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Plans (179) s Td-C)i s-oo 3 i S MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: PL15-264_UPPER Fax 9161676-1909 POLYGON RECEIVED CEI ED DEC 3 0 2015 CITY OF TIGARD 3�31LDING DIVIS"ON 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: R45124648 thru R45124656 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. � QED PR©FFss ANG l Njf R /�2 Q 89782PE r 92 OREGON ooh Q' 9� PA U L August 7,2015 Reivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. I Job TruSs Truss Type Oty Ply POLYGON 8/5121048 PL1S264 UPPER F01 FLOOR GIRDER 1 1 Job Reference Tonal Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 112014 MiTek Industries,Inc.Fri Aug 07 13:53:53 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-3PgAmvXGRtLNnC7tbEC3UCrSByFT1 vAVLj56CBygBiS h 1-0-0 �i' 1�-0 FQ-� Scale=1:25.0 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 11 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0 N 2 23 22 21 20 19 18 17 3x5= 3x5= 1.54 I I 3x5= 3x5= 3x5= 740-14 7-7-14&2-14 14-4-4 7-014 0-7-0 0-7-0 6-1-6 Plate Offsets(X-)()— r8-0-1- Edge].119:0-1-8.Edgp,] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.11 20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.17 20 >985 360 BCLL 0.0 Rep Stress Inter NO WB 0.39 HOrz(TL) 0.04 16 n/a n/a BCDL 5.0 Code IBC201 Z/TPI2007 (Matrix) Weight:73 Ib 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 OF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid Ceiling directly applied or 1 D-0-0 oc bracing. REACTIONS. (Ib/size) 24=1249/0-2-8,16=676/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1671/0,3-4=-1671/0,4-5=-2270/0,5-6=2270/0,6-7=-2493/0,7-8=-2493/0,8-9=-2423/0,9-10=-2423/0, 10-11=-1991/0,11-12=-1991/0,12-13=1193/0,13-14=-1193/0 BOT CHORD 2324=0/1222,22-23=0/2014,21-22=0/2425,20-21=0/2423,19-20=0/2423,18-19=0/2254,17-18=0/1635,16-17=0/646 WEBS 9-19=-273/0,2-24=-1712/0,2-23=0/628,4-23=-481/0,4-22=0/358,8-21=-226/359,14-16=-904/0,14-17=0!766, 12-17=-620/0,12-18=0/498,10-18=-384/0,10-19=-1/464 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24. 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. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)674 Ib down at 1-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOADCASE(S) Standard �(Lp`EDPROF �s 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �Gj ��GI N-XF Uniform Loads(plf) Vert:16-24=-8,1-15=-80 2 Concentrated Loads(Ib) 89782PE '11' Vert:2=-674(F) OREGON op40 Q 9R �qRY 15 214�Q. PAUL EXPIRES: 12/31/2016 August 7,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE WI-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and 6 for an individual building component. " Applicability of design parameters and proper inconponafion 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 fabrication,quality control,storage.delivery,erection and bracing,consult ANS17TPI1 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Infonnallon available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 10g rJob 6/55ru55 Type ty Ply POLYGON-264_UPPER F02 Floor 13 1 Job Reference ional Pacific Lumber S Truss Co., Beaverton,Oregon 7.530 s Jul 112014 MTek Industries,Inc.Fri Aug 07 13:53.54 2015 Page 1 t��n.�7 1-� (�1 f18 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-XbOZzFYuCATEPMi3NI1 QOZ6MZomLdtZWftdygBiR r---10-12 2� i Scale:1/2"=T 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 34x4= 4 5 6 7 8 0 N 1 13 12 11 10 9 3x4= 1.54 11 1.5x3 I I 4x6= 3,6= 3x4= 1-1-12 1 12312 13-6-4 - - 1-1-12 0-7-0 0-7-0 111E Plate Offsets(X.Y)-- 12,0-1-8 Edoel 13.0-1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.11 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.19 10-11 >847 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC20127iP12007 (Matrix) Weight:62 Ib FT=O%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.1hBtr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=596/0-4-4,9=596/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-819/0,3-4=1502/0,4-5=-1502/0,5-6=187110,6-7=1871/0 BOT CHORD 13-14=0/819,12-13=0/819,11-12=01819,10-11=0/1932,9-10=0/1219 WEBS 2-13=0/369,3-12=382/0,2-14=-1170/0,7-9=1316/0,7-10=0!704,5-11=-471/0,4-11=-345/0,3-11=0/993 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. cl PROP 2 8 782PE 9� OREGON Ooh 9.Q �q R y 15�tGP PAUL R� EXPIRES: 12/31/2016 August 7,2015 Q WARNING-Vanity dez<Ign para h—and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE WJ-7473 nv.02/16/2015 BEFORE USE Design valid for use only with MOek connectors.This design"s based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsblity 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 ereMiTek- ctor.Additional permanent bracing of the overol structure is the responsibility of the buildingdesigner.For general guidance regarding fabrication,quality control.storage,delivery,erection and brocing,consult ANSVTP11 Quality Cr11eAa,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Job N55 Truss ype Qty, Ply POLYGON 845124650 PLI Job UPPER F03Tru Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 MITek Industries,Inc. Fri Aug 07 13:53:55 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-?nyxAbZWyUc51 WHGrfEXZdwpLm?ZVgaool aDG3ygBiQ 2-8-0 i �i12-0 , 1-^ Scale=1:22.8 1.5x3 II 1.5x3 II 3x4 = 3x4= 1.5x3 II 3x4 = 1.5x3 I 1 2 3 4 53x4 6 7 8 0 N 14 13 12 11 10 3x4= 3x6=1.5x3 I I 1.5x3 11 3,6= 3x4= 510-2 6-52 7-0-2 13-1-8 111-2 1-7 0 1-7-0 6-1-6 s Plate Offets(X Y)— [4.0-1-8�yel 15'0-1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.08 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012fTP12007 (Matrix) Weight:60 Ib FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.l&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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=572/Mechanical,9=572/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1740/0,3-4=-1740/0,4-5=-1761/0,5-6=-1739/0,6-7=-1739/0 BOT CHORD 1314=0/1163,12-13=0/1761,11-12=0/1761,10-11=0/1761,9-10=0/1163 WEBS 2-14=-1256/0,2-13=0/622,4-13=-268/180,7-9=-1256/0,7-10=0/622 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 310d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. el PROP 2 e $9782PE 9r 9,L OREGON o 9iQ �q Ry 15 J�Q� PAUL EXPIRES: 12/31/2016 August 7,2015 A WARNING-Vadfy d-19n pararrretara and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI-7473 rev.02/162015 BEFORE USE. Design valid for use onty with Mifek 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 responsiblity 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 resin—sibillity,of the MiTek` 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/T1`41 Quality Criteria.DS1-89 and 11051 BuBding Component 7777 Greenback Lane Safety Informallon available from Truss Plate Institute,781 N.Lee Street,Suite 311 Alexandria,VA 22314. Suite 109 A 7Jo N65 TNSs ype �IyIy POLYGON 264_UPPER F04 Floor 1 Job Reference(optional) Pacific Lumber d Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Aug 073 2015 Pagel ID:DFkz9p3tCrPAGZnVberKOtyJvgB-U_WJOxZ8jokyffsSGMIm6rT_:; GtylhJmpVygBiP 2-6-0 1-8-8 1-2-0 Scale=1:25.0 1.5x3 II 3x4= 1.5x3 I 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 0 N 1 13 12 11 10 3x4= 316= 1.5x3 II 1.5x3 3x6 = 3x4= 7-0.14 7-7-148-2-14 14A-4 7-0-14 0.7-0 a7-0 6-1-6 Plate Offsets(X.Y)— 14:0-1-8 Edgej.f5-0.1-8.Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.11 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(-L) -0.17 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 HOrc(fL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:65 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 OF No.18BU(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 OF No.t&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=626/0-2-8,9=626/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2010/0,3-4=2010/0,4-5=-2110/0,5-6=1999/0,6-7=-1999/0 BOT CHORD 13.14=0/1294,12-13=0/2110,11-12=0/2110,10-11=0/2110,9-10=0/1295 WEBS 2-14=1397/0,2-13=0/773,4-13=-317/104,7-9=-1398/0,7-10=0!760,5-10=-371/105 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. D PROF E ti� Fs 5� GINE 0. 9 9 2P r 9,L OREGON ooh Q" 4RY15 J�,Q PAUL R� EXPIRES: 12/31/2016 August 7,2015 A WARNING-Vedfy dealgn par t—and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI-7473 rev.02/1672015 BEFORE USE. Design valid for use onty 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erecMiTek' —tor.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/TFI1 Qualify Crlteda,DSB-89 and 6CSI 6u"ng Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 n Job Truns Truss ypely POLYGON R45124652 PL15-264 UPPER F05 Floor 4 1 Job Reference ional Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 MTek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-U_WJOxZBjokyffsSGMlm6rT_19JyEJXyt hJmpVygBiP r 2 10 i 1-2-0 , , a� 2-6-0 Scale=1:18.0I� 1.5x3 II 3x4= 1.5x3 I 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 0 N 110 9 8 1.5x3 I 1.5x3 II 3,6 = 3x4= 3x4= 2-3-10 i 2-1410 3510 I 9-7-0 2-310 0.7-0 0-7-0 &1-6 Plate Offsets(X Y)— [2:0-1-8=.11.13U-1-8.Edggj LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 HOrz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:44 Ib 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 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=416/0-2-12,7=416/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-767/0,3-4=989/0,4-5=-989/0 BOT CHORD 10-11=V767,9-10=on67,8-9=0/767,7-8=0/782 WEBS 2-11=-851/0,5-7=-844/0,3-8=0/406 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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. D PROF�ss �GNGIINrtE� 4Q:l 89 82P �< REGON2pN Q '9,4 qRY 15 PAUL R� EXPIRES: 12/31/2016 August 7,2015 Q WARNING-Vedfy design jo—f——d READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE INIP7473 rev.071147015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Appilcabifty,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 resporuibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control.storage,defvery,erection and bracing.consult ANSI/TPI1 Quallly Criteria,DSB-89 and 6CSI 6uYdng Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312,Alexandria.VA 22314. Suite 109 II f' Jpb russ Fuss ype ty ly POLYGON 845124653 PL15-264_UPPER F06 Fbor 11 1 Job Reference Tonal Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 NgTek Industries,Inc. Fe Aug07 13:53:57 2015 Page 1 I D:DFkz9p3tCrPAGZnVberKOtyJvgB-yA4hbHam U5spGpReg3G?e203vN2t1M5FL3JLyygBiO s o 2-1-12 1-2-0 r a9-8 2-3.0 1-2-0 14-0 I 1-6-0 Scale=1:27.8 1.5x3 I 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 I 3x6= 1.50 I 1 2 3 4 5 6 7 8 9 10 0 N 1 16 15 14 13 12 11 3x4= 3x4= 3x4= 3x5= 1.5x3 I 3x5 = 3x4 = 12-10-12 i 4-10-12 PSS-126-0-12 11-8-12 -ii2 15-11-12 4-10 12 a7-d a2 0 5_" a7-e a7 0 �+e Plate nikots(X�_C)=[7'0-1-8 Edge] 1120-1-8 Edael If 5-0-1-&FI 116,0-1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.23 13-14 >812 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.36 14-15 >522 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 HOrz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:72 Ib 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) 17=697/0-4-4,11=697/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2351/0,3-4=-2351/0,4-5=-2351/0,5-6=2679/0,6-7=-2679/0,7-8=-186310,8-9=-1863/0 BOT CHORD 16-17=0/1468,15-16=0/2351,14-15=0/2590,13-14=0/1863,12-13=0/1863,11-12=0/965 WEBS 3-16=304/0,4-15=0/264,8-12=-448/0,2-17=-1585/0,2-16=0/983,7-14=0/950,6-14=-281/0,5-15=-490/0, 9-11=1159/0,9-12=0/1121 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. 01 PRor GI Egg`r�o 2 8982P 9r s,L OREGON 99 �qRY 15 Jtr✓Q pA U L Fly EXPIRES: 12/31/2016 August 7,2015 A WARNING-Verify daargn pararn I—and READ NOTES ON THIS AND INCLUDED MfrEK REFERANCE PAGE MP7473 rev.0211612015 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far 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 responsbBity of the builddesigner.Far deFar general guidance regarding fabrication,quality controt storage,delivery,erection and bracing,consult ANSt/TPI1 Quality CAerla,OSB-89 and BCSI building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. suite 109 1 Job Truss Truss Type Qty Ply POLYGON 84512/854 PL15-264 UPPER F07 Floor 11 1 Job Reference(optional) Parc Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 112014 Mi Tek Industries,Inc.Fri Aug 07 13:53:58 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-OMe3pdbPFP-guzogonnE BGYKrz?RiD8 EU?ottOygB iN 1-9-14 l i 1-2-0 i 0-8-1 4 2-&0 i Scale=1:17.6 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 11 1 2 3 3x4 4 5 6 0 11 10 9 8 1.5x3 I I 1.5x3 11 3,6= 3x4= 3x4 = 2-0-14F 2-7-14 I 32-14 944 2-0.14 6-1-6 Plate Offsets(X.Y_)-- [2:0.1-8 Edgel._[3:0.1-8.Edgg[ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012rrP12007 (Matrix) Weight:43 Ib 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. (Ib/size) 11=406/Mechanical,7=406/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=702/0,3-4=940/0,4-5=-940/0 BOT CHORD 10.11=0x702,9-10=0/702,8-9=0602,7-8=0!757 WEBS 2-11=-796/0,5-7=-817/0,3-8=0/420 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. GINE 2 `rte 89 82P y AEGON oil Q Ry 115 F,Q PAUL RAJ EXPIRES: 12/31/2016 August 7,2015 Q WARNING-Verify d-fil.p—1——d READ NOTES ON TINS AND INCLUDED M/TEK REFERANCE PAGE 01.7471 rev.021162015 BEFORE USE. Design valid far use only with M7ek connectors.This design is based only upon parameters shown,and 6 for an individual building component. - Applicability of deign 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 respomibillity of the MiTek' 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 ANSI7TPI1 Quality Cdteda,DSB-89 and BC51 Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 Job Truss �nssty Ply POLYGON PL75-264_UPPER FOB 2 1 Job Reference(Optional) Pacific Lumber b Truss Co., Beaverton,Oregon 7.530 s Jul 112014 MiTek Industries,Inc.Fri A 07 13:53:59 2015 P e 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB�--uu�Z.1BSOz�c�l04f.8 Oj66XpW7b1xUJTk�SMGNFRRbbOjfY PgygBiM 2�n 2-1-12 f r2�r D." 2-3-0 2-3-0 � 04f.t--I Scale=1:28.5 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 3x4= 1.5x3 II 4x4= 1.5x3 I 1 2 3 4 5 6 7 8 9 10 0 N 1 16 15 14 13 12 3x4 = 3x4= 3x4= 3x6= 1.5x3 I I 4x4= 3x4 = 12-10.12 4-10-12 5-12150-121 11$12 12-3121 I 16J-1 1 r 4-10.120.7-0 SAn 0.7-0 0.7-0 35-8 Plata Offsets Q(��a= 1T0-1-8 Edge] 1120.1-8 Edge] f15•0-1-8 Edgg] [16,0.1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.71 Vert(LL) -0.25 14-15 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.39 14-15 >501 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(rL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:73 Ib FT=0%F,O%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(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 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=714/0-4-4,11=714/0-4-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2435/0,3-4=2435/0,4-5=-2435/0,5-6=-2821/0,6-7=-2821/0,7-8=-2063/0,8-9=2063/0 BOT CHORD 16-17=0/1509,15-16=0/2435,14-15=0/2698,13-14=0/2063,12-13=0/2063,11-12=0/1552 WEBS 316=319/0,4-15=0/287,8-12=-559/0,2-17=1629/0,2-16=0/1028,7-14=0/894,6-14=-276/0,5-15=-526/0, 9-11=1675/0,9-12=0/946 NOTES- 1)Unbalanced floor live loads have been considered for this design. 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 be attached to walls at their outer ends or restrained by other means. 0 P R px�`S'd' 89782PE 9r REGONZo Q" yR 'qRY A 3 Jt4Q' k 'AUL R� EXPIRES: 12/31/2016 August 7,2015 A WARNING-Vedfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE WL7473 eev.0211612015 BEFORE USE. Design vdid for use only with M1ek connectors.This design is based only upon parameters shown,and is far 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' erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,deilvery,erection and brocing,consult ANSI/RI1 QuaMy CrBeda,DSD-89 and BCSI Building Component 7777 Greenback Lane Safety Informalfon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Job TruSS Truss Type oty Ply POLYGON 845124858 PL15-264 UPPER F09 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 13:54:00 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKO yJvgB-MllgEJc rriOE�0�7HADVCgiGheXZnbxA2zXyJHyHygBiL r 2-6-0 2-1-12 i��i MM 2-3-0 1 r 22 1-2-0 I----1 r--1 Scale=128.2 4x4= 1.5x3 II 3x5= 1.5x3 11 1.5x3 11 3x4= 1.5x3 II 3x4= 1.5x3 11 1.5x3 II 1 2 3 4 5 6 7 8 9 10 0 Z:!E; I N 1 16 15 14 13 12 3x4 = 3x4= 3x4= 3x6= 1.5x3 4x4 = 3x4 = 12-10-12 4-10-12 15-5-12 6-0-12 11-0-12 12-1121 16-2-8 1 r 410-12 0.7-0 0.7-0 5-a-0 0.7-0 0.7-a 1 3-3-12 Plate Offsets(XY)= 17:0-1-B.Edge] [12:0-1-8.Edge] [15:0-1-8 Edge].[16,0.1-8.Fdge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.24 14-15 >797 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.38 14-15 >510 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(rL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 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 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. (Ib/size) 17=707/0-4-4,11=707/0-2-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2402/0,3-4=-2402/0,4-5=-2402/0,5-6=-2764/0,6-7=-2764/0,7-8=-1993/0,8-9=1993/0 BOT CHORD 16-17=0/1493,15-16=0/2402,14-15=0/2656,13-14=0/1993,12-13=0/1993,11-12=0/1545 WEBS 3-16=-314/0,415=0/278,8-12=-636/0,2-17=-1612/0,2-16=0/1011,7-14=0/903,6-14=-276/0,5-15=-512/0, 9-11=-1668/0,9-12=0/975 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 3)Recommend 2x6 strongbacks,on edge,spaced at 10.0.0 oc and fastened to each truss with 3-1Od(0.131X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ul PRO QZ 8 782PE 9< OREGON 9.4 GgRY 154�,Q` /r pA U L W EXPI RES: 12/31/2016 August 7,2015 Q WARNING-VerNy dealgn para t—and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MI-7473 rev.0111612015 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. - 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 ereMiTek' —.for.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/TPII Quality CrBedo,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. suite 109 Symbols Numbering System Q General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury 1771 Dimensions are in ft-in-sixteenths. I i Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,TOP CHORDS 9 g,is always required. See SCSI. 1 c1-2 C2-3 2. Truss bracing must be designed by an engineer.For 0'/16" NC wide truss spacing,individual lateral braces themselves WEBS may require bracing,or alternative Tor I O �" ; �1aO3. Never exceed the design loading shown and never afie UU stack materials on inadequately braced trusses. 04. Provide copies of this truss design to the building For 4 x 2 orientation,IOCafe .7-8b2 0 designer,erection supervisor,property owner and plates 0-'"'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-131 1,ESR-1 352,ESR 1988 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 specified. by text in the bracing section of the 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. If indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. 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 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 crushing only. �� � 18.Use of green or treated lumber may pose unacceptable Elmenvironmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood TfUSS Construction. and pictures)before use.Reviewing pictures alone Is not sufficient. DSB-89: Design Standard for Bracing. MiTek BCSi: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI I Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.02/16/2015