face of bottom chord. Q R1{IL� qa 11 )Fill all nail holes where hanger is in contact with lumber. v `ttt� � 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,. _ G fr!-.p LOAD CASE(S) Standard •e ,{,--.-.1.':*-- ' �r 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 4_ ���1'. Uniform Loads(plf) Vert:1-3=-64,2-4=-20 / 5 ,I,�51398 �q, ©'cfi GrsT��� �' ;ok, October 31,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868699 B1703557 JY05 JACK-OPEN 2 1 Job Reference(optional) 'ProBuild Beaverton Truss, Beaverton,OR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:25 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-RXa 136YPDwniyXel2V?GJe94bp3tS3DKCeeNw5yNgyq 1-1-0-0 1 8-0-0 1 9-10-3 1-0-0 8-0-0 1-10-3 4 Scale=1:40.1 i a) 3 `��D P R QFr� 8.00 112 :� G �\co< NG`NEF� cSiO2 101, 89200PE �r 2 9 L OREGON X44 '�O Al}- 14 2.6\ Q�' 2 MFR R i L�- ' Wd 5 3x8 EXPIRES: 12/31/2017 1 8-0-0 1 8-0-0 Plate Offsets(X.Y)-- 12:0-2-0.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.08 5-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.27 5-8 >356 180 TCDL 7.0 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix-S) Weight:30 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(t=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=284(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-171(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=467(LC 1), 3=276(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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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. l,�RwLL e 7)Refer to girder(s)for truss to truss connections. c� q 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3. 1v Q�WAS.j-, Q J 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=1b) G tt' 3=171. A ?Q 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. � " . 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum •ar- ••rte) , sheetrock be applied directly to the bottom chord. -Or 4�a ,P�51398 c�w� �� GCSTLR s'IONALti 0 October 31,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildin desi•n. Braci •indicated is to•revent buck i •irt1.r•a wnh erxllnr rhmri memhnrs nnly Anniennnl i*mynn rary nnI nrmnnanr hrn.,ng o a 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,058-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868700 B1703557 JY06 Jack-Open Girder 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:26 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-vj8PHSZ1_DvZZhDxbDVVVrriJ6CI U BWTURI OwSXyNgyp I -1-0-0 i 1-10-15 i 5-8-14 I 1-0-0 1-10-15 3-9-15 Scale=1:13.0 3 "18.00=112 en r i0I I 1 1o1 111111... 564 LUS24 LUS24111114 I 1-10-3 1-1305 5-8-14 I 1-10-3 0-C-i2 3-9-15 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.05 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.16 2-4 >412 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-14 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 - - = •• be installed during truss erection,in accord-- G®StalRiger4:c.5).Installation guide. G REACTIONS. (Max Horz 2=81(LC 3=22/Mechanical,2=215/0-5-8,4=54/Mechanical 4,`����NGi N�F9 �/p2 Max Uplift3=-42(LC 14),2=-29(LC 8) `9 Max Gray 3=29(LC 16),2=259(LC 14),4=109(LC 3) 89200 P E c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- © Cr 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 y 4,),OREGON 441(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `/ `�9}, 2Q1 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 O 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 •v/FR R 114'-k- 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. — EXP I R�2/3112017 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)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 - RILL 8 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. O(FRI q 11)Fill all nail holes where hanger is in contact with lumber. `. F kT 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f 4/P ...6+ • ,G'.� (c /40 ' LOAD CASE(S) Standard '},, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • `O') Uniform Loads(plf) Vert:1-3=-64,2-4=-20 r0t51398 w t., 4, �. GrsTsRti-- e' -�'ONAL vG October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. ' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �AA!YI 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868701 B1703557 JY10 Jack-Open 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:26 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-vj8PHSZ1_DvZZhDxbDi.Vrri FCCJbBWTURIOwSXyNgyp i-1-0-0 i 5-8-14 1 9-10-3 I 1-0-0 5-8-14 4-1-5 Scale=1:39.4 4 0 8.00112 3 7 9 .9 ` ui Co 6 Y aq 2 I �� 0 1 Mt MI 2x4= 5 I 5-8-14 5-8-14 LOADING(pst TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.16 2-5 >412 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:26 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-14 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 • - .. be installed during truss erection,in accoM` -wj3Stalfi iet, Installation guide. G REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2. Co GINE / (Ib)- Max Hors 2=283(LC 10) ,\ �. �R �� Max Uplift All uplift 100 lb or less at joint(s)4 except 3=-235(LC 10) °Gr 17 Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=322(LC 1),3=324(LC 18) 89200P E f FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-269/210,6-7=-255/236 NOTES- -f7 OREGON <C/� 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 Lj 21,9 �Nt` 11`` (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone;cantilever left 0 . ,2 Q,r and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 44 ,R plate grip DOL=1.60 R R 0 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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: 12/31/2017 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. l� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) l��"RRILI ,. 3=235. OWASE f� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. F 0 `--- C 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /, �l.i 1� j ? ASO ,��51398 r, TSTE� �sSjONAL��G October 31,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M ITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -e. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildin a deli•n. Braci •indicated is to•revent buddi • :..•' - ., -•;••• 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 ANSg7P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868702 B1703557 JZO1 Jack-Open Girder 4 1 Job Reference(optional) • ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:27 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-NwinUoZflX1 QBro79w1 kO3FV5cc1 wzjdgy7T?_yNgyo -1-0-0 I 1-10-15 6-0-0 I 1-0-0 1-10-15 4-1-1 Scale=1:13.4 3 I 1 8.00 112 Co n 2 1 c° j12'..1 5 6 4 LUS24 LUS24 2x4= 1-10-3 1-101-15 6-0-0 1-10-3 012 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.20 2-4 >345 180 TCDL 7.0 Rep Stress lncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 (Matrix) Weight:13 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 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 - •• be installed during truss erection,in accord- ` - inSfalnifet- Installation guide. G Li rtS REACTIONS. (lb/size) 3=29/Mechanical,2=211/0-3-12,4=58/Mechanical \Gj LAGI NES- /p Max Horz 2=81(LC 8) C R Max Uplift3=-37(LC 8),2=-25(LC 8) 144 "57 Max Grav3=36(LC 16),2=246(LC 14),4=116(LC 3) 89200PE 1' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) t} 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 OREGONya- (envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 `- -`7.91 Q\2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 14,2 � 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 /11R1:111--\--F 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 fifbefween the bottom chord and any other members. . - EXPIRES: --1-22/31/2017 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)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 .\,,#,RRILL, Bq � from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. , WAS `, 11)Fill all nail holes where hanger is in contact with lumber. F 12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). -:�� .'(;ts LOAD CASE(S) Standard `' O 4 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Cj Uniform Loads(plf) a� Vert:1-3=-64,2-4=-20 r+ 15Q .4,51398 w� �� GIST is e SfoNAL �C October 31,2017 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868703 B1703557 JZO3 Jack-Open 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:27 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-Nwin UoZflX1 QBro79w1 k03FQlcdlwzjdgy7T?yNgyo -1-0-0 5-10-15 6-Pr0 1-0-0 5-10-15 0-1-1 Scale=1:25.8 3 I s.00 ,2 ���,F,O PROFFss 5 �NGINEF'Q �� 89200PECt- OREGON Ps 4.00 24. A 1 /Q 14 c- 0"" ' ►� � �FRRI�L 6 2x4= EXPIRES: 12/31/2017 5-10-15 6-P-0 5-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.20 2-4 >345 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:20 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 Installation guide. REACTIONS. (lb/size) 3=175/Mechanical,2=321/0-3-12,4=58/Mechanical Max Horz 2=201(LC 10) Max Uplift3=-160(LC 10),2=-47(LC 10) Max Gray 3=190(LC 18),2=321(LC 1),4=116(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.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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=1b) 3=160. `F,RRIL/, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. "T" ' p ct Q s1, . . - A�Q „p„51398,0 44` f„5139844` � GISTER �SSI�NAL c�G October 31,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i**w:vtg k fad is to prevent rumru.M of individual Mae web andlor chord rvv'ober=only.Additional u.^'p^v'vyand permanent br"ng MITek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868704 B1703557 SX03 Jack-Open 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:28 2017 Page 1 ID:5TjUXzerHV K8xjgOZSZeNpyPbl4-r6GAi8aH Wr9Hp?NJjdYzwGna7082fQzmvct1 XQyNgyn 1 -1-0-0 1 2-0-0 i 5-10-15 1-0-0 2-0-0 3-10-15 Scale=1:26.4 3 1 V to ���y� r R OF6-0 ,.\� vNOi NEFR s/©t, 89200PE ro r-- 7 OREGON /� D� GAO 14,2-° Q�� ,Zr? 2x4= EXPIRES: 12/31/2017 2-0-0 I 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP (Root Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 (Matrix) Weight:14 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 OF 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=180/Mechanical,2=278/0-5-8,4=19/Mechanical Max Horz 2=201(LC 10) Max Uplift3=-162(LC 10),2=-69(LC 10) Max Grav3=195(LC 18),2=278(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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)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 nonconcureent 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=162. -`�RRILI, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1�" :`i) OV OV WAS/41;9>'.4, • Nil ow,I ASO �,�51398 w� �� GISTER 4 SSIONA1,81:".44' � G October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. itit -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868705 B1703557 SY03 Jack-Open 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:28 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-r6GAi8aH Wr9Hp?NJjdYzwGna7o82fQzmvct1 XQyNqyn -1-0-0 1 2-0-0 1 5-10-15 I 1-0-0 2-0-0 3-10-15 Scale=1:26.4 3 Io r <C\1/4 r�QFFsn 8.00 ,2 ,N5 oAGINEFR % 89200PE fir- . o nrA --c\—\\N...,.................... 47 OREGON t. A. �O f4,ZN , v 2 i�'� 4/i - <6 1 M. 2x4= 4 EXPIRES: 12/31/7017 2-0-0 1 2-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress InaYES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:14 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 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=180/Mechanical,2=278/0-5-8,4=19/Mechanical Max Horz 2=201(LC 10) Max Uplift3=-162(LC 10),2=-69(LC 10) Max Gray 3=195(LC 18),2=278(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=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)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=162. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. rLL e ,J* ) OF WAS/ > WC',), V. 04 �qi \� A0' p�51398 w 4eGISTER ' SSI°NAL October 31,2017 IT A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MR Design valid for use only with MiTekSi connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall . ... 1 v .. Nrw 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 ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250(lug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868706 B1703557 SZO2 Jack-Open 4 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:29 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-JIpYvTbvG8H8Q8xWHL3CTUKp_QUHOtDw7Gca3syNgym -1-0-0 2-0-0 3-10-15 1-0-0 2-0-0 1-10-15 Scale=1:19.3 3 8.00 12 ���EO P R Opk-6,S' c' NGINE `? N " 89200PE �r 2 " OREGON t, �tv� G 1 ' i4 -9 V 14 24\ p�' �FRRI�L p' 2x4= 4 EXPIRES: 12/31/2017 2-0-0 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 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 (Matrix) Weight:11 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=112/Mechanical,2=217/0-5-12,4=19/Mechanical Max Horz 2=141(LC 10) Max Uplift3=-103(LC 10),2=-55(LC 10) Max Gray 3=123(LC 18),2=217(LC 1),4=39(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;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 3)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=103. jtRI L 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. Wq 4j, G 4t- �,�51398� �w� GIS`tBR �S'IONALti�� October 31,2017 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent braang MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868707 B1703557 X01 CALIFORNIA GIRDER 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:30 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPb14-oVNw6pcX1 SP?21Wig2aRohtg3gfY78t3MwM8blyNqyl r1-0-01 4-6-4 i 7-7-3 7-11)115 15-0-0 I 22-1-1 72-4113 25-5-12 i 30-0-0 31-0-01 1-0-0 4-6-4 3-0-15 0-3-12 7-1-1 7-1-1 0-3-12 3-0-15 4-6-4 1-0-0 Scale=1:54.4 6x8= 3x4 = 5x8 A4 Ix] r 16 5a17r5a 18 19rxi 20 •`21 8.00 12 2x4 Q 2x4/i 3 7 ro n 41, Oi Y 'n 5, 5 q A 22 23 24 13 25 26 27 28 12 29 30 11 31 10 32 33 34 �� o 3x10 i 3x10 3x4= 3x6 = 5x12 MT18H= 3x8 =- I 7-7-3 I 15-0-0 I 22-4-13 I 30-0-0 I 7-7-3 7-4-13 7-4-13 7-7-3 Plate Offsets(X,Y)-- [2:0-2-0.0-1-8].[4:0-4-0,0-1-10],[8:0-2-0.0-1-8],[12:0-2-8,0-1-8] LTOADING(psf) CLL 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.14 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.36 12-13 >983 180 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(CT) 0.12 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:178 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins,except 4-6:2x6 DF No.2 2-0-0 oc purlins(3-1-7 max.):4-6. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 7-1-12 oc braci -. PROF WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-10 ��EQ Fs MiTek recommends that Stabilizers a .i i -. •,..6,14146-R„ s/p be installed during truss erection,in ,47.6.,• . c, • ith Stabilizer` /L Installation guide '9 REACTIONS. (lb/size) 2=2357/0-5-8,8=2358/0-5-8 89200PE r' Max Horz 2=160(LC 23) Max Uplift2=-631(LC 8),8=-631(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Z. TOP CHORD 2-3=-3619/1041,3-4=-3475/1037,4-14=-4018/1343,14-15=-4018/1343, -71_, 4.0,OREGON R fit(/ 15-16=-4018/1343,16-17=-4018/1343,5-17=-4018/1343,5-18=-2884/923, 18-19=-2884/923,19-20=-2884/923,20-21=-2884/923,6-21=-2884/923,6-7=-3474/1036, 4 qy 1 4,2-° P� 7-8=-3617/1040 4ss BOT CHORD 2-22=-854/2906,22-23=-854/2906,23-24=-854/2906,13-24=-854/2906,13-25=-806/2915, V`�R R �-�' 25-26=-806/2915,26-27=-806/2915,27-28=-806/2915,12-28=-806/2915, 12-29=-1205/4018,29-30=-1205/4018,11-30=-1205/4018,11-31=-1205/4018, 10-31=-1205/4018,10-32=-744/2904,32-33=-744/2904,33-34=-744/2904, EXPIRES: 12/31/201Z 8-34=-744/2904 WEBS 3-13=-223/303,4-12=-591/1326,5-12=-417/526,5-10=-1351/604,7-10=-222/306, 4-13=0/665,6-10=-127/1101 NOTES- `F 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 lv" rLL , . (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4 OF WASE Q> 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 , G, 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 �4 ! ,)Q non-concurrent with other live loads. C 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. A 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 5 r 398 fit between the bottom chord and any other members. ��rt ��GIS me, 8)A plate rating reduction of 20%has been applied for the green lumber members. L('s Cj 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=631, SIONALV 11 8=631. CohtiS e1) 9mi-rriaidapittce cibreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. October 31,2017 1 .11111 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildin,desi.n. Brad •rn•r ..i. . - -u . ., ., tm•a wpb Myer rhnrrI n.n h.rat,ny n.faex.,su.my,•yy ar,i-psr ray.nt bracing *: --Ma 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 systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868707 B1703557 X01 CALIFORNIA GIRDER 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:30 2017 Page 2 ID:5TjUXzerHVKBxjgOZSZeNpyPbl4-oVNw6pcX1 SP?211Ng2aROhtg3qfY78t3MwM8blyNqyl NOTES- 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)253 lb down and 255 lb up at 7-11-9,221 lb down and 175 lb up at 10-0-12 ,222 lb down and 175 lb up at 12-0-12,229 lb down and 178 lb up at 14-0-12,229 lb down and 178 lb up at 15-11-4,222 lb down and 175 lb up at 17-11-4,and 221 lb down and 175 lb up at 19-11-4,and 253 Ib down and 255 lb up at 22-0-7 on top chord,and 114 lb down at 2-0-12,114 lb down at 4-0-12,114 lb down at 6-0-12,83 lb down at 8-0-12,83 Ib down at 10-0-12,83 Ib down at 12-0-12,83 Ib down at 14-0-12,83 Ib down at 15-11-4,83 Ib down at 17-11-4,83 Ib down at 19-11-4,83 Ib down at 21-11-4, 114 lb down at 23-11-4,and 114 lb down at 25-11-4,and 114 lb down at 27-11-4 on bottom 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(plf) Vert:1-4=-64,4-6=-64,6-9=-64,2-8=-20 Concentrated Loads(Ib) Vert:11=-51(F)14=-253(F)15=-137 16=-137 17=-137 18=-137 19=-137 20=-137 21=-253(F)22=-57(F)23=-57(F)24=-57(F)25=-50(F)26=-51(F)27=-51(F)28=-51(F) 29=-51(F)30=-51(F)31=-50(F)32=-57(F)33=-57(F)34=-57(F) Me. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/1015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent 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 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868708 B1703557 X02 California 1 1 Job Reference(optional) 'ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:31 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-Ghxl K9c9omXsgS5uOm6gYvP6CD4gsjCDba5h8lyNgyk 1 0 0 4-1-14 9-8-10 9-10115 15-0-0 20-1-1 2(9-6 25-10-2 30-0-0 1-0-0 T1-0-01 4-1-14 5-6-12 0-2-5 5-1- 1 5-1-1 0-2-5 5-6-12 4-1-14 1-0-0 Scale=1:54.4 5x12 MT18H i 5x12 MT18H 3x4 = 4 r50 16 r ] 17 12 18 EI 19 8.00 12 2x4 15 20 2x4 T 3 b 7 °4 : r0 I4 14 21 2 8 V, L o e 511,!\9 h 1o ic: `1114 4x6= 13 12 1110 4x6= 3x4 = 3x4= 5x12 = I 9-8-10 I 15-0-0 I 20-3-6 I 30-0-0 I 9-8-10 5-3-6 5-3-6 9-8-10 Plate Offsets(X.Y)-- [4:0-3-0.0-2-0].[6:0-3-0.0-2-8],[11:0-5-9.0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.14 2-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.44 2-13 >805 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.08 8 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 (Matrix) Weight:156 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-11-2 max.):4-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci - ,•-nt:R Q 8-10-10 oc bracing:2-13. �� I' Fr�s WEBS 1 Row at midpt 5-10 C0\ ,\G',MM.. cY/p MiTek recommends that Stabilizers Q*..Irdatross bracin'R 7/ be installed during truss erection,i- eb:ance�giJlitAbjlj7,firE 9`„ Installation guide. ett LLSS`y� UUUUtt'' REACTIONS. (Ib/size) 2=1422/0-5-8,8=1422/0-5-8 Max Horz 2=201(LC 27) Max Uplift2=-398(LC 10),8=-398(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -9 OREGON Au TOP CHORD 2-14=-2067/603,3-14=-1954/619,3-15=-1807/520,4-15=-1690/536,4-16=-1657/623, �� �,Q} �'��` '� 16-17=-1657/623,5-17=-1657/623,5-18=-1407/506,18-19=-1407/506,6-19=-1407/506, 1 4,2 P 6-20=-1690/536,7-20=-1807/520,7-21=-1954/619,8-21=-2067/603 /1/f BOT CHORD 2-13=-554/1664,12-13=-318/1417,11-12=-391/1657,10-11=-391/1657,8-10=-418/1663 /1/&"RRI �' WEBS 3-13=-383/315,4-12=-240/424,5-12=-262/225,5-10=-430/244,7-10=-383/316, 4-13=-33/375,6-10=-119/580 EXPIRES: 12/31/2017 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)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-6-7,Exterior(2)5-6-7 to 9-9-6,Interior(1)14-0-5 to 15-11-11,Exterior(2)20-2-10 to 31-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _`�RRILL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 f1 �" 8q. 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 v WAS,/-4 `Q' non-concurrent with other live loads. J O� - �C,�`� 4)Provide adequate drainage to prevent water ponding. oft 5)All plates are MT20 plates unless otherwise indicated. —r `".: _ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • VW) ; 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A '1; 8)A plate rating reduction of 20%has been applied for the green lumber members. .f+ �, 5]3Q$ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=398, ©r0 ��ISTER� 8=398. L's Cy 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. SI�NALE� 11)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 October 31,2017 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411-7473 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 MIR** 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868708 B1703557 X02 California 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 9 Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:31 2017 Page 2 I D:5TjUXzerHV KBxjgOZSZeNpyPbl4-Ghxl K9c9omXsgS5uOm6gYvP6CD4gsjCDba5h8lyNgyk NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 175 lb up at 9-9-6,142 lb down and 111 lb up at 12-0-12, 181 lb down and 158 lb up at 14-0-12,181 lb down and 158 lb up at 15-11-4,and 142 lb down and 111 lb up at 17-11-4,and 57 lb down and 175 lb up at 20-2-10 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(plf) Vert:1-4=-64,4-6=-64,6-9=-64,2-8=-20 Concentrated Loads(Ib) Vert:4=-46(F)6=-46(F)17=-57 18=-57 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868709 B1703557 X03 California Girder 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:32 2017 Page 1 ID:STjUXzerHV K8xjgOZSZeNpyPbl4-ktVgXVdoZ3filcg5yTdv56yJ Vd PHb7wMgErEgByNgyj I 3-9-4 I 11-7-13 I 15-0-0 1 18-4-3 I 26-2-12 1 30-0-0 I 3-9-4 7-10-9 3-4-3 3-4-3 7-10-9 3-9-4 Scale=1:57.0 2x4 H 2x4 II 9 4 6 10 4x8= 3x4= 4x6�� 3 '• II 2`: 8.00 12 �f1' S� 810 v 11 21 22 3x4 i 3x4 9 m 2 12 20 • 23 LUS241 13LUS24 m a oI � '" nn nn nn o Inn nn nn nn nn n. nn nn nfl nn •yf IT 0 3x8 — LUS24 19 LUS24 LUS24 18 LUS24 LUS24 17 LUS24 16 15 LUS24 14 LUS24IP 3x8 = 2x4 H 3x4 = 3x4 = 8x12 = 2x4 II LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 3-9-4 I 9-5-1 I 15-0-0 I 20-6-15 I 26-2-12 I 30-0-0 1 3-9-4 5-7-13 5-6-15 5-6-15 5-7-13 3-9-4 Plate Offsets(X,Y)-- 11:0-4-1.0-1-81,12:0-1-12.0-1-81,13:0-4-0,0-0-121.112:0-1-12.0-1-81.f13:0-4-1,0-1-81.[16:0-5-8.0-4-81.118:0-1-12.0-1-81 TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.09 17-18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.22 17-18 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) 0.08 13 n/a n/a BCDL 10.0 Code IBC2015/TP12014 (Matrix) Weight:378 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-11. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci OTHERS 2x4 DF Std G -S<(- S'PR 0 p REACTIONS. (lb/size) 1=3611/0-5-8,13=3611/0-5-8 �� ,NG[NEF,4 �Q Max Horz 1=-222(LC 6) ?/ Max Uplift1=-986(LC 10),13=-986(LC 11) ��G 89200PE �c Max Gray 1=3742(LC 17),13=3742(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-5884/1601,2-20=-5800/1604,2-21=-4726/1353,3-21=-4625/1367,3-5=-4319/1409, 5-7=-4319/1409,7-8=-3894/1255,8-11=-3894/1255,11-22=-4627/1367, OREGON �t(7 12-22=-4728/1353,12-23=-5799/1604,13-23=-5883/1601 BOT CHORD 11-51-96==--3170194935922,1 84-1-95 1264/4785113-84-10264/48 8516-17=-1109/4392, "O/ 1)# 14,2° Q-j WEBS 2-18=-997/373,3-17=-364/841,7-17=-99/525,7-15=-849/368,12-15=-993/375, V`�R R .-\.- 3-18=-374/1625,11-15=-546/2199,2-19=-170/940,12-14=-167/937 NOTES- EXPIRES: 12/31/Z017 1)2-ply truss to be connected together with 10d(0.120'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 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. ,p.P JLL , 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)automatic zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-4-14,Exterior(2)7-4-14 to 22-7-1,Interior(1) S�_ OF wA �f� C C{ reactions shown;Lumber DOLe1.60 plate(ght grip DOLS i.60 end vertical left and right exposed;C-C for members and forces&MWFRS for `. j„r�L QQ 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 Y.:.r..41,.',./ 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O1 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 rti� 51398 C{,� fit between the bottom chord and any other members. a����GfSTER 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=986, SSIONALV G 13=986. 10)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 30-0-0 Continued on page 2 October 31,2017 MUM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing \/:Tw 1.` , .i....„roye„ed fm stability,.rra to prevent lrapse winpossrore personarm)ury and properly damage. For general guidance regarding the iRi1oR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and SCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868709 B1703557 X03 California Girder 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:32 2017 Page 2 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-ktVgXVdoZ3filcg5yTdv56yJVdPHb7wMgErEgByNgyj NOTES- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-2-12 from the left end to 29-9-4 to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 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=-114,5-8=-64,9-10=-114,10-11=-64,11-13=-64,1-13=-178(F=-158) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPD Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868710 B1703557 X04 California Girder 1 2 Job Reference(optional) 'ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:33 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-C4331reQKNnZvmFHWB88dKUR_1j1 KadV2uaoCdyNgyi I 3-5-3 I 9-5-9 9-7II-1 4 15-0-0 I 20-4-2 2016-7 26-6-12 1 30-0-0 I 3-5-3 6-0-6 0--5 5-4-2 5-4-2 04-5 6-0-6 3-5-3 Scale=1:52.7 5x12 MT18H 5x12 MT18H-� 3x4 = 3 14 15 r5116 4 17 18 19 8.00 1127 . / -',_ 3x4 -i 3x4 Q R m 2 6 CO 1 7 _ . @ a Mo Im 0 3x8 = 13 12 11 10 9 8 3x8 = 2x4 II 3x4= 3x4 = 4x6 = 2x4 II 3x8 = 3-5-3 I 9-5-9 I 15-0-0 I 20-6-7 I 26-6-12 1 29-11-15 30-0-0 3-5-3 6-0-6 5-6-7 5-6-7 6-0-6 3-5-3 0-0-1 Plate Offsets(X.Y)-- [1:0-4-1,0-1-8],[2:0-1-12.0-1-8].[3:0-3-0,0-2-4],[5:0-3-0.0-2-8],[6:0-1-12.0-1-8].[7:0-4-1,0-1-8],[12:0-1-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.10 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.23 11-12 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.49 Horz(CT) 0.09 7 n/a n/a BCLL 0.0 ' Code 1BC2015/TP12014a BCDL 10.0 (Matrix) Weight:359 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci vo P R OFFS Nkk REACTIONS. (Ib/size) 1=3687/0-5-6,7=3687/0-5-6 �"< G]NE Max .o Horz 1=-176(LC 6) rN �N F,9 p� Max Uplift1=-1050(LC 8),7=-1050(LC 9) Max Gray 1=3886(LC 29),7=3886(LC 30) ' 89200 P E Tri, FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-6201/1690,2-3=-5057/1416,3-14=-4810/1431,14-15=-4810/1431, 15-16=-4810/1431,4-16=-4810/1431,4-17=-4123/1239,17-18=-4123/1239, 18-19=-4123/1239,5-19=-4123/1239,5-6=-5058/1416,6-7=-6201/1692 OREGON !44 BOT CHORD 1-13=-1474/5194,12-13=-1474/5194,11-12=-1090/4205,10-11=-1274/4867, 4_ •\/)" 9-10=-1274/4867,8-9=-1356/5062,7-8=-1356/5062 /0 4" 14,2° -'V" WEBS 2-12=-1050/466,3-11=-396/1114,4-11=-299/586,4-9=-1131/403,6-9=-1048/467, M ,,,v..3-12=-383/1643,5-9=-587/2398,2-13=-171/900,6-8=-167/895 FR RIO.- NOTES- 1) ';O.-NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: EXPI RES: 12/31/2017 Top chords connected as follows:2x4-1 row at 0-9-0 oc. 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;Vuft=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=8.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS l.' LL , (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4\9 F WAS�r, fi' 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 O �V h� 5)Provide adequate drainage to prevent water ponding. dP- : 6)All plates are MT20 plates unless otherwise indicated. sit7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \ '. fit between the bottom chord and any other members. ;''°'+/ 9)A plate ratingreduction of 20%has been applied for thegreen lumber members. PP a 51398 w 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ��L���GjST'Eg� �' 1=1050,7=1050. 11)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 30-0-0 s`SIONALEG 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not NI a truss system.Before use,the building designer must 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•=rmanent bracing MiTek is SIWSys re-enamel-Tor afatbr r arldto prevent collapse with possible personal injury and property damage.For general guidance regarding the >nrnvsc fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSA P11 Quality Criteria,DSB-89 and BC®Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868710 B1703557 X04 California Girder 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:33 2017 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-C4331reQKNnZvmFHWB88dKUR_1j1 KadV2uaoCdyNgyi NOTES- 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)57 lb down and 79 lb up at 9-6-5,66 lb down and 29 lb up at 10-0-12,140 lb down and 62 lb up at 12-0-12,181 lb down and 104 lb up at 14-0-12,181 lb down and 104 lb up at 15-11-4,140 lb down and 62 lb up at 17-11-4,and 66 lb down and 29 lb up at 19-11-4,and 57 lb down and 79 lb up at 20-5-11 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:1-3=-64,3-5=-64,5-7=-64,1-7=-179(F=-159) Concentrated Loads(Ib) Vert:3=-46(F)5=-46(F)16=-57 17=-57 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. it 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868711 B1703557 Y01 California Girder 2 1 Job Reference(optional) `ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:33 2017 Page 1 I D:5TjUXzerHV K8xjgOZSZeNpyPb14-C4331reQKNnZvmFH WB88dKUJH1 iSKeQV2uaoCdyNgyi -1-0-0 I 7-8-10 7-19115 12-1-1 12}3-6 20-0-0 121-0-0 1 1-0-0 7-8-10 0-2-5 4-2-2 0-12-5 7-8-10 1-0-0 Scale=1:38.3 5x12 MT18H i 5x12 MT18H�� 3 il 9 X r 8.00 12 r; $ g 5 2 . filo 10 11 12 8 13 14 15 7 16 17 18 3x8'i 3x8'� 2x4 II 3x4= 7-8-10 I 12-3-6 I 20-0-0 I 7-8-10 4-6-12 7-8-10 Plate Offsets(X,Y)— [2:0-2-0,0-1-8],[3:0-3-0,0-2-0],[4:0-3-0,0-2-8].[5:0-2-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.07 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.23 2-8 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.04 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:101 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(3-11-4 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci • D P R Q MiTek recommends that Stabilizers and: Y1� • - t•4.- MiTek be installed during truss erection,in a• •4_. ',lathier., /p Installation•uide. REACTIONS. (lb/size) 2=1592/0-5-8,5=1592/0-5-8 2'$, Max Horz 2=-163(LC 6) Q 892009E t'' Max Uplift2=-314(LC 8),5=-314(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2234/451,3-9=-1719/458,4-9=-1719/458,4-5=-2235/449 BOT CHORD 2-10=-312/1734,10-11=-312/1734,11-12=-312/1734,8-12=-312/1734,8-13=-317/1719, y q_OREGON Dr Alta 13-14=-317/1719,14-15=-317/1719,7-15=-317/1719,7-16=-275/1735,16-17=-275/1735, L/ `-.9)•• Q'1 17-18=-275/1735,5-18=-275/1735 6 14,2 - WEBS 3-8=0/594,4-7=0/597 SFR R i l �P 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)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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)All plates are MT20 plates unless otherwise indicated. t RRILL 8q. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c1 `�t 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will "v" v WAS >, fit between the bottom chord and any other members. �' <!' 8)A plate rating reduction of 20%has been applied for the green lumber members. / n C> (byothers) bearing platecapablewithstandingupliftjoint(s)except(jt=lb) ,+e /.1''-;-. 10: 0 �A 9 Provide mechanical connectionof truss to of 100 lb at'oint s t-Ib 2=314, i .,. 5=314. . r. .� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - .4 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /44°, 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)376 lb down and 268 lb up at , , 7-9-6,and 219 lb down and 155 lb up at 10-0-0,and 376 lb down and 268 lb up at 12-2-10 on top chord,and 114 lb down at 2-0-12, �Q,{, 4,,51398,„0 'j$Tf,g�" e� 114 lb do 2,83 lb down at 0-0-0,83 lb 13-11-4, nd 114 lb down at n at 4-0-12,114 1 5-11-4,n tand 114 lb down at 17-1n at 81-41 on bottom chord.1The design/selection of such connectionn at 11-11-4,114 lb wn at �`�SIONAL V' 11 device(s)is the responsibility of others. 13)In thee LOAD n gCCASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).uontOctober 31,20 17 1 Mt1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekSl 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-ambers only Additional temporary and permanent bracing IVas�y M(' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868711 B1703557 Y01 California Girder 2 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:33 2017 Page 2 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-C4331reQKNnZvmFH WB88d KUJ H1 iSKeQV2uaoCdyNgyi 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=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-376(F)4=-376(F)9=-137 10=-57(F)11=-57(F)12=-57(F)13=-51(F)14=-51(F)15=-51(F)16=-57(F)17=-57(F)18=-57(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/07/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 'PLH-Forte E K3868712 B1703557 Y02 Common 1 1 Job Reference(optional) 'ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:34 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-gGdRyBf25hvQXwgT3ufNAX1e8R4B35ZfHYKLk4yNgyh -1-0-0 I 5-0-0 I 10-0-0 I 15-0-0 I 20-0-0 121-0-01 1-0-0 5-0-0 5-0-0 5-0-0 5-0-0 1-0-0 4x4 = Scale=1:43.8 4 PI 8.00 112 10 11 2x4 2x4 3 5 9 12 2 ,gi6 741'IM �� IIM 7 17 ►I 3x8= 8 3x8 = 3x8 = 10-0-0 I 20-0-0 I 10-0-0 10-0-0 Plate Offsets(X,Y)-- [2:0-8-0,0-0-15].[6:0-8-0.0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.13 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.40 2-8 >587 180 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 (Matrix) Weight:89 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-9 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-. t be installed during truss erection,in a... .P75- ri.I s146-6' Installation guide. Gj AGI NEF s/p REACTIONS. (lb/size) 2=939/0-5-8,6=939/0-5-8 R Max Horz 2=210(LC 9) w 1"'____ Max Uplift2=-208(LC 10),6=-208(LC 11) 4-C-- 89200PE 1' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1203/267,3-9=-1154/288,3-10=-923/215,4-10=-812/227,4-11=-812/227, 5-11=-923/215,5-12=-1154/288,6-12=-1203/267 BOT CHORD 2-8=-256/946,6-8=-131/946 1:3-7 OREGON �<(/� WEBS 4-8=-103/610,5-8=-359/278,3-8=-359/278 GHQ�'9 14 2�� �` NOTES- SFR R I l-\ �P 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 18-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 IORRILL 8 fit between the bottom chord and any other members. (1 .q 6)A plate rating reduction of 20%has been applied for the green lumber members. i.w aF WA$j7 f) 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=208, Q4' ISG 6=208. 7.'t P >• '� 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - t, " + 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)79 lb down and 201 lb up at 10-0-0 s ' ��.0�' on top chord. The design/selection of such connection device(s)is the responsibility of others. ,� 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). , .16 4P 51398 4� LOAD CASE(S) Standard ©,{ •Grs-- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 �s G SIGNAL V' Continued on page 2 October 31,2017 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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 ��pT building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bradn% trfflok' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868712 B1703557 Y02 Common 1 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:34 2017 Page 2 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-gGdRyBf25hvQXwgT3ufNAX1 e8R4B35ZfHYKLk4yNgyh LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-64,4-7=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-79(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,r,�iii k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868713 B1703557 Y03 Common Girder 1 2 Job Reference(optional) 'ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:35 2017 Page 1 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-8SBpAXggs_1 H93PgdcAcjlarprSsoUJoWC3vHWyNgyg 5-0-0 I 10-0-0 I 15-0-0 20-0-0 I 5-0-0 5-0-0 5-0-0 5-0-0 4x4= Scale=1:45.8 3 IR 8.00 11210 11 3x4 -i 3x4 •� 0, 2 4 o !� 0 r 9 r 12 LUS241 5 LUS24 O • II II y II II IIS II II II II AS ►� to ►• LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 ►=� 3x4 -i 8 7 6 3x4 LUS24 2x4 H 3x8= 2x4 II LUS24 1 5-0-0 1 10-0-0 I 15-0-0 1 20-0-0 I 5-0-0 5-0-0 5-0-0 5-0-0 Plate Offsets(X.Y)-- [2:0-1-12.0-1-8j,[4:0-1-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TO 0.14 Vert(LL) -0.04 7-8 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.10 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.47 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 BCDL 10.0 (Matrix) Weight:217 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 bracing. WEBS 2x4DFStdG �Q.:D PRQo- REACTIONS. (lb/size) 1=2368/0-5-8,5=2368/0-5-8 �'� G 7 N E cS'j Max Horz 1=190(LC 9) c,N �N F,Q Q� Max Upliftl=-619(LC 10),5=-619(LC 11) 'If Max Gray 1=2498(LC 17),5=2498(LC 18) 89200 P E Tr,,. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-3511/897,2-9=-3402/910,2-10=-2367/662,3-10=-2282/674,3-11=-2282/674, 4-11=-2367/662,4-12=-3401/910,5-12=-3512/897 Cr BOT CHORD 1-8=-769/2979,7-8=-769/2979,6-7=-677/2839,5-6=-677/2839 OREGON (.// WEBS 3-7=-608/2299,4-7=-1237/449,4-6=-191/1037,2-7=-1235/448,2-8=-190/1036 G 2r/, 14 \� NOTES- /O 4/FR RIO.- 0" 1)2-ply truss to be connected together with 10d(0.120'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. EXPIRES: 12/31/2017 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=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 16-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 RRILL g 4)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 J� v WAS '1.f 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 4 `W "7" � G 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 I �/_ '')'.- fit fit between the bottom chord and any other members. "yj., 7)A plate rating reduction of 20%has been applied for the green lumber members. ♦. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=619, / 5=619. 41 9)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 20-0-0 "c 51398 c� w� 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. eit.QA �. .ors-rat-T'' 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-2-12 t�'� G" from the left end to 19-9-4 to connect truss(es)to front face of bottom chord. s1ONTALE' 12)Fill all nail holes where hanger is in contact with lumber. Q 1@Nt6r&(2)262andard October 31,2017 1111111110 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele le -.. is always required for ste niityancho preventcrnlapee with...weer reeonal mryry enu propenwennyoamage.For wenn maiming-els �1FiIi�A fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E , K3868713 B1703557 Y03 Common Girder 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:35 2017 Page 2 ID:5TjUXzerHVK8xjgOZSZeNpyPbl4-8SBpAXggs_1 H93PgdcAcjlarprSsoUJoWC3vHWyNgyg LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-178(F=-158) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/07/2015 BEFORE USE. Not 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 ANSI/T1.11 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868714 81703557 Y04 California Girder 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:36 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPb14-cflBNtgld198mD_sBJhrFy6_SEn?X?RykspSpyyNgyf 10-6-8 10-1-1 1 3-5-2 1 9-5-8 9-J0-16 16-6-14 20-0-0 1 3-5-2 6-0-6 5-y -5-7 6-0-6 3-5-2 4x8= 0-Y2 4x4 '� Scale=1:39.9 3 5 13 8.00112 111100,.. c? 3x4-i 3x4 : m 7 2 2 01 8 1 y y ` Iq o . 12 11 10 9 o 3x6= 3x6—2x4 I I 3x4 = 3x8 = 2x4 II I 3-5-2 I 9-5-8 1 10-6-8 1 16-6-14 I20-0-0 I 3-5-2 6-0-6 1-1-0 6-0-6 3-5-2 Plate Offsets(X.V)-- [2:0-1-12.0-1-81[3:0-4-0,0-0-121[5:0-1-12.0-2-0].[7:0-1-12.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.05 11-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.46 Vert(CT) -0.13 11-12 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.04 8 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/fP12014 (Matrix) Weight:247 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci E P R,, li REACTIONS. (Ib/size) 1=2438/0-5-8,8=2434/0-5-8 �� []v E sj Max Horz 1=-204(LC 4) GN. �� F/ Q* Max Upliftl=-632(LC 8),8=-629(LC 9) -r7 Max Gray 1=2518(LC 29),8=2520(LC 30) 89200PE r FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3902/986,2-3=-2575/685,3-13=-2129/645,5-13=-2136/645,5-7=-2635/692, 7-8=-3893/978 BOT CHORD 1-12=-902/3326,11-12=-902/3326,10-11=-444/2089,9-10=-772/3174,8-9=-772/3174 C1-174, OREGON � �!(y� WEBS 2-12=-174/980,2-11=-1294/487,7-10=-1204/465,7-9=-166/946,3-11=-289/1141, �G 2j 5-10=-207/873,3-10=-198/503 /O 1)' 1 t] 2-°\�Q"�` NOTES- SFR R 10- 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 0-6-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. EXPI RES: 12/31/2017 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=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,RRILI, , 5)Provide adequate drainage to prevent water ponding. 4`$) O `v ar t , 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -00 7)* pr 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 , ., C'O fit between the bottom chord and any other members. / .- 8)A plate rating reduction of 20%has been applied for the green lumber members. • . !elr'J 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=632, 8=629. ... 10)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 20-0-0 4tl� 51398 w,' 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 000,{, ��GISTBR� . 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �s G 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)80 lb down and 81 lb up at 9-5-15, SIONALV" and 65 lb down and 25 lb up at 10-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. CLOAELZA&Eptit;Sbandard October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mask' is always requiredfor 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E K3868714 B1703557 Y04 California Girder 1 2 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:36 2017 Page 2 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-cflBNtgldl98mD_sBJhrFy6_SEn?X?RykspSpyyNgyf 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=-64,3-5=-64,5-6=-64,5-8=-64,1-8=-178(F=-158) Concentrated Loads(Ib) Vert:3=-80(F)13=-4(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1Y� 1 Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-Forte E 1(3868715 191703557 Y05 California Girder 1 2 Job Reference(optional) • ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:37 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPbl4-4rlZaDhwOcH?ONZ210C4oAf9Ke6IGP15zWY?LOyNgye -1-0-0 i 5-5-8 5110-15 10-0-0 1 14-1-1 1C14-61-6- 20-0-0 121-0-0 1 1-0-0 5-5-8 0-5-74-1-1 4-1-1 0-5-� 5-5-8 1-0-0 Scale=1:37.4 4x8= 4 3x4= 7 4x6 '� 3 5 il 8.00112 • 14 n 15 166 o '7 0 0 2 8 1 FIR � � rin = I 9 Io 17 18 12 19 20 11 21 22 10 23 24 Z 3x6— LUS24 LUS24 2x4 H LUS24 3x4= LUS24 3x6 = LUS24 LUS24 3x6 LUS24 LUS24 LUS24 1 5-5-8 1 10-0-0 I 14-6-8 I 20-0-0 1 5-5-8 4-6-8 4-6-8 5-5-8 Plate Offsets(X,Y)-- [3:0-4-0.0-0-12L LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.07 11 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.15 10-11 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.41 Horz(CT) 0.05 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 (Matrix) Weight:213 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci P R QFes REACTIONS. (lb/size) 2=3040/0-5-8,8=3040/0-5-8 �< NG�N EF cSjp Max Horz 2=132(LC 7) r� 9 Max Uplift2=-1113(LC 8),8=-1113(LC 9) -9 Max Gray 2=3188(LC 30),8=3188(LC 31) `r 89200PE c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4636/1714,3-13=-4760/1905,13-14=-4760/1905,5-14=-4760/1905, 5-15=-3707/1465,15-16=-3707/1465,6-16=-3707/1465,6-8=-4635/1711 O � BOT CHORD 2-17=-1424/3878,17-18=-1424/3878,12-18=-1424/3878,12-19=-1415/3804, OREGON 19-20=-1415/3804,11-20=-1415/3804,11-21=-1832/4816,21-22=-1832/4816, 1L- 4y C. � 10-22=-1832/4816,10-23=-1368/3846,23-24=-1368/3846,8-24=-1368/3846 �O 'I)' 1 t 2O ',' � WEBS 3-11=-596/1317,5-11=-260/642,5-10=-1357/616,3-12=-168/1222,6-10=-492/2009 �j RRik-\-- 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. EXPI RES: 12/31/2017 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=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.80 plate grip DOL=1.60 LL 8, . 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 ,� F WAS `t 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 Or O ` C 1�, non-concurrent with other live loads. ,,/ J� '. 6)Provide adequate drainage to prevent water ponding. -4i /'. "� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,r ' • r 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. `r g/ 9)A plate rating reduction of 20%has been applied for the green lumber members. �� 51398 4th 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q, -GjSTE3� 2=1113,8=1113. 11)Girder carries tie-in span(s):10-0-0 from 0-0-0 to 20-0-0 �SSIONALE�6 12)"Fix heels only Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 October 31,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imll 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 toprevent 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/1P11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868715 B1703557 Y05 California Girder 1 r 2 Job Reference(optional) • ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:37 2017 Page 2 I D:5TjUXzerHV K8xjgOZSZeNpyPbl4-4rlZaDhwOcH?O NZ21oC4oAf9Ke61GP15zVVY?LOyNgye NOTES- 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 17-11-4 to connect truss(es)to front face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)279 lb down and 294 lb up at 5-6-4,151 lb down and 156 lb up at 6-0-12, 218 lb down and 200 lb up at 8-0-12,255 lb down and 218 lb up at 10-0-0,218 lb down and 200 lb up at 11-11-4,and 151 lb down and 156 lb up at 13-11-4,and 279 lb down and 294 lb up at 14-5-12 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:1-3=-64,3-4=-64,3-6=-64,6-7=-64,6-9=-64,2-8=-178(F=-158) Concentrated Loads(Ib) Vert:3=-113 6=-113 11=-34(F)5=-169 13=-106 14=-108 15=-108 16=-106 17=-34(F)18=-34(F)19=-34(F)20=-34(F)21=-34(F)22=-34(F)23=-34(F)24=-34(F) MOM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 a Job Truss Truss Type Qty Ply PLH-Forte E K3868716 #31703557 ZO1 California Girder 2 1 Job Reference(optional) • ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:37 2017 Page 1 I D:5TjUXzerHVKBxjgOZSZeNpyPbl4-4rIZaDhwOcH?O NZ210C4oAf89e9cGT75zWY?LOyNgye 6-6-9 1 -1-0-0 i 5-7-10 5-10-15 6)9-1 12-5-a 13-5-8 1-0-0 5-7-10 0.3-6 0-3-6 5-7-10 1-0-0 0-7-10 Scale=1:27.6 5x12 MT18H---% 5x12 MT18H,- 8.00 112 iliTthihhih.. 0 4- v 2 Is 5 1 _,> I I I I I I I I I I I I Illillilli. I I I I I I I I > 6 Ia ,1 p2 8 7 10 11 12 13 14 15 // 3 G 2x4 I I 3x4— 3x6�Z I 5-7-10 1 6-9-14 1 12-5-8 I 5-7-10 1-2-5 5-7-10 Plate Offsets 1.X.Y)-- [3:0-2-4.0-2-01[4:0-2-4.0-2-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.03 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.07 2-8 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.13 Horz(CT) 0.02 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code I8C2015/TPI2014 (Matrix) Weight:65 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins,except BOT CHORD 2x6 DF No.2 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brad • C P R O MiTek recommends that Stabilizers and• S Al•it. - i t S be installed during truss erection,in a• •+:.11 ,ItaE� s Installation guide. �9 A REACTIONS. (lb/size) 2=1065/0-3-12,5=1065/0-3-12 cc Max Horz 2=125(LC 7) 89200 P E I-' Max Uplift2=-440(LC 8),5=-440(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1466/683,3-9=-1129/621,4-9=-1129/621,4-5=-1472/680 C) CC BOT CHORD 2-10=-512/1133,10-11=-512/1133,8-11=-512/1133,8-12=-514/1125,12-13=-514/1125, -y1., 47OREGON1� ,4.4/7-13=-514/1125,7-14=-495/1137,14-15=-495/1137,5-15=-495/1137 / WEBS 3-8=0/300,4-7=0/327 6 Y 14+20 eP'j' NOTES- 44';.)1.1 FR R{V-k- 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)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 EXPI RES: 12/31/2017 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)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 R�� - fit between the bottom chord and any other members. ,J F . 1{J, 8)A plate rating reduction of 20%has been applied for the green lumber members. : C1, ' , 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=440, affr r' O 5=440. i♦ - /" �``.' 10)"Fix heels only"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. - 4 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)367 lb down and 412 lb up at T�; 5-9-6,and 367 lb down and 412 lb up at 6-8-2 on top chord,and 76 lb down at 2-0-12,76 lb down at 4-0-12,76 lb down at 6-0-12,76 ��+ ,� 51398 c� k lb down at 6-4-12,and 76 lb down at 8-4-12,and 76 lb down at 10-4-12 on bottom chord. The design/selection of such connection 0,{ �GjS t EEY device(s)is the responsibility of others. -S' G 13)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). SIONALE� LOAD CASE(S) Standard Continued on page 2October 31,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Ng 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 MiTele is alwaysrequiredfor 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 ANBUTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply PLH-Forte E K3868716 B1703557 Z01 California Girder 2 1 Job Reference(optional) r ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:37 2017 Page 2 I D:5TjUXzerHV K8xjgOZSZeNpyPb14-4r1ZaDhWOLH?ONZ210C4oAf89e9cGT75z Wy?LOyNgye 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=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-367(B)4=-367(B)10=-38(B)11=-38(B)12=-38(B)13=-38(B)14=-38(B)15=-38(B) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 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 irek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 4 Job Truss Truss Type Qty Ply PLH-Forte E K3868717 1703557 Z02 Common 8 1 Job Reference(optional) ProBuild Beaverton Truss, Beaverton,oR 97007 7.640 s Aug 16 2017 MiTek Industries,Inc. Tue Oct 31 15:40:38 2017 Page 1 I D:5TjUXzerHVK8xjgOZSZeNpyPb14-Z1 syoYiY9vQsOX7EIkkJKNCl92 WD?xaFCAIZuryNgyd -1-0-0 i 6-2-12 I 12-5-8 1 13-5-8 1 1-0-0 6-2-12 6-2-12 1-0-0 4x4= Scale=1:28.1 3 PI 8.00[12 W 8 9 W v 7 10 2 • 4 A A' y ` 5 Io 1 / // 0 6 0 3x6 2x4 H 3x6 6-2-12 I 12-5-8 I 6-2-12 6-2-12 Plate Offsets(X,Y)-- [2:0-2-0.0-1-8].[4:0-2-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.05 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.10 4-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 (Matrix) Weight 47 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 bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r-•_;,0 g� be installed during truss erection,in a• • •fire 71. es Installation guide. AGI NE s/ REACTIONS. (lb/size) 2=584/0-3-12,4=584/0-3-12 (-.. ° -' F-, p�, Max Horz 2=138(LC 9) 'Cr -y Max Uplift2=-141(LC 10),4=-141(LC 11) Q 89200PE c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-606/116,7-8=-494/128,3-8=-479/139,3-9=-479/139,9-10=-494/128, 4-10=-606/116 OREGON R ,(V� BOT CHORD 2-6=-1-17/397/397,,4-6=-17/397 WEBS 3-6=0/295 L� �,9� NOTES- w 14,'16\�Q'}` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS +�FR I�-� (envelope)automatic zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-2-12,Exterior(2)3-2-12 to 6-2-12,Interior(1)9-2-12 to 10-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.1 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 RRtij fit between the bottom chord and any other members. c1 r 6)A plate rating reduction of 20%has been applied for the green lumber members. vOF YWASFjj,' > 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=141, Q,, �, 4=141. ;' �0 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /I, ✓ �415Q 4P),51398, w .� SISTER � SSIONAL V'' October 31,2017 MOM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. la Design valid for use only with Mu-reek®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 a•.-rsww aV is always required for stability ern+topreverdulapse with possioie Hareem,injury and inopeny damage.Poi genera,goiarr ece rogueing me _. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 SymbolsNumbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 7 /4 y I (Drawings not to scale) Da age or Personal Injury u offsets are indicated. 9 1 rY rEE Dimensions are in ft-in-sixteenths. I 4‘, Apply plates to both sides of truss 1 2 3 1. dditional stability bracing for truss system,e.g. and fully embed teeth. iagonal orX-bracing,is always required. See BCSI. TOP CHORDS r� 4tts 2. russ bracing must be designed by an engineer.For Q 16 Wide truss spacing,individual lateral braces themselves mayrequire bracing,or alternative Tor I _ 4 ❑ bracing should be considered. pri'RAW 3. Never exceed the design loading shown and never dU stack materials on inadequately braced trusses. a I-- All p 4. Provide copies of this truss design to the building C7-8 c6-7 C5-6 F-. esi ner,erection supervisor,propertyowner and For 4 x 2 orientation,locate BOTTOM CHORDS II other interested parties. plates 0- ',id' from outside edge of truss. 8 7 6 5 5. ut members to bear tightly against each other. 6. lace plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE j int and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO I cations are regulated by ANSUTPI 1. connector plates. THE LEFT. 7. esign assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT t e 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. PRODUCT CODE APPROVALS 9. nless expressly noted,this design is not applicable for PLATE SIZE se with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10. amber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352, ESR1988 sponsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397,ESR-3282 mberfor dead load deflection. the length parallel to slots. 11; late type,size,orientation and location dimensions i dicated are minimum plating requirements. LATERAL BRACING LOCATION 12. umber used shall be of the species and size,and i all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the pecified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■=0 reaction section indicates joint 111111111 . number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. .--=_-... 11111 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSIfTPI1: 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. i not sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide tGood Practice foHandling, MiTek0 ANSI/TRI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015