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Plans (2) i3o3/ sty I2 9, Kc oo323 4-,11-171-41 if r..v P1119 NOV 192018 CI. MiTek® Yh,� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL15-264_UPPER Fax 916/676-1909 POLYGON 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. �` NGINF � d'/02 89782PE OREGON 3'', '4RY/10 15 �� 7'A U L A%ee. • • 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. Joh, Truss Truss Type Qty Ply POLYGON R45124648 PL15-264_UPPER F01 FLOOR GIRDER 1 1 Job Reference(optional) . Pacific Lumber&Truss Co., -Beaverton,Oregon - • .-:- ' . ';-i:"3 r:1.. • 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 13:53:532015 Page 1' 'r' ID:DFkz9p3tCrPAGZnVberKOtyJvgB-3PgAmvXGRtLNnC7tbEC3UCrS8yFT1vAVLj56CByg8iS , • 1 1-o,o 1 in-5-R 1 1. 1-2-0 1 F117_43_1 Scale=1:25.0 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 YI a - a - 6 I a o o - - • i I, N-, N-/ \ / i N / N / ' o o b a e O O e ,� e 1 2.& 23 22 21 20 19 18 17li 3x5= 3x5= 1.5x3 II 3x5= 3x5= 3x5= I 7-0-14 17-7-14 18-2-14 1 14-4-4 1 7-0-14 0-7-0 0-7-0 6-1-6 Plate Offsets(X.Y1— [8:0-1-8.Edge].[19:0-1-8.Edge]. LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 Incr NO WB 0.39 Horz(TL) 0.04 16 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 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) 24=1249/0-2-8,16=676/0-4-4 FORCES. (Ib)-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 23-24=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. Strongbacks 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 lb 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). LOAD CASE(S) Standard �� PR.Op 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Cj NINEF /O Uniform Loads(plf) C r 4. ' Vert:1624=8,1-15=-80 �� 8 82PE r' Concentrated Loads(Ib) Vert:2=-674(F) ' 11 9 OREGON �N qir�• ULRAJ EXPIRES:12 31/201'6 August 7,2015 I SIMI 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. 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 responsibility of the Mel(erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding iYi, fabrication,quality control storage,delivery,erection and bracing,consult ANSI/1Pl1 Quality Criteria,DSB-89 and BCSi Building Component 777TGreenback Lane Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22.314. - - Suite 109 Cifne Height,CA Scare Job Truss Truss Type Qty Ply POLYGON • R45124649 PL15.264 UPPER F02 'Floor 13 - 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon...it - - • ' 7.530 s Jul 11 2014 Wick industries,Ind.:BriAug 07 13:53:54 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKDtyJvgB-XbOZzFYuCATEPMi39x]11 QOZ6MZomLdfZNgfkdygBiR 1 0-10-12 1 1 1-2-0 1 1 0-10-8 1 I 2-6-0 I Scale:1/2"=1' 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 34x4= 4 5 6 7 8 e e i •/ e a 0\ _ a _ + o N a e KM lir 1 13 12 11 10 9 3x4= 1.5x3 II 1.5x3 II 4x6= 3x6= 3x4= I 1-1-12 11-8-12 12-3-12 1 13-8-4 1 1-1-12 0-7-0 0-7-0 11-4-8 Plate Offsets(X.Y)— [2:0-1-8.Edge].[3:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ltd 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 Ina YES WB 0.50 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:62 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) 14=596/0-4-4,9=596/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-819/0,3-4=-1502/0,4-5=-1502/0,5-6=1871/0,6-7=1871/0 BOT CHORD 13-14=0/819,12-13=0/819,11-12=0/819,10-11=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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. a ,PR.op z,c 4N 1 NE ,s? /0 8.1.82PE •f S • jOg1• GON191 qQ - Frif ib , .UL PFJ . EX'PIRES::i 1/201e August 7,2015 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLIIDESMItEtif RE.FERANCE PAGE Mll-7473 rev.02116/2015 BEFORE USE. - '!;•••1,1? ' Design valid for use only with MITek connectors.This design is based only upon pOW:difrrelers shown.and is Tor an individual building component. ir lir d ' Applicability of design parameters and proper incorporation of component is respdnsibiity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bradinmto 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. ANSI/TM Qualify Cdfeda,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 rates Heights,(IA 111iR1n Job Truss . 5 , Truss Type Qty Ply POLYGON R45124650 PL15-264 UPPER F03 - Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., ..Beaverton,:Aregon -iv D.: _ • - 7.530 s Jul 11 2014 MITek Inddstries,Inc.Fri Aug 07 13:53:55 2015 Page 1 :. :-G4^': .! • ID:DFkz9p3tCrPAGZnVberKOtyJvg6-?nyxAbZWyUc51WHGifEXZdwpLm?ZVgaoolaDG3ABiQ I 2-6-0 I 1 t 1-2-0 1 1 0-9-14 1 Scale=1:22.8 1.5x3 H 1.5x3 II 3x4= 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 53x4= 6 7 a i '1 ,..... _ \ O O P O e o - 14 13 12 11 10 3x4= 3x8=1.5x3 II 1.5x3 II 3x6= 3x4= I 5-10-2 1 6-5-2 17-0-2 I 13-1-8 1 5-10-2 0-7-0 0.7-0 6-1-6 Plate Offsets(X.Y1— [4:0-1-8.E•gel.[5:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 1BC2012/TP12007 (Matrix) Weight:60 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) 14=572/Mechanical,9=572/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 13-14=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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <,00.PR.Op ��� NAe.iN ,9 `vc, 2 . 8f 82PE r' 9 OREGON 6-- 19 Zir Y 15 � ,QQ' AAUL -EXPIRES:i231/2O16 • August 7,2015 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDE�DY��MITEK REFERANCE PAGE MII-7473 rev.02/1812015 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown.and Is for onindividual building component. 1' a nrr Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown p_ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibilfrty of the •MITPk• • erector.Additional permanent bracing of the overall structure is the responsibility of the building designer,For general guidance regarding - - • fabrication,i ualty control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,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 Cithm Hoi0ht.C.A QSC111 Job Truss Truss Type Qty Ply POLYGON 1 R45124651 PL15-264_UPPER :F04 Floor 2 1 - Job Reference(optional) • -Pacific Lumber&Truss Col, %.:.Beaverton,:Oregbh l',r:' - - • •'5 7.530s Jul 11 2014-MiTek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1 . ,°:. 1% . ID:DFkz9p3tCrPAGZnVberKOtyJvgB;U WJOxZ8jokyffsSGMIm6rT v9ITEGtylhJmpVygBiP I 7-6-0 I I 1-8-0 I1 1-2-0 1 10.8-14 1 Scale=1:25.0 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 4,4„41040444444404444 e o o e o • . _.N p 6 9 B O 411, 1 13 12 11 10 3x4= 3x6= 1.5x3 II 1.5x3 II 3x6= 3x4= I 7-0-14 17-7-1418-2-14 1 144-4 I 7-0-14 0-7-0 0-7-0 6-1-6 Plate Offsets(X.Y)— [4:0-1-8.E•ge].[5;0-1-8.Edge] LOADING(psf) SPACING- ' 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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(TL) -0.17 12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:65 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 DOT 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) 14=626/0-2-8,9=626/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=01773,4-13=-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. ,,i1/401 PR.O/ ) 2 '' g 7-9' 82 PE r' r•;.....4,7;rfi. • • . , �-9+OREGON ooh Q` q, &aq�;11, tis, (e„, • /°CAUL 1 : • EXP IRES:'1231/2016 • August 7,2015 1 •'O WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MR-747;rev.02/16/2015 BEFORE USE. ' r Design valid for use only with Mifrek connectors.This design is based only upon parameters shown,and is for an individual budding component. Mile 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 duringconstructionis the responsibillity of theMitek` 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/1811 Qualify Criteria,: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 - Citnw Hni5htc,CA 95fiin Job Truss? Truss Type Qty Ply POLYGON R45124652 PL15-264 UPPER• i F05 Floor 4 . 1 Job Reference(optional) Pacific Lumber&Truss Co., ?,,A?eaved6n,Oregoh - " . . 'T530 iJu111 2014 Mtrek Industries,Inc.Fri Aug 07 13:53:56 2015 Page 1- , ID:DFkz9p3tCrPAGZnVberKOtyJvgB-U_WJOxZBjokyffsSGMIm6rT 19JyEJXy1hJmpVygl3iP 2-0-10 I I 1-2-0 1 1 0.6-14 11 2-6-0 I • . Scale=1:18.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 9 0 e o ° 0 N 1 10 9 8 1.5x3 II 1.5x3 II 3x6 = 3x4= 3x4= I 2-3-10 12-10-10 13-5-10 I 9-7-0 I 2-3-10 0-7-0 0-7-0 6-1-6 Plate Offsets(X.Y)— [2:0-1-$.Edge],[3:0-1-8.E.gej LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 Ina YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:44 lb FT=O%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) 11=416/0-2-12,7=416/0-4-4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-767/0,3-4=-989/0,4-5=-989/0 BOT CHORD 10-11=0/767,9-10=0/767,8-9=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. 11 ,� PR.OF S 9 :.89�82PE r, /C --y,L •. GON €'N Q„ ,9R Lgffi"Y -0 J4Q, EXPIR€S:11/2016 • August 7,2015 1 I Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 reroG2 6/2015 BEBEFORE USE. —_ Design valid for use only With MTek connectors.This design is based only upon parameters shown,and is for an indtvirlual building component. e 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 constructiqo Is the responsibillity of the T ek� erector.-Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidance regarding MiTele fab(icatidn,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Nate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. - Suite 109 favors Heights re,956in Job i Truss Truss Type Qty Ply: POLYGON R45124653 PL15-264_UPPER .11•. FO6 Floor - 11 : 1:, 1 . p Job Reference(optional) • Pacific Lumber&Trfrss Co.; Beaverton,Oregon • . `,fir':-'.t-7.530 a-Jul 11 2014 MITek Industries,Inc.Fd Aug 07 19:53:57 2015 Page 1 • • ID:DFkz9p3tCrPAGZnVberKotyJvgB-yA4hbHam USspGpReg3G7e203vZYzhM5FL3JLyygB iO • I 2-8-0 I 2-1-12 I I 1-2-0 I I 0.9-8 I 2-3-0 I' I 1-2-0 I I 1-4-0 I 1-8-0 Scale=1:27.8 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 e - e o _ a _r o - • 000•00000000 _ N e e ee e e 1' 16 15 14 13 12 11 3x4= 3x4= 3x4= 3x6= 1.5x3 I I 3x5= 3x4= 12-10-12 I 4-10-12 15512 16-0-12 1 11-8-12 123_121 1 15-11-12 I 4-10-12 0-7-0 0-7-0 5-6-0 0-7-0 0-7-0 3-1-0 Plate Offsets/X.Y)— [7:0-1-8.Edge],[12:0-1-8,Edge].[15:0-1-8.Edge].[16:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid 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 IBC2012ITPI2007 (Matrix) Weight:72 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(fiat) 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. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2351/0,3-4=2351/0,45=2351/0,5-6=-2679/0,6-7=2679/0,7-8=-1863/0,8-9=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=44810,2-17=-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. $jl PR.OFEC o� �x4.. ` - F S'/O , 89782PE t r OREGON c;• Rlr p411L T'. . EXPIRES:12/81/2111+ August 7,2015 4 t''- AWARNING-Verify design paramelers andREAD NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIf-7473 rev.02/16/2018,BEFORE LSE. it Design valid for use only with ANTek conneiRors.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.tracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respensibillity 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/TPIl Qualify Criteria,DSB-89 and BCSI Buitping-Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Cite,',Heights,CA 94R1n Job Truss - Truss Type `Qty Ply POLYGON R45124654 PL15264'UPPER F07 Floor `11 1 i` Job Reference(optional) Pacifc Lumber&Truss Go.,• Beaverton,Oregon ' •,7.530 s Jul 11 2014 MTek Industries,Inc:"Fri Aug 07 13:53:58 2015 Page-1,i" at ' ID:DFkz9p3tCrPAGZnVberKOtyJvgB-QMe3pdbPFP_guz0gOnnEBGYKrz?RiD8EU?ottOygBiN - • I 1-9-14 I I 1-2-0 I I 0-8-14 I I 7-6-0 I Scale=1:17.6 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 e m e- 0 N aa / \ e e m m e 11 10 9 8 1.5x3 I I 1.5x3 II 3x6= / 3x4= 3x4= I 2-0-14 12-7-14 I 3-2-14 I 9-4-4 2-0-14 0-7-0 0-7-0 6-1-6 Pate•"sets f. — 2:0--8_e.- 3.0• -8Ed.e LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid 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 IBC2012/TPI2007 (Matrix) Weight:43 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) 11=406/Mechanical,7=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-702/0,3-4=-94010,4-5=-940/0 BOT CHORD 10-11=0/702,9-10=0/702,8-9=01702,7-8=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. ��E0 ,PR.OFFS 2 ' K- :89782PE r or iC /. MI 9 •REGON (3..2i"F +Lq+9Y152 .re . 9"PAUL ° . 'EXPIRES:12/31/2016 August 7,2015 f / :- A WARNING-Verify design parameteta:Bnd READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USFH t, — „ Design valid for use only with MTektonnectors:This design is based only upon parameters shown,and Is for an individual building component. . _ • Appicabilty of design parameters and proper incorporation of component is•responsibTty 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 MOW erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,qudlty control,sterage;.delivery.erection and bracing,consult ANSI/TPII Quality Criteria,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 Citrus Heights,CA 95A10 Job Truss Truss Type • Qty Ply POLYGON R45124655 ' " PL15-264_UPPER FO8 Floor +'1 2 1 Job Reference pptional) L, ! -Pacific Lumber&Truss Co., Beaverton,Oregon - •n - 7.530 s Jul 11 2014 Muck Industries,Inc.Fri Aug 07 13:53:59 2015 Page 1 LA;: • r • D:DFkz9p3tCrPAGZnVberKOtyJvgB-uZBSOzc10j6XW7b1 xUJTkTSMGNFRRbbO]fYQPgyg13iM 9-6-0 I 2-1-19 1 1 1-9-0 11 0-8-8 1 9-3-0 11 9-3-0 1 1 1-2-0 1 1 0-6-8 I _ Scale=1:28.5 1.5x3 I I 3x5= 1.5x3 I I 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 4x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e i n i 1;1? e 1 16 15 14 13 12 "" 3x4= 3x4= 3x4= 3x8= 1.5x3 I I 4x4= 3x4= 12-10-12 I 4-10-12 IS-5.12 16-0-121 11-8-12 123-121 I 16-4-4 1 4-10-12 0-7-0 0-7-0 5-8-0 0-7-0 0-7-0 3-5-8 Plate Offsets(X.Y)— 17:0-1-8.E•ge].[12:0-1-8,Edge].[15:0-1-8.Edge].[16:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 Incl YES WB 0.52 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:73 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) 17=714/0-4-4,11=714/0-4-8 FORCES. (Ib)-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 3-16=-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. (APR.OFfi, 44,�� ��;taiN �c/9 `S0,4_-9 2 ' 4 . 89:782PE r • x__/ 811/ y OREGON oN �"� y& i 6 2���t 9� A lll RVJ . EXPIRES:12131/2018 August 7,2015 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MR•EK REFERANCE PAGE MI67473 rev.02/16/2015 BEFORE USE. -- 1a -: Design valid for use only with M7ek 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 1. M••Tek• • erector.Additional permanent bracing of the overall structure is the responsibity of the building designer.For general guidance regarding • fabrication,quality control,storage,delivdry,erection and bracing,consult ANSI/TPlt Quality Criteria,008-89 and SCSI Building Component " 7777 Greenback Lane Safety Information available from miss Plate Institute,781 N.Lee Street,Suite.312,Alexandria,VA 22314. -- : - ','- - Suite 109 r:ifnrc Hei5htc PA 9F8.10 • Job Truss Truss Type Qty Ply POLYGON • R45124656 PL15-264_UPPER F09 Floor 4 1 Job Reference(optional) • •- Pacific Lumber&Truss Co., Beaverton,Oregon -. 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri:Aug 0713:54:00 2015Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-MllgEJcfn0E07HADVCgiGheXZnbxA2zXyJHyHyqBiL I 2-0-0 I 2-1-12 I I 1-7_g 110-9-8-) 2-3-0 1 1 2-3-0 1 1 1-2-0 1 1)-6-171 Scale=1:28.2 4x4= 1.5x3 I I 3x5= 1.5x3 II 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 • I. _ 0 0 0 o _ • rsN ..- e O ®® .41, e e 1 16 15 • 14 13 12 3x4= 3x4= 3x4= 3x6= 1.5x3 I I 4x4= 3x4= 12-10-12 I 4-10-12 15-5.12 r-0-12 1 11-8-12 12-3-121 1 16-2-8 4-10-12 0-7-0 0-7-0 5-8-0 0-7-0 0-7-0 3-3-12 Plate Offsets(X,Y)— [7:0-1-8,Edge].[12:0-1-8.Edge].[15:0-1-8.Edgej,[16:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:73 lb FT=O%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=707/0-4-4,11=707/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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=-314/0,4-15=0/278,8-12=-63610,2-17=-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 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. vo PROFES 2 ___14., 8 782PE <': 7 ' r�L' 9 OREGON Q.N. ir --A.UL4� EXPIRES: 121 1/2016 August 7,2015 4 _ i A WARNING-Verify design parameters and ftEAD NOTES ON THIS AND INCI,.UAEQ,MITEK REFERANCE PAGE 881-7473 rev.02/16/2015 BEFORE USE.. . Design valid for use only with MiTek connectors,This design is based only upon parameters shown,and is for an individual building component. ,1, 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 responsibilitty of them '}w Niel( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �Y� fabrication,quality control,storage,delivery,erection and bracing,consult- ANSIAPII Quality Criteria,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 Citrus Heights CA 00A10 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4 Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury rain Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. diagonal orX-bracing,is always required. See BCSI. TOP CHORDSMIIIIIIMERI 0 1/T 6" 2. Truss bracing must be dd aFor wide truss spacing,individualesignelateralby bracesnengineer.themselves 11111111;altr may require bracing,or alternative Tor I Illrialt p bracing should be considered. �-� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 1111 12 O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7` C.7 C . 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. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the I JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint �m.... 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/IPI 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 thelate p 10.Camber is a non-structural consideration width measured and is the :q. x 4 perpendicular ESR-1311,ESR-1352,ESR1988 responsibility to slots.Second dimension isESR-1397, of truss fabricator.General practice is to; _. 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 . Indicated by symbol shown and/or in ell fiedects,equal to or better than that s eci 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. 410110 reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1111111111111 �_ 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal film19.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��IC� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015