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Plans (3) sT4o GSC :, 2, 2�:� MiTek® L � MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 MAIN H Fax916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R46143102 thru R46143106 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PROFFss �\co �NGINEF9 /�29 87022PE N N y �QT OREGON ry�Off~ 9� FMBER OS A. HV—a December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. I R MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL14-234 MAIN H Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber& Truss Co.. Pages or sheets covered by this seal: R46143102 thru 846 1 43 1 06 My license renewal date for the state of Washington is January 2,2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. �yTONIO p„ GO$Qp4 WASp.O _ N °p 49639 syr s � December 16,2015 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type OIy Ply 8 6143102 PL1F234 MAIN H FO1 Floor 4 1 Job Reference optional Pacific Lumber B Truss Ca., Beaverton.Oregon 7.530 s Jut 112014 MITek Industries,Inc.Wed Dec 1609:52 32 2015 Pagel ID:DckOXxdfagu?pI( 4fdR_Utw-pEy01JSM9HZse9aL7rEQPPJFIjOel?OeljIC48OuT 0.6-8 F--I 2-0-0 ue-o l &� - le-1:34.2 1.5x3 11 1.5x3 11 3x4 = 1.5x3 11 4x5=3.4 4.5= 3x8 FP= 3,4= 1.54 11 3x5= 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 Id Ia 20 19 18 17 16 15 14 13 1.5x3 11 3.8= 3x8= 3x6 FP= 3.8 = 3x8= 3x8= 1.5x3 11 4100 40.6 0. 41-0 V 0.A Plate Offsets(%V)— 11:0.1-8 Etlge] [5:0.2-5 Etlgel P:0-1E Edgel [12:0-1-8 Edge] [15:0.38 Edge] 118:0-2-12 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.1014-15 >999 360 BCLL 0.0 Rep Stress Ina YES WH 0.74 HOR(TL) -0.01 12 We n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 to FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flal) end verticals. WEBS 2x4 DF Stud/Std(fiat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/9i2e) 1=391/0.6-0,16=12761P3-8,12=39410-6-0 Max Gray 1=436(LC 3),16=1276(LC 1),12=438(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -gTONIO p� TOP CHORD 1-2=-1209/0,2-3=1209/0,34=859/325,45=859/325,5-6=0/1717,6-7=0/1717, 7-8=-882/307,8-9=882/308,9-10=882/308,10-11=1216/0,11-12=1216/0 GBS BOT CHORD 18-19=35/1342,17-18=98410,16-17=98410,15-16=-93810,14-15=22/1358 r7� _ CT�'Yd . WEBS 1-19=0/1248,2-19=-253/0,3-18=-654/0,5-18=0/1461,5-16=960/0,12-14=0/1255, 11-14=252/0,10-15=645/Q 7-15=0/1448,7-16=992/0 —.. NOTES. 1)Unbalanced floor live loads have been Considered for this design. "d4 2)Recommend 2x6 strongbacks,on edge,spaced at 10.0.0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 1P apt�49639 4y be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.501 `rSIOIVALE�G 4)CAUTION,Do not area truss backwards. OEp PROFFss � �NGINEF9 /,2 87022PE yr N N I y moj OREG N 2 <UN FMBER �O A. Hie EXPIRES:06/30/2017 December 16,2015 AWARNING-bi deal9n panmsters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE WF7473 rev.10/5L2015 BEFORE USE. - Designvslaforaccir vath ldlTek®connectors.This design is based cniiyvupon parameters shown andis for on individual building component not ss a tmsystem.Before use,the building designer must verify the applicabifp ty f design parameters and property incorporate this design into the overall buildingdesign. Bracing indicated6topreventbucklingofindltidualtmssweband/orchordmembersanly. Additipnaltemporary and permanen,bracing M!Tek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7797 Greenback Lane fabrication,storage,delivery,erection and bracing of mses and tmss systems see ANSITIFI1 Quality Cdte4a,DSB-89 and BCSI Buling Component Safety Information available from Truss Plate Institute.218 N Lee Street.Suite 312 Citrus Alexandra.VA 22314_ 109Citrus Hei Ms CA 95610 i r R Job Truss Truss Type Ory Ply RA614J10I PLid-234 AIN-H F02 Floor 11 1 �Job Reference PI b Pacific Lumber B Truss Co., Beavers,Oregon 7530 a Jul 112014 UrfekIndustris Inc Wed Dec 1609:52'332015 Paggel ID:DckOXxtl/ingu9plK fdf, UW-HRMERwbhIFJMYhYIdGdyU7h dNCJ9syTrkPy80uS 088 ,pg�- I 280 le-1.3d.3 1.5x3 II 1.5x3 11 3.4= 1E.3 4.5 = 3.4 II 4x5 = 3x6 FP= 3x4 = 1.5x3 11 3x5= d�yT 1 3x5= 2 3 4 5 6 7 8 9 10 11 12 % M 11 ZZ� ld16 20 19 18 17 16 15 14 13 15x3 11 3x8= 3x8= 3,6 FP= 34— 3.8= 3x8= 15x3 11 9108 31-0 0 &1-0 Plate Offsets(%Y)t- it'0-1-8 Edoel,15.0-2 7 Ed 1 (7'0.1-6 Edge],[12 G-1-8iEdoel.(15'0.312 Ed I [18'0-2-12 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) /deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.015 18-19 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.10 18-19 1999 360 OCLL 0.0 Rep Stress Ina YES WB 0.74 Hoa(TL) -0.01 12 ma n/a BCDL 5.0 Code IBC2012(TP12007 (Matrix) Weight:81111 FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF N0.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oC purlins, except BOT CHORD 2x4 DF NO.I&Str(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (Ib/size) 1=393/0-6-0,16=1279/0-3-8,12=393/0.6-0 Max Grav 1=438(LC 3),16=1279(LC 1),12=43B(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �y'TONIO p_ TOP CHORD 1-2=1 21610,2-3=1216/0,3-4=879/315,4-5=879/315,5-6=0/1726,6-7=0/1726, 7-8=-880/315,8-9=880/315,9-10=880/315,10-11=1216/0,11-12=1216/0 G0 BOT CHORD 18-19=-29/1356,1748=953/0,16-17=95310.15-16=-94810,1415=27/1357 WEBS 1-19=011255,2-19=-253/0.3-18=646/0,518=0/1454,15-16=98710,12-14-0/1255 11-14=252/0,10-15=-647/0,7-15=0/1450,7-16=-99010 NOTES- 1)Unbalanced floor live loads have been considered for this design. A+p 49639��q 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 Go and fastened to each truss with 3-1 Od(0.131"X 3")nails. Sirongbacks to Off, P ISTE be attached to walls at their outer ends or restrained by other means. toy. �1(j 3)Gap between inside of top chord bearing and first diagonal or vertical y cal web shall not exceed 0.500in. Sf0 3'" 4)CAUTION,Do not erect truss backwards. 0 PR0FF'9 ��g �NGINEE9 X02 �� ,8/7`99i,'2PE 9� DREG T�MBEN !4!V ROONf,NV, ry�0 0`S A. HEP�P EXPIRES-06/30/2017 December 16,2015 WARNING-! design Panmetersand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIFI473 rev.10/034015 BEFORE USE. Design valid lar use only tM1 MTekb connedon.IDis designkbased only pori pammetersfiown.andkfa-an'md'Mdud building component not a truss system.Before usethe buiktr,design,must vent,the applicability al design parameters and properly incorporate Ins desgn mto the over.A building design. Bracing Indicated is to prevent buckling of lndivdual truss vab and/or chord members only. Additional lampoon,and permanent bracing M!Tek' Is always required for stability and to prevent collapse Win possible personal iniury and popeM damage Forgenerolguitlanceregam,ng the fabrication storage,do,,,.erection and bracing of trusses and toss systems se ANSIPPI I QUaIBy Cdteda.DSB-89 and BCSI Building Component sire Greenback Lane Wish,lnlonnaBon available from true Plate Institute.218 N.Lee Street Suite 312.Alevandna.VA 2231 d. sure 109 Cams Heights CA 95510 r Job Tmss Truss Type _ Ory Ply RLB141104 PLt42�MAIN_H FW Flopr 4 1 Job Reterenoe o tionat _- Pac?¢Lumber8TmssCo., Beaverton,Oregon ]53n Jul112014MiTek EITwes.Inc Wed Decy Nh2d332015Pege1 ID:DckO%xdfingu7pIKN64tdjz_Dtw-H RVd1ER_wbhjFJM VhVldGdyVNh2dNOM95yTMPyeOuS 0.68 2-0-0 1 6160 66-80.69 Seal14 1.5x3 II 3x5= 4.5 = 15x3 3x4= 1.5x3 3x5= 1 3,,41= 2 3 4 5 6 7 8 i ld 1� 14 13 11 10 9 1.5x3 3x6= 3x5= 3x8 = 3x9= 1.50 0.68 394 3'18 12-11-8 11380 Plate Offsets(X Y)— ft'0-1-8 Edgel [3'0-1-8 Edgel 14'0-1-6 Edgel (8:0.1-8 Edgel 112:0-1-12 Edgel LOADING(psi SPACING- 2-0.0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.29 Ver"LL) -0.05 10.11 1999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.28 Vert(TL) -0.1010.11 1999 360 BCLL 0.0 Rep Stress Ina YES SUB 0.67 Hoa(TL) -0.01 8 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:561b FT=0%F,0%E LUMBER- BRACING. TOP CHORD 2x4 OF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 OF No.18Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(ft) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. REACTIONS. (Ib/size) l=34/0.6-0.8=432/G-&0,12=100810-3-8 Max Uplift 1=157(LC 4) Max Grant,1=112(LC 3),8=437(LC 4),12=1008(LC 1) 0WNIO A, FORGES. (Ib)-Max.Comp./Max.Ten.-All farces 250(Ib)or less except when Shgvm. Gp4p W W TOP CHORD 1-2=21/671,2-3=15/673,34=011152,4.5=-877/0,5-6=877/0,6-7=1215/0, 7-8=1215A] BOT CHORD 12-13=171410,11-12=-440/0,10.11=0/1355 WEBS 3-12=391/0,1-13=698117,3-13=0(716,8-10=011254,7-10=252/0,6-11=519/0, — 411=0/1323,4-12=92210 NOTES- 9639 A�Q 4w4 1)Unbalanced floor live loads have been considered for this design. p� 'Q 9639 fp9 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V X 3")nails. Strongbacks tois �' be attached to walls at their outer ends or restrained by other means. s'`S XAJ,00 3)Gap between inside of tap chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. ��PEp PROFESS �NGINEFly e 8 2PE v� N 37 �'�j, OREGO rye Okla OS A. HEP'�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Ved(y design Parameters and READ NOTES ON THI5AN01NCLUDED M1TEx REFERANCE PAGE MIL7473 rev.I MM015 aEFOREUSE. �r Dun,, id torus N 'th MRek© clor Connes.This tl g based ii,IVv pan parameters shomv ,and is for anindividual' b building component not t Vt m.Bet .thebuilding designer must very thepprcobilit,of design parameters antl propeM incorporate this design into the overall boldingdesign. Bracing id atedlslopreventbuckling of'ni frussvase and/or chord members only Additional tp raryandpermanentbracing WOW isaromys required for stability and to prevent collapse win possible personal ia and properly damage. For general guidance regarding the 7777 Greable.Lane fabricationstorage,deMeri erection antl bracing of trusses and truss systems.see ANSI/TPII Dually Criterion DSB-89 and BCSI Building Component Suite 109 Safely Information available From Tmss Plate Institute,218 N.Lee Street Suite 312.Ale.andna.VA 11311. Coma Hei 116 CA 95610 r Job Truss Trans Type Qty Ply R46143105 PL14-234_MAIN_H F04 Floor B 1 Job Reference(optional) Pacific Lumber&Truss Co., aeavetlor Oregon ].530sJul 1_2 4duslInc.Wed Deo16g34 2015 Pagel IDDckOXdfngu?pIKN5Uw-itl9S?UcugatTxkEGGsogVtlg5N6tlpJ5cCPHsy 80uR 0-6-8 2-0-0 i 1-8-8 1 1-7-12 Style=1:36.4 3x4= 1.5x3 3.4= 15x3 3x6= 3x10 = 1.5x3 II 3x6 FP= 1.5x3 3x4= 1.5x3 1 3x5= 2 3 4 5 6 7 B 9 10 11 12 20 19 16 17 16 15 14 13 1.5x3 3x8 = 3xe= 3x6 FP= 3x5= 3x10= 3x5= 3x4= 10-7-81 0 20-10-12 0.1-0 A- 161-19 Plate Offsets(X Y)— 11'0-1-8 Etlael 15'0-0.0 0-0-01 16'0-3-0Edger 115'0-0-12 Edger 116'0-1-8 Edger 119:0-38 Edgel LOADING lost) SPACING- 2-0.0 CSI. DEFL. in (loc) Il L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 VertILL) -0.08 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.33 Vert(TL) -0.1318-19 >956 360 BOLL 0.0 Rep Stress Ina YES VVB 0.85 Horz(TL) -0.01 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:881b FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.t&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.t&Blr(flat) end verticals. WEBS 2x4 OF Stud/Std(flal BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 1=440/0-6-0,16=1389/0-38,13=422/0-1-12 Mex Grav 1=485(LC 3),16=1389(LC 1),13=474(LC 4) FORCES. fib)-Max,CGmp.IMax.Ten.-All forces 250(lb)or less except when shown. -q'TONI0 p� TOP CHORD 1-2=-1387/0,2-3=1387/0,3-4=13511182,45=1351/182,5E=011953,6-7=301041, 7-8=-302/741,8-9=302(741,9-10=1624/0,10.11=1624/0 GOS wOf a' BOT CHORD 18-19=0/1677,17-18=6891243,16-17=689/243,15-16=-1925/0,14-15=269/1300, yP _ CTS . 13-14=0/1178 WEBS 6-16=-771/0,1-19=0/1432,2-19=-25310,3-19=304/125,&18=-48710,5-18=0/1310, — 5-16=171110,11-13=-123510,11-14=-52/467,9-14=0/506,9-15=-1224/0,6-15=0/1672 NOTES- 49639 .QAY 1)Unbalanced floor live loads have been considered for this design. 00 2)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)13. FS Ol' 3)Recommend 2x6 strongbacks,an edge,spaced at 10-0-0 Dc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to SCONAL be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,DO not erect truss backwards. PED PROFESS GINE /029, 87022P N y , OR GON �0 FMgER "� �O OS A. Hk.'s EXPIRES:06/30/2017 December 16,2015 AWARNING-Verity chuign parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGEMIFI4]J re✓.10/012015 BEFORE USE. Design valid for use only sathA4Rek®connectors.This design is based andyupon parameters shown,endls for an'Fai l hot ding component,not a toss system.Before use,the building designer must venry the applicability of design parameters antl property incorporate this design Into the overall bWldingdesign. Bracing indicated litoprevent buckling ofindiadualtrusscab and/or chord members only. Additional temporary and permanent bracing M!Tek' v+oys required forstabilif9 end to prevent collapse Wth possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane �fabncation,storagedell erection and bracing of basses and has systems.see ANS19PIl Qualtly Crui DSB-89 and BCSI Building Component Safety Info rcaHon available from lass Plate Institute,218 N.Lee Street.Suite 312 Alexandra.VA 22314. Citrus 109 Cits Hei M1ts CA 95610 R Job Truss Truss Type OtyPly 8 6143106 PL14234_MAIN_H F05 Floor 8 1 Job Reference(optional) Pacific Lumber BThos Co., 9eavertory Oregon ].530AIS4fd 20 U4 -idklS'Ucugat kE Gsoq 952342015Pa9e1 ID'DckO%xdtingu?pIKN54fdjz_Utw-Id49S?UchugatTxkEGGsogVfz50u6faJ5cCPHsyBOuR 2-0.0 o-1�4 Tff, P" Scale=1:33 6 1.5x3 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 4x8= 4.5= Sys Be= 3x4 = 1.5x9 II 3.5= I 1 2 3 4 5 6 7 8 9 10 11 12 dl 1d�d 2 19 18 17 15 14 13 Set= 3x5= 3x6 FP= 4x8= 3,5= 3x8= 3.8 = 1.5x3 91-0 & 12 18-8-12 Si- 9-44 M Bi fl Plate Offsets(X Y)— 16:0-24,Edgel.[7:0-1.6,Edge] [12:0-1-8 Edge],[15:0-3-8 Edge],[16:0-1-12 Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) beer Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Verl -0.06 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.1014-15 >999 360 BCLL 0.0 Rep Stress Ina YES WE 0.74 Hori 0.01 16 the I BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:811b FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF Nc.18Blr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc Purlins, except BOT CHORD 2x4 DF Nc.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Sid(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=392/0-1-12,12=394/0-6-0,16=1269/0.3-8 Max Grav 20=437(LC 3),12=431 4),16=1269(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TONIO p� TOP CHORD 2-3=-1393/0,34=1393/0,4-5=0/753,5-6=0/754,&7=0/1689,7-8=8661297 lb &9=-866/297,9-10=866/297,10-11=1210/0,11-12=-1210/0 GO 'w� "wTjrlr BOT CHORD 19-20=011067,18-19=-291/955,17-18=291/955,16-17=1628/0,15-16=945/0, 14-15=15/1347 M WEBS 6-16=631/0,2-20=1118/0,2-19=58/341,4-19=0/608,4-17=1308/0,6-17=0/1079, _ N 12-14=011249,11-14=252/0,10-15=646/0,7-15=011450,7-16=963/10 NOTES- 1)Unbalanced floor live loads have been considered for this design. 11P5 49639 A 2)Provide mechanical connection(by others)of truss to bearing plate atjoint(s)20. ��' IS7-ERS 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to `r`SIONAL G be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in. 5)CAUTION,Do not area truss backwards. p PROFFss �� �NGINEF9 /�2 e 870 2PE v� CV y �'oj, DREG rya 2u� 9� FABER �O OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 WARNING-Verity bear,panmebn and READ NOTES ON THIS AND INCLUDED hi REFERANCE PAGE MIP7473 rev.1WO312015 BEFORE USE. DesignvalidforvseonNWth MReMconnectois This design is based only pan parameters shown. des for on Individual building component,not a truss ppli system.Before use,the building designer must verity the acability of design parameters and properly incorporate this design into the overall building design. Bracing indicated d to prevent buckling of individual truss web and/or chord members onN.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse vin possible personal injury and property damage. For general guidance regarding the fabricallon,storage,delivery,erection and bracing of theses and truss systems.see ANSI/rPl l pualey Cl DSII-89 and SCSI BuOding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandra.VA 22314 dune 109 citrus Iii M5 CA 95610 Symbols Y Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 r, Center plate on joint unless x,y II 6--4-8 1I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-linsixteenths. Apply plates to both sides of truss 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1 ci-2 csa 2. Truss bracing must be designed by on engineer.For 0.1/ '/ � 16 4 wide truss spacingindividual lateral braces themselves O WEB$ 11 may require bracing,or alternative Tor I T O ,2 y n y p bracing should be considered. 2 u 3 �'s'� 3 G O e 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 00 4. Provide copies of this truss design to the building For 4 X 2 Orientation,locate 0 designer,erection supervisor,property owner and plates 0-'n6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably y protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment it accord with ANSI/TPI 1. `Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise e noted moistureoff content of lumber shall not exceed 19`h at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable to ICC-ES Reports: r PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-s'ructural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel 10 51015. I I.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Y in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chards must be sheathed or purlins provided at Output. Use T of I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing of 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed unless othermse noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (Suppor s) occur. Icons vary but ©2012 MITek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushiPg only. __® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: Na'IOnal Design Specification for Metal 19.Review all portions of this design(front,back,words Plcte Connected Wood Truss Construction. and picturesl before use.Revavnng pictures alone DSB-89: Design Standard for Bracing. � a is not sufficient. BCSI: Building Component Safety Information, 1/ 20.Design assumes manufacture in accordance with G1.ide to Good Practice for Handling, I1T .k ANSI/TP11 Duality Criteria. Invalling&Bracing of Metal Plate Ccnnected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015 i s MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 UPPER Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber& Truss Co.. Pages or sheets covered by this seal: R46143107 thru 846143115 My license renewal date for the state of Oregon is June 30, 2017. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. P R OFFss �r1GINEFA /p29 87O22PE < N y9�'oj, OREGON rye V, 0 �MSER A. HEP�P E I E / 0/ December 16,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI I. MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-234 UPPER Fax 916/676-1909 The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by Pacific Lumber& Truss Co.. Pages or sheets covered by this seal: R46143107 thru R46143115 My license renewal date for the state of Washington is January 2, 2017. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. �TONpI�O�,��p 0 _ N °p 49639 q� ss ti�a December 16,2015 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. w� Job Truss Truss Type Qty Ply R45143107 PL14-234_UPPER Foi FLOOR 4 1 Jab Reference look onall Pacific LumberBTruss Co., Beaverton,Oregon 7.53OsJul 11 Wed 3CDec1609 iNzr015Page1 ID.fRr?p]cJab_FZM3?rJKNHSz?mG H-LJwSOn/OOCabVrA03C WBMn4wck21NzrNJnc8m2yB0u0 o-1-8 H j 1-3-0 1-2-8 1 1-2-0 1-3-12 1-60 Style=1:29] 4.5= 3x4= 3x4 = 3x4= 3x4 = 4x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 re 20 Ira 21 20 19 18 17 16 3x8 = 4x8= 3x5= 3x5= 3x5= 3x4= 4.5= 3x4= 17-612 17.ri19 Plate Offsets(X V)— [16:0-1-8 Edge] [17:0-1-8 Edge] LOADING(pi SPACING- 2-0.0 CSI. DEFL. in (loc) /dell L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.87 Vat(LL) -0.33 17-18 1638 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.81 VerI -0.5117-18 >407 360 BCLL 0.0 Rep Stress Ina YES VVB 0.81 Hors(TL) 0.06 15 she n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight 83 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&SIr(f1at) TOP CHORD Structural wood sheathing directly applied or 5-0-8 GO purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=949/0-5-8,15=956/0-4-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ONTO TOP CHORD 2-3=-2176/0,3-4=2176/0,4-5=3525/0,5-6=-352510,6-7=4103/Q 7-8=4103/0,8-9=3978/0,9-10=397810, S.a1T w j 10-11=2683/0,11-12=2683/0,12-13=268310 P" ,r�,• IPa, BOT CHORD 21-22=0/1215,20-21=0/2941,1320=0/3905,18-19=0/4143,17-18=0/3583,1 6-1 7=012 68 3,15-16=0/1388 GO wOf "`x4Y r� r WEBS 11-17=0/450,12-16=-655/0,2-22=149810,2-21=0/1209,4-21=961/0,4-20=0!734,8-20=-47810,13-15=1648/0, y� CTS 13-16=0/1601,10-18=0/532,10-17=1196/0 VA N NOTES. 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. r6 ..c1 Q� 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0. 6> 49639 0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to Off, � 49639 be attached to walls at their cuter ends or restrained by other means. 4)CAUTION,Dc not erect truss backwards. `rSjONALV14C5 ��Prc0 PROFFss �NGI NL F9 1p2 ¢ 8 2PE v� UP N OREGO rye Q[trN FMBER "N �S A. HEP\' EXPIRES:06/30/2017 December 16,2015 AWARNING-Vetlry tlulgn parameters and READ NOTES ON THIS AND INCLUDED All REFERANCE PAGE MN-I473 f0/M0151BEFORENSE. Design valid for use only with Mini connectors.This design is based on pan parameters shown,and is for an individual building component not a truss system.Before use.the building designer must venfy the appllcabl oft of design parameters and propel Incorporate this design Into the overall adding design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennchant bracing MiTek- 's alwOYs required for stability end to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication,storage,del' ra delivery,erection and bcing of trusses and truss ,ams see ANSIIIIIIuaIR Cdted.,DSB-B9and BCSIBUBJIng Component Sure 109 C SafetyformPl Ination available from Truss ate Institute.218 N.Lee Street,Suite 312 Alexandna,VA 22314. es Heights.CA 95610 Job Truss Truss Type Qty Ply 846143108 PL14-234_UPPER Fn2 FLOOR 4 1 Job Reference(optional) Pacifm Lumber B Truss Cus, Beaverton,Oregon 7.530sJul 112014MiTek lndustines Inc Wed Dec 1609.52482015 Page IDfRr?p7cJab_FzM3?rJKNH5z?mGH-LJwSOnf00CabYrQ3CWBMn4_6k3YN_xNJnam2y8OuD 1-40 k 1-9-0 i L]Eu ii-A-19 i 2tr0 r.yro i 2-415 Scale=137.8 Lox3 15x3 II 3x5= 1.5x3 II 44 — 3x12 = 1.5x3 11 3x4= Sate FP= 3x4 = 3.4= 1E.3 1 2 3 4 5 6 7 8 9 10 11 12 ml lm 21 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6=3x6 FP= 3,02= 3x5= 1.50 I 1.5x3 II 3.4= 161013 S6-0i 17813 1 }1 U12 SR11 I'll, 7A -]A JR 5 Plate Offsets fX Y)— 110:0-1-8 Edgel 11:0-1-8 Edpe1 LOADING(psi SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Verl -0.22 15-16 >871 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Verl(TL) -0.3415-16 >572 360 BCLL 0.0 Rep Stress her YES WH 0.74 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:98 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Blr(flal) TOP CHORD Structural wood sheathing directly applied or 6-0-0 Go purlins, except BOT CHORD 2x4 OF No.18Btr(flat) end ver icals. WEBS 2x4 OF Stud/Std(Flal*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 10-16,7-16,7-17,5-17,11-13:2x4 OF No.18Blr(gat) REACTIONS. (Ib/size) 13=705/11blechanical,21=-231/0312,19=1893/0-3.8 Max Up11821=437(LC 4) Max Grey 13=709(LC 4),21=144(LC 3),19=1893(LC 1) ��NAI$Dpj . GFORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. saw TOP CHORD 2-3=0/1765,34=0/1765,4-5=0/2806,5-6=857/0,6-7=-85710,7-8=2398/0, �� G'j� ✓d 8-9--2398/0,9-10=-2398/0,1011=-1737/0 BOT CHORD 202l=8411101,19-20=2806/0,18-19=107210,17-18=107210,16-17=011926, 1516=011737,14-15=0/1737,13-14=011737 4 WEBS 11-14=01260,4-19=905/0,2-21=-115/961,2-20=-108410,1016=0/784,9-16=-346/0, 7-16=01518,7-17=-1156/0,6-17=-268/0,5-17=0/2003,6-19=-2002/0,11-13=-1859/0, 49639 4-20ipt��l'o�s7flg� pct, NOTES- SSfONALE�G 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girders)for truss to truss connections. 3)Recommend 2x6 slrongbacks,on edge,spaced at 10-00 oc and fastened to each truss with 3.1 Od(0.131"X 3")nails. Strongbacks to �P PR be attached to walls at their outer ends or restrained by other means. ED ofFS 4)CAUTION,Do not erect truss backwards. �� �NGINEF9 S/O2 QZ 87 2PE 9 ytP ^ o OREGO �O FMBER �S A. He EXPIRES:06/30/2017 December 16,2015 WARNING-Verify deign parameters;and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11047473 rev.10A=015 BEFORE USE. Design valid for use only Win Miieltm connectors.This design is based on Iy pori parameters shown,and is loran lndMtlual builtling component.not f re a theedlIs dell n most the bcabT of / and mem dpropertyInco orate p designd into the overall a Imes rystem Bea us g 9 er IV PP tY 9 para incorporate UK isoumg dequir forstglndy and to revententlapsewith(inbMbupllmnwebond/ar roardmembars only. Aor enelanguempwaryantlpetmanent bracing MiTenb feawation story for stability one tion and bracing vnthposnd truersyste inlury and propeM Queen,damage. Foran B-8 guidance regarding om 7777 Greenback Lane Safety Inforstorage.vailable from Ton andbracingo1 trusses and truss systems see ANSIp,V 22314CMeda.DSB-89 and BC51 Building Component Safety InfannaXon available from truss Plate Institute 98 N.Lee Street Suite 312 Alexandria.VA 22316. Suite 109 Citrus Heart,CA 95610 Job Truss Truss Type Qty Ply R4fi143109 PL142N UPPER FO] FLOOR _ 9 - — 1 _ Job Refere 14 MiTetionall Pacific Lumber BTmss Co., Beaverton Oregon T530 sJul H5z?m12014 MiTek Industries,IncvI Nv cDv8UpYCM Page iJUy IP.tRr?p7W ab_FZM3?rJKNHSz?mGHpVvllgb7gn9V19AmbW vt Nv_cOvBUpG(yV�C�pWYRLiJUy80uC 1-10 1-2.0 f— 1-1.19 -1"rT finale=1'.tab 15x3 II 3x4= 1.5x3 3.4 = 1.5x3 II 1 2 3 4 5 3e4 6 12 m 15X3 = 11 0 9 e axe = 1.51,3 11 15x3 3x4= Sure= e9a h4fl Plate Offsets(X Y)— 14.0-1-8 Edge1 15.0-1-8 Ednel LOADING(psQ SPACING- 2-0-0 CSI. DEFL. in (loc) /dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Ven(LL) -0.05 9-10 >999 480 MT20 220,195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(I-) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Ina YES We 0.29 Horz(TL) 0.01 7 We are BCDL 5.0 Code IBC2012rrP12007 (Matrix) Weight:41 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 Gc purlins, except BOT CHORD 2x4 OF No.188tr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=467/O-S-B,11=473/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when Shown. p� TOP CHORD 2-3=1051/0,3-0=1051/0,4-5=693/0 S���Io 'AC' BOT CHORD 10-11=0/898,9-10=0/693,8-9=01693,7-8=0/693 WEBS 4-9=264/0,2-11=964/0,3-10=313/0,4-10=0/579,5-7=865100 h wOf_ •CTx O NOTES- i 1)Unbalanced floor live(Gads have been considered for this design. — 2)Refer to girders)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss wah 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .4 -A QAk 4)CAUTION,Do not erect truss backwards. 0 'p('G,ISTB�" SS�ONALG 0 PROFESS �NGINF /�2 2 87 2PE v� %V mAj, GREG N ti�OWN �O EMBER �, � OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 AWARNING Vmify arraq.parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10143/}015 BEFORE WE. Design valid for use only Win MITeW connecter.This design is based cm upon parameters shovm,and is for an Individual building component not a truss system.Beton use,the building designer must verity the appicon,sty of resign parameters and properly ioveracrole this design into the overall building design. Bracing indicated is to prevent hackling of indivduol loss web and/or chard members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent mllopse wth possible personal injury and properly damage. Far general guidance regarding the pp Greenback Lane labneationstoragedelivery erection and bracing of tones and toss rystems.see ANSI/1141 Quality CMeda,DSB-89 and BCSI Bulling Component Supe 109 Safety Inlartnallon available from Truss Plate Institute_218 N.Lee Street Suite 312.Alemnd—VA 22314_ Cams Heights.OA 95610 Job Truss Truss Type Oty Ply R tAtto PL1d-234 UPPER F04 FLOOR 1 1 _ Jab Reference(opt onap PeciOc Lumber B Truss Co. Beaverton,Oregon 75305 Jul 112014 MITk Industries,Inc. Wed D¢o 160932492015 IN,a ID:fRrPp7cJab_FzM37rJKNH5z7m GH- Mgb7gO9VISAmbcdvlNv_c8v80Q6RoWYRMl_y80uC 2f 0 1g1q i 1-2-0 -415 Scale=1.28 4 1E.3 11 3x6= 15x3 11 3x4= 15x3 3x5= 1.5x3 11 1 2 3 d 5 6 73x5 8 m� �m 1 13 12 11 10 9 3x5 = 3x8 = 3x8= 1.5x3 1.5x3 3e5= 12-5-1 13 1113-Ail 1fi-4-0 11-5-1 QpUQ 17_R Plate Onsets(X Y}- [6:0-1-8 Edge],D:0-1-e,Edgel 1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in ill Itself L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.64 Vert(LL) -0.29 11-12 1671 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Verl -CA511-12 1435 360 BOLL 0.0 Rep Stress/nor YES VVH 0.70 l IOa(TL) 0.05 9 n/e n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=O%F,0%E LUMBER- BRACING. TOP CHORD 2x4 DF 240OF 2,0E(flaq TOP CHORD Structural wood sheathing directly applies or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 240OF 2.0E(flat) ens verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 Be bracing. REACTIONS. (Ib/sae) 14=891104-Q 9=891Rvtechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown, TOP CHORD 2-3=3178/0,34=317810,45=3468/0,56=-346810,6-7=2294/0 -�y,TONIO p� BOT CHORD 1314=0/1957,12-13=0/3626,11-12-012294,10-11=0/2294,9.10=0/2294 P' A'C' WEBS 6-11=375/Q7-10=01358,2-14=2101/0,2-13=0/1310,113=-252/0,413=481/0,5-12=-37810,6-12=0/1386, GOS k04 Q/ 7-9=-245610 ^')O NOTES- h — N 1)Unbalances floor live leads have been considered forthis design. 2)Refer to girder(s)far truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0.0 oc and fastened to each truss with 3-104(0.131"X 3")nails. Strongbacks to 49639 Q� be attaches to walls at their outer ends or restrained by other means. STER �SSIONALti'�G D PROFESS �NGINEF9 8 2PE yr N Off y �Al OREGO 90 EMBER ", OS A. He EXPIRES: 06/30/2017 December 16,2015 QWARNING Verify design 0anmeerSand READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10012015 BEFORE USE Design valid for ly wth Ml ds conneclan.This design basedondac paramefersdrown.and 4 for On' d d Id Ib g component not s,atem B 1 .the building desgna mail verily iM1 pplia.buh,of deign yammerers and armarb,ird.re.-tim the desk,-int.the etall buddingdosign buding'adficaloda to prevent buckling of"momdual1 web and/orchordmembers on, Add,fiannJI p ry andpermanent bracing WOW is aWa,required for staol'Iy and to prevent collapse vnih possible personal pi and properly damage far general gudonce regarding the p77 Greenback Lan !abncauon.storage.delivery.erection and bracing Of busses and truss systems,see ANSI/IPI/QuaIIIy CMed,DSS-09 and SCSI Building Component e Safety IMorm.#.a avolable from Truss Plate lnslllcfe 218 N,Lee SireeL Svle 312 Alerandna.VA 22311 Suite 109 __ .___.. OiWSHaunts CA 95610 A Job Truss Truss Type Qty Ply R46t43ttt 0.114234 UPPER FOS FLOOR 10 1 Job Reference o tiara/ PaufiC Lumber a Truss Co., Destination,Oregon 7.5305 Jul 112014 MITek lnbustnes,Inc.Wed Dec 1609.52.502015 Pa99e1 O fR0p7c3ab_FzM3?rJKNHSz?mGH-Hi2CpTgfwprJowApAdYcSC9EBYiOnkfn55Frwy80uB r 9_Go 1-1112 12-0 1.2-11 11-5,0 1-J-0 M11�1 Scale=1:43A 4x8= 3.4 3x5 = 3x4 = 4x5= 3,16 FP= 3x6= 3x4= 3.4 = 1 2 3 4 5 6 7 8 9 in 11 12 13 14 15 ml Ira 28 25 24 23 22 21 20 19 18 17 16 3x4= 3.8 = 3,6 FP= 4x8 = 4,E = 3.8 = 3x8 = 3x4 = 1.5x3 SP= 13813 24111 ,34-11 12 12+13 ]-0 2-11-11 &7-3 -]-0 14-1 Plate Offsets KY}— 16:00.8,Edgel [13:0-1-8 Edge) [14:0.1.8 Edgel [21:0.1-8 Edge) LOADING(psf) SPACING- 2-0.0 CSI. DEFL. in floc) /dell L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.99 Vert(LL) -0.27 22-23 >723 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.93 Vert(TL) -0.42 22-23 >475 360 BCLL 0.0 Rep Stress Ina YES WB 0.92 Herz(TL) 0.04 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:1141b FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18Btr(flw) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.I&Btr(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing, WEBS 2x4 OF Stud/Std(ilap REACTIONS. (Ib/size) 16=239/Mechanical,26=775/0-3-12,20=1766/0-5-8 Max Uplift 16=-57(LC 3) Max Grad 16=361(LC 4),26=805(LC 3),20=1766(LC 1) �yTONIO FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2738/0,34=2738/0,45=2595/0,5-6=-2595/0,6-7=1217/161,7-8=-1217/161, GO 8-9=0/2126,9-10=0/2126,10-11=0/2125,11-12=-546/608,12-13=546/608, 13-14=463/144 y� 0 d BOT CHORD 25-26=0/1737,24-25=0/2966,23-24=012966.22-23=161/1217,21-22=161/1217, c N 20-21=70610,19-20=-127110,18-19=1"1463,17-18=1441463,16-17=144/463 WEBS 6-22=386/0,7-21=745/0,2-26=186510,2-25=0/1074,325=-253/0,4-23=-504/0, 5-23=395/0,6-23=0/1664,13-19=569/89,12-19=308/0,11-19=0/1284,11-20=1082/0' 1d 14-16=668/208,8-20=179810,8-21=011805 1P ,pp4�9639 Ava A `VISTER NOTES- �SSIONAL � 1)Unbalanced floor live loads have been considered forthis design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refenter girder(s)for truss to truss connections. 4)Recommend 2x6 strong backs,on edge,spaced allG-0-0 on and fastened to each truss with 3-1 Od(0.131'X 3")nails. Slrongbacks to � PEp PROp�-SS be attached to walls at their outer ends or restrained by other means. A �O 5)CAUTION,Do not erect truss backwards. GIN-9� NF 2 QC 87 f0. y SAT GREG N rye <f/� 90 EMBER �� �O OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 AWARNING-Verg desl9npa—fers and READ NOTES ON THIS AND INCLUDED hil REFERANCE PAGE MIF7473 rev.10/012415 BEFORE USE. - Design validfor use onNvAfhMRekOronnecbrs.This design is based on pan parameters shaven, d is for an individual building component,not a tmu system.Before use,the building des,gnes mast venly the app4cabi ily of design parameters and property incorporate this design into the overall builtlingdesign. Bracing indicitedo to prevent buckling of individual truss web and/or chord members arN.Atldlional temporaryandpertnanenf bracing MOW 's always requiretl forsfability anti to prevent collapse win possible personal injury and praperty demand. For general guidance regarding the 7777 Greenback Lane fabbcation.storage delivery.ereofion and bracing of tenses and Ws systems.see ANSION1 Qualey Criteria,OSB-89 antl BCSI Bulding Component Safety Information available tram Trus Plate Institute,216 N.Lee Street Suite 312,Alexandra.VA 22314, Soon 109 Citrus Hei Ms CA 95510 w all ob Truss Truss Type Oty Ply R46143112 J PL14-2J4 UPPER Fab FLOOR J 1 JobR f (optional) Pacfm Lumber&Truss CO.. Beaverton.Oregon _ Jut 112o14Kate,IndustriesInc Dec_ 51 2015 Pagel ID.RRp7WabFZM3?rJKNH5 ?mGHluaOphHh]AP41?kK3rPiXsyBwa0ap?IgcNNy 80uA r 2-&n 1 1-c8 i1i 19-n-n a1�a ulfU 12-n , 1-164 scale-1:36.1 3x4= Set= 4x8= 3x4= 3x6 FP= 3.4 = Si= 1 2 3 4 5 6 7 8 9 10 11 12 13 m� Ire 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x4= 3x5 FP= 3x8 = 3x4 I 4,15= 3x6= 3x4 = aP8 19412 a1-0 0.2 ]-0 Jdd 8312 ]-0 ]-0 2-ti Plate Offsets(X V)— 14'0-1-8 Edge] (110-1-8 Ed 1 1120-1-8 Ed 1 1230-1-8Edgel LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Ildell Ltd PLATES GRIP TCLL 40.0 Planes Increase 1.00 TC 0.48 Ved(LL) -0.12 16-17 >999 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.19 16-17 >770 360 BCLL 0.0 Rep Stress Ina VES WS 0.56 l loa(TL) 0.02 14 p a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:97 Its FT=0%F,0%E LUMBER- BRACING. TOP CHORD 2x4 OF NcA&Btr(flan) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Nc.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 14=539/0-1-12,19=1443/0-3-4,24=333/0-3-12 Max Uplift 24=-I LC 4) Max Grass 14=559(LC 4),19=1 443(!-C 1),24=427(LC 3) 0yTpxm . FORCES. (a)-Max.Comp./Max.Ten.-All farces 250(Ib)or less except when shown. GOS w�W TOP CHORD 2-3=-788/331,3-4=7881331,4-5=0/976,5-6=0/976,6-7=0/703,7-8=0(703, W 8-9=-1488/0,9-10=1488/Q 10-11=1488/0,11-12=1102/0 BOT CHORD 23-24=1041773,22-23=3317788,21-22=-331A88,20-21=-331!788,1 g-20=1481/0, y K, t 18-19=148110,17-18=0/829,16-17=0/1102,15-16=0/1102,14-15=011102 ��LLL -- ItQ WEBS 6-19=-1406/0,2-24=-830/112,2-23=312/17,4-20=126510,6-20=0/864,11-17=-88/413, 10-17=-320/0,8-17=07767,8-18=-1437/0,6-18=0/1099,12-14=1235/0 NOTES- �'PO4 639Q�' A �EbIS7E1<� i)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. SI(}NAL 3)Provide mechanical connection(by others)of truss to bearing plate at joints)14. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 on and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. rc0 PR 0FFSS (N5 �NGINEF9 /02 CC 87022PE 9` (P N y m.0 GREG N ti�OWN 90 EMBER, "" 05- A. He EXPIRES:06/30/2017 December 16,2015 WARNING-Verity design paameams and READ NOTES ON THIS AND INCLUDED MITEK REFER)UNCE PAGEM6TQ3 rev,10sibrom S BEFORE USE. Design valid for use only win MRek®connectors.This design is based onlyy upon parameters shov+n, d is for an individual burden component,not o fires system.Before use-the buuding designer must verify the appllcablllly of design parameters and property incorporate this design into the overall build'mgdeeign. Braoinglndioded k to prevent buckling of Individual truss web and/or chord members orN,Additional temperary end permanent bracing MITOW s always required for stability and to prevent collapse with possible comonoliper,and property damage. For general guidance regarding the fabbcationsterage,delivery. m erection and bracing estrous,and truss Wstes.see ANSI7P110ualtiy CtlbAa,DSB-89ond BCSIBuldfng Component 777]p]7 Greenback Lane Safety Information available from Tres slRute,Plate In218 N.Lee Street Suite 312,Alexandria.VA 22314. Sure 109 Hei hts CA 95610 II Job Truss Truss Type Qty Ply R461g31t3 PL14-234_UPPER F07 FLOOR 5 1 Job Reference(optional) Pau6c LumberB Truss Co., Beaverton,Oregon ]3?rJKJul 1120 GH-luk Ophttes,Inc.Web Dec 1609:52511015 Pagel 10'.fRr?p?cJab_FZM3?rJKNHSz?m GH-IucaOphHh7zAP41?kK3r_Pi Vpy59aMmp?IgoN Ny80uA JAO 1-R9 1-2-0 2-5-15 Style=1:28.1 1.5x3 1I 3x6= 15x3 I I 3x4 = 1 Sx3 I I 3x5= 15x3 1I 1 2 3 4 5 6 73x5= 8 ml �m 1 13 12 11 10 9 3.5 = 3.8 = 3.8= 1.5x3 II 1.Sx3 II 3.5= 12-2-9 le--8 Plate Offsets(X Y)— [6:0.1-8 Edgel [7:0.1-8 Edgel LOADING(psf) SPACING- 2-00 CSI. DEFL. in floc) I/deg Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.61 Vert(LL) -0.27 11-12 >713 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 BC 0.77 VerI -0.42 11-12 >462 360 BCLL 0.0 Rep Stress Inch YES WE 0.67 Horz(TL) 0.05 9 me n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:71 lb FT=G%F,0%E LUMBER- BRACING. TOP CHORD 2x4 DF 240OF 2.OE(flal) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF 240OF 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(gat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=880/0-1-8,9=880/Mechanical FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3120/0,3-4=3120/0,45=3344/0,5.8=-3344/0,6-7=2248/0 .wl'TGNIO A� BOT CHORD 13-14=011929,12-13=0/3539,11-12=0/2248,10-11=0/2248,9-10=0/2248 WEBS 6-11=380/0,7-10=0/347,2-14=2070/0,2-13=0/1279,3-13=251/0,4-13=450/0,4-12=250/65,5-12=-379/0, COS w0F W 6-12=0/1327,7-9=2406/0 NOTES- Co c x N 1)Unbalanced floor live loads have been Considered for this design. 2)Refer to girder(s)for truss to truss Connections. 3)Provide mechanical Connection(by others)of truss to bearing plate at joint(s)14. 49639 0,/r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 Dc and fastened to each tin as with 3-10d(0.131"X 3")nails. Strong backs to be attached to walls at their outer ends or restrained by other means. `rStONALIcv,G ��PEp PRN, �tJGINFF9Ill 47 870 2PE v� y �-'0 OREGO �0 FMBER N� �O OS A. HF- EXPIRES:06/30/2017 December 16,2015 WARNING-Vetlry dedges parameron and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE M147473re,.10/011015 BEFORE USE. Design valid for use only voth MiekW connect.¢.This design'a based onlIyv pan parameters fiovm. tliz Loran individual building component.nal a truss system.Before use,the bulltling designer must verify the appl,cabillty of design paromelers and property incarcerate this design into the overall butlangdeslgn. Bracing Indicated rs to prevent buckling of lndbrdual truss web and/or chard members only.Additional emparary and permanent bracing MiTek' is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication.storage.dellvery,erection and bracing of trusses and truss systems,see AN51/hPll pualXy Ctltetla,DS!-09 and BCSI EuOding Campanenf Suite 109Safety Information available from truss Plate Institute,218 N.Lee Street Suite 312 Alexandria,VA 22314, Ci4as Heights CA 95610 Job Truss Truss Type Oly 846143114 PL14-234Ply_UPPER FOB FLOOR 2 1 Job Reference(optional) Pacific Lumber BTruss Co.. Beaverton,Oregon7.530 a Jul 11 2014?rJKNH5z?mGH-D59yE9isines,Inc.We8Da016 09 52 52 2015 EoQLPpjnByEPagel ID:fRr9p]Wab_FZM3?rJKNHSz?mGH-059yE9ivSQ501 EJB12b4%dECOLPpJn ByEPaMvpyB0u9 0-1-8 H 1 13-0 1-2-8 i 1-2-0 1-21 -8 11&0 Swe=1:29.5 4x5= 3x4= 3,41= 3x4= 3x4 = 4x6 — 1 2 3 4 5 6 7 B 9 10 11 12 13 14 as V!S� Im 21 20 19 18 17 16 3x6 = 4x6 = 3.5= 3x5= 3.5= 3,4 = 4.5 = 3x4= 17-54 17-5-8 Plate Offsets(X Y)-- 1160-1-8EdQel 117'0.1-8 Edael LOADING(part SPACING- 2-0-0 CSI. DEFL. in (roc) /dell I-A PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.88 Ved(LL) -0.32 17-18 >648 480 MT20 2201195 TCDL 10.0 Lumber Increase 1.00 Sc 0.80 Vert(TL) -0.5017-18 >414 360 BCLL 0.0 Rep Stress In. YES WH 0.79 Ho¢(TL) 0.06 15 n/a near BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:82 lb FT r;i O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Bthflel) TOP CHORD Structural wood sheathing directly applied cr 2-2-0 cc purlins, except BOT CHORD 2x4 DF 2400F 2L0Er1at) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 cc bracing. REACTIONS. (Ib/size) 22=944/0.5-8,15=950/0-2-12 FORCES. (Ib)-Max.Camp./Max.Ten.-All forces 250(Ib)or less except when shown. `ZQN70 p_ TOP CHORD 2-3=-2161/0,3-4=216110,45=-3494/0,56=-349410,6-7=4058e0L7-8=4051 8-9=3918/0,9-10=3918/0, 10.11=2fi0810,11-12=2608/0,12-13=2fi08/0 BOT CHORD 21-22=F011207,20-21=0/2918,19-20=0/3867,18-19=014090,17-18=013515,16-17=0/2608.15-16=0/1383 G0S X04 VY WEBS 11-17=01454,12-16=-675/0.2-22=1488/0,2-21=0/1199,421=-9521Q 4-20=0/725,6-20=-469/0,13-15=1642/0, �/.ay F� CjO 13-16=0/1559,10-18=0/538,10-17--1201/0 a e) _ -� Rf NOTES- L _ N 1)Unbalanced floor live loads have been Considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 'd 49639 '7'. 4 3)Provide mechanical connection(by others)of truss to beading plate at joint(s)15. 0,4,.,p rin 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss wRh 3-1 Do(0.131"X 3")nails. Sirongbacks to be attached to walls at their outer ends or restrained by other means. etON�y 5)CAUTION,Do not erect truss backwards. ��PED PROFESS �r1GINEF,9 870 2PE yr N y9iso OREGO ryo �N AMBER Alas �O A. Hf N- EXPIRES:06/30/2017 December 16,2015 IAL WARNING-Verify cal panmeram and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-]4]]rev.IOAX 15 BEFORE USE. Design valid for use only with Mltelfl connectors.This design is based on upon parameters sho a,and is tar an individual building component.not otrusssystem.Beforeuse.the building designer must venry the applicabi itof design parameters nd properly incorporate this design Into the overall buldingdesign. Bracing indicated istoprevent buckling oflindividual truss wrdidd or chord members only Additonaltemporaryandpermanentbracing MiTek- is scheesrequired for stability and toprevent collapse win possible personal injur,and property damage. For general guidance regarding the 77]]Greenback Lane arrant on storage,side y.erection and bracing of trusses and true systems.see 11111111111111111-19 end BCSI Bull Combatant Safety Off...Xon availablehom Truss Plate Instlfufe.218 N-Lee Street Suite 312,Alexandria,VA 4314. Butte 109 Citrus Her M1is CA 95610 rJob Truss Truss Type Qty Ply R46143115 PL14-234_UPPER F09 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beavenon,Oregon _ 1 01Industries. .Wed Dec160Page IDiRr?p]WabFZM3?rJKNHSz?mGH-D59yE9ivSQ501EJBI2bXtlEgOLQlJtlyEPaMvp yB0u9 2£-0 L&a 1-9-0 1-10-0 Scale=1:22.3 15x3 II 3x4= 151,3 11 3,4= 1.5x3 II 1.5x3 11 1 2 3 4 5 63x4 = 7 ap Ira 11 10 9 8 3.4= 3x5= 3x4 = 1E.3 3.4= 10-1-8 Q-5 10.8E 12812 L" M11 ni M1]-0 21d Plate Offsets(X,V)— [6:0-1-8 Edge].110:0-1-8 Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.22 10-11 >699 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.351011 >438 360 BOLL 0.0 Rep Stress Ina VES WB 0.42 HGrz(TL) 0.03 8 We the BCDL 5.0 Code IBC2012/iP12007 (Matrix) Weight:57 Is FT=O%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.i&Btr(flal) TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 1040 oc bracing. REACTIONS. (Ib/size) 12=698/0-2-8,8=698/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2205/0,3-4=2205/0,4-5=145710,5-fi=-1457/0 _iyTONIO AlBOT CHORD 11-12=0/1478,10.11=0/2131,9.10=0/1457,8-9=011457 A P' WEBS 6-9=0/258,2-12=-1586/0,2-11=01780,410=819/0,6-8=-1633/0 GOS wOf vY C �L NOTES- Go T0"L 1)Unbalanced floor live loads have been considered for this design. _ N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 49639 tt7� SSI6NAL$�G D PROF6 �NGINE�c9 X02 870 2PE 9r OR GO �O FMBER 1, � OS A. HEP�P EXPIRES:06/30/2017 December 16,2015 WARNING-Vetlry Wslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1000312015 BEFORE USE. Design valid for use only moth MSek®conneebrs.This designs based onlIyvupon Foran iers sbai once for an iariodual ball component not a tme system.Before use,the building designer must venN the opplicab[ity of design parameters aproperty incorporate this design Into the overall buildingdesign. Bracing indicated lstoprevent buckling ollndMduOltm,aweband/orchard members only, Additional temporary and permanent bracing WOW is always required for tability and to prevent collapse Wth passible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of tNsses and tins,systems.see ANSI/rill Quall Ener,DSB-89 and BCS!Building component 7777 Greenback Lane Safety Information available from Truss Plate I1218 N.Lee Street.Suite 312.Alexandria.VA 22314. sure 109 citrus Heights,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13/" Center plate on joint unless x,y 6u48 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property L�4- /44 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are ft-Ensixteenths. Apply plates t0 bothhsides Of truss 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. O 1/1Q, c1-2 14-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves O WEBS car 4 may require bracing,or alternative Tor I T O p bracing should be considered. = u 3 ,t•� 3 O ° 3. Never exceed the design loading shown and never dIf u U stack materials on inadequately braced trusses. 0- 4. Provide copies of-his truss design to the building For 4 x 2 orientation,locate cae o-� cs-6 0 designer,erection supervisor,property owner and plates 0-'n6' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIrIPI 1. "Plate location details available in 120/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%01 time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant preservative treated,or green lumber. The first dimension Is the plate 10.Camberis a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSIfTPI 1 section 6.3 These truss designs rel on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g Y or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 1 b.Do not cut or alter truss member or plate without pnor (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates oint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. Mill ® 18.Use green treated lumber may pose unacceptable environmental, health or performance use.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back.words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, I�/\,/® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, G.K` ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015