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Plans (73) S1 ) VickAAA- MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-358_UP_H Fax916/676-1909 3410 BD The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43066372 thru R43066375 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. <(,-v ;yGINPR OFt, � ,4 : zo, 87• 2VE -cc „v "�A,x OREGON h,, 41/ C' AMBER \ A. HE EXPIRES:06/30/2015 October 21,2014 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 ANSUTPI 1. f Job Truss Truss Type Qty Ply 3410 BD R43066372 PL14-358_UP_H F02 FLOOR 6 1 Job Reference(ootional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:02 2014 Page 1 ID.s3crybS_6sJgMSM2Sm_Dy9giZ-Y4Vof 1R1tF4jADoPf4d0_XpcOTdwxebviXGY9yRCAx 11-01 0-M0 1�0 A Scale=1:40.5 4x4= 2x4 II 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 4x4 = 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 19 20 21 22 23 24 25 S e c a - o ,, /N/\ °: iM 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4= 4x6 = 3x6= 3x5= 3x6 FP= 3x5= 3x5= 3x5= 4x4 = 4x4= 3x6= 4x6= 3x4 = 3x6 SP= 3x5= 17-7-2 16-5-2 1F-0-21 I 23-9-0 16-5-2 7-0 6-1-14 0-7-0 Plate Offsets(X,Y)- 118:0-1-8,Edge1,129:0-1-8,Edgel,130:0-1-8,Edgel LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (lac) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.50 32-33 >567 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.78 32-33 >362 360 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.10 26 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 26=866/0-4-4 (min.0-1-8),39=866/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1608/0,3-4=-1608/0,4-5=-2891/0,5-6=-2891/0,6-7=-3859/0,7-8=-3859/0, 8-9=-4510/0,9-10=-4510/0,10-11=-4847/0,11-12=-4847/0,12-13=-4859/0, 13-14=-4859/0,14-15=-4583/0,15-16=-4583/0,16-17=-4583/0,17-18=-3948/0, 18-19=-3948/0,19-20=-3948/0,20-21=-2879/0,21-22=-2879/0,22-23=-1613/0, 23-24=-1613/0 BOT CHORD 38-39=0/845,37-38=0/2287,36-37=0/3413,35-36=0/4222,34-35=0/4222,33-34=0/4716, 32-33=0/4891,31-32=0/4760,30-31=0/4239,29-30=0/3948,28-29=0/3427,27-28=0/2278, 26-27=0/847 WEBS 18-30=0/696,19-29=-578/0,2-39=-1183/0,2-38=0/1068,4-38=-952/0,4-37=0/846, 6-37=-730/0,6-36=0/625,8-36=-508/0,8-34=0/403,10-34=-288/0,14-31=-305/21, 17-31=0/551,17-30=-991/0,24-26=-1187/0,24-27=0/1072,22-27=-931/0,22-28=0/841, 20-28=-768/0,20-29=0/989 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. ,gE0 PR Ore 3)Refer to girder(s)for truss to truss connections. tS 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �C3� Q0.)N - sJo. 5)Required 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 �i �� � attached to walls at their outer ends or restrained by other means. 870 2P E LOAD CASE(S) Standard y �'03REGO /�©40 ©S A. Her' EXPI RES:06/30/2015 October 21,2014 si 1 ®wAmpte3 Alc' 'y denfgn p;3sanacwrs aod'READ IC ITS CM THIS AM iM LSEB M1TEB REFERENCE PAGE MIT 7473;rIf.opzouRFalEtISE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1411 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,059-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1t 5aruTtlern,Pine/SP)kurbear 1s specified,tha-Masittn vslaaee ore tlseve a4festive 05/05/2013 ayALtC • Job Truss Truss Type Qty Ply 3410 BD R43066373 PL14-358_UP_H F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:03 2014 Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-1 G3ASNfJeZDanNNbCo8FXIMsot2xg8g3xBLG4cyRCAw 0-10-0 I 1-2-0 I �� 9-3-131 2-6-0 I I 1-2-0 I I 1-37 I Scale=1:19.8 1.5x3 I I 3x4= 3x4 II 4x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 7 8 3x4= 9 e 0 • 0 _.-t :o , . N �- o- o e �o.-- o- • 17 16 15 e Y 13 12 11 10° 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1.5x3 II 3x4 = 4x6= 3x4 = I 3-0-0 I 11-4-12 I 3-0-0 8-4-12 Plate Offsets(X,Y)— 12:0-1-8,Edgel,f3:0-1-8,Edgel.17:0-1-8,Edge1.18:0-1-8,Edgel LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 025 Vert(LL) -0.05 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.08 12-13 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 14=634/0-3-8 (min.0-1-8),17=27/Mechanical,10=331/Mechanical Max Uplift17=-72(LC 4) Max Gray 14=634(LC 8),17=106(LC 3),10=332(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=0/311,4-5=0/312,5-6=-570/0,6-7=-570/0,7-8=-491/0 BOT CHORD 12-13=0/491,11-12=0/491,10-11=0/491 WEBS 3-14=-409/0,5-13=0/713,5-14=-508/0,8-10=-610/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard \00 PR© ,tss c� . '-,? 3 5 ' 87022PE yr 'oi, OREG N ct � ©� '0 ' 4ER1\ A. HP EXPIRES:06/30/2015 October 21,2014 a m ®PAWNS Wee?,deuin pram.crs a d READ a IES GM TICS AND MIMED IkTED td.TE!S:REFEREME MSE i/li 1473 ma 1125/MIBEA-MU ill Design valid for use only with MiTek connectors.This design a based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1X1 t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If S:ounHerefaits!IP/i11st ivo51gnen 4il Sp.s fess,t41t : lws 5s aare: astssftwctivwo6,172S 2O$.3 by AISC • Job Truss Truss Type Qty Ply 3410 BD R43066374 PL14-358_UP_H F07 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:04 2014 Page 1 I D:s3crybS_6sJgMSM2Sm_Dy9giZ-V SdZgjgxPtLRPXynm V(U3yv_ZHGiPZuCAr5gc2yRCAv 1 1-0-0 1 1 1 1-2-0 11)-7-141 Scale:3/8"=1' 4x4= 3x4= 3x4= 3x4 = 3x4= 3x4= 3x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 e o _ • o_ a o _ a i o Aa: 0 /' \ e /\ / N / <e' �. / /� / \ e /..\,..�_ O O O O • e O O- 30 29 28 27 26 25 24 23 22 21 3x4= 4x5= 3x5= 3x5 = 3x5= 3x5= 3x4= 3x5= 4x5= 3x4=- 12-6-14 12-6-14 I 11-4-14 1)-11-11 1 18-8-12 11-4-14 0-7-0 0-7-0 6-1-14 Plate Offsets(X,Y)- f12:0-1-8,Edgel,(23:0-1-8,Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loo) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.44 Vert(LL) -0.26 25-26 >848 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.41 25-26 >542 360 BCLL 0.0 Rep Stress!nor YES WB 0.49 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:95 lb 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=818/Mechanical,20=818/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1480/0,3-4=-1480/0,4-5=-2571/0,5-6=-2571/0,6-7=-3284/0,7-8=-3284/0, 8-9=-3615/0,9-10=-3615/0,10-11=-3587/0,11-12=-3587/0,12-13=-3327/0, 13-14=-3327/0,14-15=-2563/0,15-16=-2563/0,16-17=-1483/0,17-18=-1483/0 BOT CHORD 29-30=0/789,28-29=0/2070,27-28=0/2972,26-27=0/3494,25-26=0/3638,24-25=0/3327, 23-24=0/3327,22-23=0/2981,21-22=0/2064,20.21=0/791 WEBS 12-24=-282/0,13-23=-406/0,2-30=-1105/0,2-29=0/967,429=-827/0,4-28=0/701, 6-28=-562/0,6-27=0/437,8-27=-294/0,11-25=-265/0,12-25=-58/649,18-20=-1107/0, 18-21=0/970,16-21=-814/0,16-22=0/698,14-22=-586/0,14-23=0/723 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at-t0-0-0-0 - . - - -. • -- . . '- r• 6. •" ' be attached to walls at their outer ends or restrained by other means. £<��[} P R t1 FFs LOAD CASE(S) Standard ;•c.,; ✓ , E ��(� 4 . 870 2PE 0 CV y ``� YOEGO / 4 , o EXPIRES:06/30/2015 October 21,2014 A W4R/D1-4er/fydesign paranxersuIsyt REM N2 TES GYTHIS AN&IP'TE/7rE0NLlEKREFEREMs:ME MIT 7473rex 1/15/24/4£1LT1/fEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �« Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the p -•res' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB R R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informationavailablefrom Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf>atelsnnus Piee(SP/tsnmtsux is sp�asIfIed,the design smtutes arehese addriztitie 06/0112013 isy At•''. Job Truss Truss Type Qty Ply 3410 BD R43066375 PL14-358_UP_H F08 FLOOR 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 09:48:05 2014 Page 1 ID:s3crybS_6sJgMSM2Sm_Dy9giZ-zfBxt3hZAATH1 hX_KCAjcAR9sgjr8_cMPVgN8UyRCAu I 2-6-0 9-6-1311 1-2-0 I I 1-9-11 1 X8-0) Scale=1.30.6 3x4= 1.5x3 I I 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 3x5= 3x4 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 / / e 444 _1./ iiiiiiiiiiiiiiiiiiiiir !I!N ee a I e 1''' 15 14 13 2 11 3x4= 3x4= 3x4 = 3x6= 3x8= 3x5= 4-5-13 I 3-3-13 14-2-0 17-7-0 0--01070j j3-3-13 9-8-3 3-5-0 Plate Offsets(X,Y)— 114:0-1-8,Edge1,115:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.11 13-14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.35 Vert(TL) -0.19 13-14 >883 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,0%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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 16=505/0-5-8 (min.0-1-8),11=-315/Mechanical,12=1345/0-5-8 (min.0-1-8) Max Uplit11=-415(LC 3) Max Gray 16=507(LC 3),11=15(LC 4),12=1345(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1253/0,3-4=-1253/0,4-5=-1253/0,5-6=-1040/0,6-7=-1040/0,7-8=0/1459, 8-9=0/1453 BOT CHORD 15-16=0/1030,14-15=0/1253,13-14=0/1409,11-12=-1078/0 WEBS 3-15=-377/0,2-16=-1112/0,2-15=0/547,7-12=-1622/0,7-13=0/1057,5-13=-404/0, 9-11=0/1163,9-12=-730/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)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. 5)CAUTION,Do not erect truss backwards. 10 PROp • LOAD CASE(S) Standard \� �G N fp '' 87022P, t 7 h cv0,�, OR GON (1� � ;7 '0›, (! � A. HEckp EXPIRES:06/30/2015 October 21,2014 s li A W456 Verifydas gn,:arca:mrs a:1 READ WYE'S Gtr'THIS ANL MIMED off 1EKREFEAPMM PAGE AffF 7473 too.1,128/26I3 BEOR rUSE -�� Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the � �erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Safely information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern MINE ISP)lumber ss specified,the design statues,are These seffectiare O6/033120#13 try ASG 6 . Symbols Numbering System ' General Safety Notes PLATE LOCATION AND ORIENTATION Failu e to Follow Could Cause Property 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in xteenths p y 1 /4 I I (Drawings not to ft-in-siscale) Dam ge or Personal Injury offsets are indicated. r�Mir Dimensions are in ft-in-sixteenths. iirAk Apply plates to both sides of truss 1. Ad itional stability bracing for truss system,e.g. and fully embed teeth. 1 TOP CHORDS 3 dia onal orX-bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For O'1/16r IILIPIArAir lb : wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I braking should be considered. O= 3. Neverexceedthe designloadingshownandnever �— U CJ stack materials on inadequately braced trusses. a- O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-e co-? cs c O- designer,erection supervisor,property owner and plates 0 'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cu members to bear tightly against each other. 6. Plae plates on each face of truss at each — This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE join and embed fully.Knots and wane at joint — required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO loc.tions are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Deign assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. $ Unl-ss otherwise noted, exceed 19%at time of fabrication.lumber PLATE SIZE PRODUCT CODE APPROVALS 9. Unl-ss 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.Ca ber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 res.onsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR 3282 ca ber for dead load deflection. the length parallel to slots. 11.Pla e type,size,orientation and location dimensions ind cated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lu ber used shall be of the species and size,and Southern Pine lumber desIgnatIons are as follows: in.11 respects,equal to or better than that ifr Indicated b symbol shown and/or SYP represents values as published sp=cified. �i Y Y by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.To. chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 sp.,�cing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 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 (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. NalliNnir reaction section indicates joint 17.Install and load vertically unless indicated otherwise. MIIN JI III 111 I number where bearings occur. Min size shown is for crushing only. MUM ►—� 0, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: Mil 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 is not sufficient. DSB-89: Design Standard for Bracing. M■ BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, eks' ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013