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Plans (96) RECEIVED tog =a /S L/U? MAR 8 201E CITY OF TIGARD BUILDING DIVISION Milek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-404_UPPER Fax 916/676-1909 POLYGON 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:R43351115 thru R43351147 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 _ These truss designs rely on lumber values established by others. PRDpFss NGINE . ✓ke ate 4t- 87022P, 9r' I4 - tn 43j;OREGON el, a� 9� OBER 11, �� A. HEP EXPIRES:06/30/2015 December 5,2014 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 ANSI/TPI 1. } Job Truss' Truss Type Qty Ply POLYGON R43351115 PL14-404_UPPER F01 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:33 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-T9a8dOmmaf7i4GSHmAZOurkDSPgOWCBgeEgkvl yCJzC 3x6 h 1-3-4 3,16 11 1�-0 13x6 II 1 6 2 7 3 Scale=1:13.1 0 0 N A X I 5 4 6x6= 6x6= I 33-4 3-3-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012fTP12007 (Matrix) Weight:31 lb FT=0%F,0%E LUMBER- BRACING- l TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 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) 5=1026/Mechanical,4=1154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-278/0,3-4=-511/0 BOT CHORD 4-5=0/590 WEBS 2-4=-868/0,2-5=-947/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1007 lb down at 0-11-3,and 1007 lb down at 2-6-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) 0 ConcentratedVert 6=1d007(F)7=007( F) � �,„%aI IES sem© 870 2PE N <V -y '0,,, ()REGO ,q Q. / APO BER .�\ A. Hevk EXPIRES:06/30/2015 December 5,2014 e ®W4J5Ja -Ven?yr/csignraraenzicrsand'REA,d27ESG/N/HIEAM1iia.Lt€DMTV( EFEREM,EPAGE NII7473mc1/2512014BEM IJSE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. �p Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �#T is for lateral support of individual web members only.Additional temporary bracing to insure stability during constructiontris the responsibillify of the IXF�f�i k* erector.Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/7PI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)fumlaar fs spacified,the design values ace shine effective 66101/201 1 by ALSC Job Truss Truss Type Qty Ply POLYGON �f R43351116 PL14-404_UPPER F02 FLOOR GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:12:34 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-xM8XrMnOLyFZiQ1 UJu5FQ3HJgpriFaUgtuZIRUyCJzB 1 1-2-0 1 1-9-0 I Scale=1:26.3 2x4 I I 5x10= 1.5x4 I I 3x4= 1.5x4 II 3x4= 1.5x4 II 5x10= 3x4 I I 1 2 15 3 16 17 18 4 19 20 5 21 22 6 23 7 24 25 8 26ZI 1 _ 11/ 'NS/I INN. NNNN.-i/ NNiNN ° 0 a N fe I e e 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= I 14-10-8 I 1410E - LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.18 12 >977 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 12 >620 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.09 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:147 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except BOT CHORD 2x4 DF 2400E 2.0E end verticals. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=6417/0-5-8 (min.0-3-3),14=5901/0-5-8 (min.0-2-15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-1219/0,2-15=-9563/0,3-15=-9563/0,3-16=-9563/0,16-17=-9563/0,17-18=-9563/0,4-18=-9563/0, 4-19=-13782/0,19-20=-13782/0,5-20=-13782/0,5-21=-13782/0,21-22=-13782/0,6-22=-13782/0,6-23=-10085/0, 7-23=-10085/0,7-24=-10085/0,24-25=-10085/0,8-25=-10085/0 BOT CHORD 13-14=0/4476,12-13=0/12626,11-12=0/12830,10-11=0/5836 WEBS 8-10=-7656/0,8-11=0/5720,7-11=-1402/0,6-11=-3696/0,6-12=0/1281,5-12=-1875/0,4-12=0/1556,4-13=-4123/0, 3-13=-1888/0,2-13=0/6849,2-14=-7081/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. 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 10-0-0 oc and fastened to each truss with 3-10d(0.13?X 3")nails. Strongbacks to �Ej PR OrA. be attached to walls at their outer ends or restrained by other means. s 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 lb down at 1-3-1,1033 lb down Gj 't,,G( ��/ /O at 1-7-12,114 lb down at 2-10-4,1033 lb down at 3-2-15,637 lb down at 3-11-4,114 lb down at 4-4-15,1007 lb down at 4-10-2,114 f.? ?r lb down at 5-11-2,1007 lb down at 6-5-5,114 lb down at 7-0-13,637 lb down at 7-6-4,1027 lb down at 8-0-8,114 lb down at 9-1-8, w `Sy 1027 lb down at 9-7-11,114 lb down at 10-8-11,1027 lb down at 11-2-14,114 lb down at 12-3-14,1027 lb down at 12-10-1,and 114 'CC87022Pt 1" lb down at 13-11-1,and 1027 lb down at 14-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. , i N 441 LOAD CASE(S) Standard r 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 'P ) 1� ti Q Uniform Loads(plf)Vert:10-14=-5,1-9=-50 �C c'i 1'�iJ�� Concentrated Loads(Ib) AO; Vert:9=-1027(F)8=-1027(F)7=-114(B)6=-114(B)5=-114(B)3=-1033(F)2=-1147(F=-1033,B=-114)15=-114(B)16=-637(F) 17=-114(B)18=-1007(F)19=-114(B)20=-1007(F)21=-637(F)22=-1027(F)23=-1027(F)24=-1027(F)25=-114(B)26=-114(B) EXPIRES:06/30/2015 December 5,2014 l 6 ® WM,'-Verity design iaraa-tersand RE,4tifETESOYTHIS Ale 2L/SEG,°41 7/!)tEFEA7M17DiatinED 14177K REFERENCE ME 147%7473 mgt/1f/2/I4BFalfilSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. M,' 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 ■�' e'f= erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1YB A fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualily Criteria,DS13•89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 11 seam n tint ISP)to n6er is epecifted,the afissign Wit..af.:zl ose treffective OG/aa/aozS ayALSC Job Truss Truss Type Oty Ply POLYGON R43351117 PL14-404_UPPER F03 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:34 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-xM8XrMnOLyFZiQ1 UJu5FQ3HTUpONFizgtuZIRUyCJzB I 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 L- 1 _ 0o N 7 4 3 1.5x3 II 3x4= I 1-9-4 I 1-9-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 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) 4=45/Mechanical,3=45/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard 4,<, D PRoF ss 87022PE c / tv �7 s. �AI>,()REGO • (©�0 '0 X41$ER 1' y A. He?' EXPIRES:00/30/2015 December 5,2014 ®WWR(VIT/`-veer devttnpararr:ten aniREAD f T S0HTIESAM MUSED trTESREFERENCE PAGE MI 7473 rex1/25/2848 FUSE 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 inns designer.Bracing shown k 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 ANSI/TPI1 Quality Criteria,DSB-89 and SCSI 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.Pine MI lumber is specified.the design values aer those eitectrve 08305f20113 byALOC Job Truss Truss Type Qty Ply POLYGON R43351118 PL14-404_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:35 2014 Page 1 ID.L2O9JJu6omRCBuYOhHV69uyFHbu-PYiv2in05GOPJabgtbcUzGgcJCFs_1 Kz6YJrzwyCJzA 1 1-0-8 1 1 2-0-0 1 Scale=1:37.9 3x4= 5x6= 1.5x3 I I 4x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x6 FP= 1.5x3 I I 4x5= 3x4 I I 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 a2 2 m m® / \ / N / N / \ / X_ 2, N " •o- e: fAT J e 21 20 19 18 17 16 15 14 3x4 I I 5x5= 4x6= 3x6 FP= 3x5= 3x5= 4x6= 3x6= 1.5x3 SP= I 22-2-0I 72-2-0 Plate Offsets Q(.Y)— t1'Edge 0-1-8].[21:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.16 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012TTPI2007 (Matrix) Weight:120 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) 21=969/0-5-8 (min.0-1-8),14=969/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-970/0,1-2=-615/0,2-3=-615/0,3-4=-2111/0,4-5=-2111/0,5-6=2806/0, 6-22=-2806/0,7-22=-2806/0,7-23=-2693/0,8-23=-2693/0,8-9=-2693/0,9-10=-1772/0, 10-11=-1772/0,11-12=-1772/0 BOT CHORD 19-20=0/1456,18-19=0/2550,17-18=0/2550,16-17=0/2844,15-16=0/2324,14-15=0/1005 WEBS 12-14=-1341/0,12-15=0/1035,9-15=-747/0,9-16=0/498,5-17=0/346,5-19=-593/0, 3-19=0/885,3-20=-1137/0,1-20=0/1121 NOTES- 1)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 lb down at 10-6-12,and 5 lb down at 12-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)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 CO PROFS1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 s Uniform Loads(plf) �.' GINE l Vert:14-21=-8,1-13=-80 04 ,c,, 02 Concentrated Loads(Ib) 444 `1" Vert:22=-5(B)23=-5(B) c $70 2PE t' r` SJR g.7 �A�,OREGON tZ �U� On R 6 A HO\ EXPIRES:06/30/2015 December 5,2014 e t At !tta.Ver/ydesiggnraranmfersandREAra/ US ON MIS AM t'IWSE7)l4t7EKREFERENCE 649EMI7473ret 1/19/'241UBf?0RE/8E 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 111111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during constriction is the responsibillity 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,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and[SCSI 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 rtbourfsern.PineoP)tauflbevisspa€ifi ,#„the iestgrr vararas arethem ef€eether 1E/d09I2o1a byALSC Job Truss Truss Type Qty Ply POLYGON R43351119 PL14-404_UPPER F06 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:37 2014 Page 1 I D:L209JJu6om RCBuYOhH V69uyFHbu-MxpfTOpHdte7Zu13T0ey2h03014S3CGZsoy2pyCJzB 0-k8 Scale=1:38.6 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 .� - - - - - e 42 Id N i - = 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-0 2-8-0 4-0-0I 5-4-0 6-8-0 I 8-0-0 9-4-0 I 10-8-0 12-0-0 I 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 23-5-12j 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-5-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. 6)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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard , O PR OPE 5� G INE�'9 6'Jo 87{? 2PE ni ty y -0), OREG N ci©�4/ On BER �1 per' A,. HES EXPIRES:00/30/2015 December 5,2014 l ®WARNM-Veal'des-Ign pw arazOSrs and READ T TES CM THIS AM L5KII1ta NS7E!t'REFE4PM7E PAGE MIT 7 473 sc r.1/15/2814 B 4E USE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component.Ap �' 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 NMI( 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/TPII Quality Criteda,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 Mitt ISP)iumbea issp c16444„the tlefige uatuns art thaso ef€ett rteaSiG11f54T33 byA SC • 1 Job Truss Truss Type Qty Ply POLYGON R43351120 PL14-404_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1212:37 2014 Pager ID:L209JJu6omRCBuYOhHV69uyFHbu-MxpfTOpHdte7Zul3?Oey2hv_UO1zS3CGZsoy2pyCJzB OP Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 J — o J — — ° 21 23 o ° 'S N O ° 20 O O OI 1r l) e o O O 22 • • • 19 18 17 16 15 14 13 12 11 3x4 = 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-00 I 9-4-0 10-8-0 11-1-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-8 LOADING(ps() SPACING- 2-0-0 CSI DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:57 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-1-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)19,11,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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. LOAD CASE(S) Standard c- VPRQes GINE /0 144 87022PE <' "7 �'o,>, GREG N cab O�� 0 �WgER \\ >- A. He P EXPIRES:06/30/2015 December 5,2014 t $ A WMkN/M3-Verity de_=iya parameters a i'i .g Pi03ES ON THIS ANP INCIME0 Mu SK REF.. ENCE PAGE ff11 7473 res 1,/29/214 SEPZREUSE -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 for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the A 'T��* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fY1 i fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSt 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 tfSauthesn Pine(SPP).1aua£et is specified,the design Wk..aoethane-effective DG/01/2015 fayALkC Job Truss Truss Type Qty Ply POLYGON R43351121 PL14-404_UPPER FOB GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:38 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-g7NlgjgvOBm_A2KFYk9BbvSAnQNKBWSQoWXVaFyCJz7 v 1 2 3 4 Scale=1:13.0 — _ 10 0 0 N _ _ — — 9 / ... . . . . ......... . . ' 8 7 6 5 1-4-0 I 2-8-0 I 3-8-6 j 1-4-0 1-4-0 1-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-B-8 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-8-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard <-S\ PRQppS 'cc NGI F9 r5'jO29 87022P'E 7 7 5. �-0 OREGt7 t?�'a' Ori BER \\ Pr `� A HER EXPIRES:06/3012015 December 5,2014 a e M ®KA{sfdf.43 Ye 'y do'gra raramc irs sod READ WITS CM TRU AND Matta)+4OTEK FLEFER€NKE PAGE MIT 7473 m e 11291231EBEMUSE 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 responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IV1 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 1f Southern Brass(SP)lumber as open ftecL the design.yufuws are tlrase effective 05/01/2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351122 PL14-404_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:39 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-IJxQu3rX9VuroBvR6RgQ76_Kjgl'VwzgZ1AH36hyCJz6 0-i8 Scale=1:39.8 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 a e c e c o e 2 e o o c -II`o e o 0 0 I N42 e a a o o o e e - q o 0 5 - e o 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-0 2-8-0 ( 4-0-0 548-0-0 0 6-8-0 9-4-0 10-8-0 12-0-0 I 13-4-0 14-8-0 I 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 22-8-0 ' 24-3-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 lb 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.18,Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 24-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 sfrongbacks,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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ",ccj PROFFS �5 ,�>�GINE 10 tt .87022PE < -N „v �-0,y, GREG$N cy'4</ On��BER A' ` A. HERA EXPIRES:06/30/2015 December 5,2014 a t =fi .r 6yRv`fsfif.�-4'e:.des:n=ara r r A -Verity � ra �rSxf.�Ftf=3.0tR,IFSGNffd.,.;hts+023't'2.Lf£<'Ef�MfIEKfs€F_�flJ�t§gGEtoff7:73€cr�;Z9/2t!t$t4fr=�R�'t�5,.. 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 A#�� _ erector-.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ek fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Intormaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ff Sovttsore Phsw$SP).Pannisec is specified,thwufnttgn vaisass aee ti to e4tacc ve 06,€11,10i.S byALSC Job Truss , Truss Type Qty Ply POLYGON R43351123 PL14-404_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber Si Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:40 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-mVWo5Pr9woOiQLUeg8BfgKXWED3ofPziFgOcflyCJz5 0-18 Scale=1:28.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 e o e e _ _ _ 0 0 0 o e s d 30 s 0 N 0 29 • o O O O O O O a O O O O • LXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX, 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-3-0 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I II I 1-4-0 1-4-0 1-4-0 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:81 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 17-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard V PROF?, rc 870 2PE j) 04 , 4, OREGO / 4/ -0 - O '4BER '°" ' A. HO; EXPIRES:06/30/2015 December 5,2014 9 ®*woes-year desip puanmfsrs axd READ IVIES ON THIS AND/1 i/0€D MflEC RE€€R€N:r PAGE MIT.7473 trio 1/25/201411FOREUSE 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 MiTek.is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the BAIT IQrk• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BAB fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If SouthernPine ISP)lumber is ;naa,OmAtnign values arett+ara affasrive D6/01l2013 bye MSC Job Truss Truss Type Qty Ply POLYGON R43351124 PL14-404_UPPER F11 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:42 2014 Page 1 1 D:L2O9JJu6omRC BuYOhHV69uyFHbu-iudY W5tP SQGQffeonZE71Icsp1 IG7JS?j8VjjOyCJz3 61113 Scale=1:18.4 1 2 3 4 5 6 7 8 9 20 • 0 d e 19 18 17 16 15 14 13 12 11 10 1-4-0 2-8-0 4-0-0 I 5-4-0 I 6-8-0 j 8-0-0 I 9-4-0 9-9-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 9-9-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUfPI 1. 6)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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard , oPR°'\ G �4' ✓ �� � 2� 44- 87022PE r / 1 y A,,, OREGON ti, 40ti ` A. HERS EXPIRES:06/30/2015 December 5,2014 r 1 A MANDE-VedttrielignparametersaadREADf4-71S Cf/IRIS AM1lKltJCEDAff15KREFE5errCEPAGE MIT 7473mg.1/J5/2C14BE 4FUSE 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 R -�ek* 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/7P11 Quatily Cdterle,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 It 5,,aut wre Pine ISP)lcsmbaris verified,the Sexier values are these effective 06/03/3111.3 byALSC Job Truss Truss Type Oty Ply POLYGON R43351125 PL14-404_UPPER F12 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:42 2014 Page 1 ID:L209JJu6omRCBuY0hFIV69uyFHbu-iudYWStPSQGQffe0nZE711cgg1 hV7CY?j8V)jOyCJz3 0-1-8 H I 1-60 I I 2-6-0 I Scale=1:30.0 4x4= 1.5x3= 1.5x3= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 15 z_. , 0 0 M 14 z _ , -41111N "fr ******N- , 12 11 10 9 1.5x3 II 4x5= 3x5= 3x5= 3x4= 17-3-0 I 17-3-0 Plate Offsets(X.Yt— (1:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.07 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 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) 13=748/0-5-4 (min.0-1-8),9=748/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-749/0,14-15=-749/0,1-15=-749/0,1-2=-611/0,2-3=-611/0,3-4=-1651/0,4-5=-1651/0,5-6=-1457/0, 6-7=-1457/0 BOT CHORD 11-12=0/1275,10-11=0/1696,9-10=0/887 WEBS 7-9=-1100/0,7-10=0/706,5-10=-296/0,3-11=0/466,3-12=-822/0,1-12=0/933 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. 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. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard � t,0 PROs.S co ��GI NEMA cS'fp9 4 870 2P'E v �'O,� OEEGO „.90 8.ER A.s P� ` A. He‘.., ,‘V.- 06/3W2015 December 5,2014 f ®t#ARNN3-YeardesiyarararatomrsandREAL IMES ON THIS AHD€r4YOM`EDMTV(:1EFE6cENizPAGE HH:473mr.1/18/20'14&F.FOREUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on 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 responsibility of the Mire k. 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 Cdterla,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern tine ISP)ts.mstsoo is specdfiod,thea:as mn vaioas are arose effective 06/0E/201:3 by.A€SC Job Truss Truss Type Qty Ply POLYGON R43351126 PLI4-404_UPPER F13 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:43 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-A4BwkRu2DjOHHpDCLHIMIy9zFRyxsbW9yoFGFSyCJz2 10-81 2-6-0 0--8 Scale=1:41.2 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 is ‘ - -7 a 21 o o • e ' _ y, 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= 1 24-3-0 I 24-3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.38 15-16 >760 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:121 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) 13=1055/0-5-4 (min.0-1-8),19=1055/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1712/0,3-4=-1712/0,4-5=-3137/0,5-6=-3137/0,6-7=-3331/0,7-8=-3331/0,8-9=-2298/0,9-10=-2298/0, 10-11=-2298/0 BOT CHORD 18-19=0/522,17-18=0/2564,16-17=0/2564,15-16=0/3375,14-15=0/2956,13-14=0/1307 WEBS 11-13=-1620/0,11-14=0/1227,8-14=-816/0,8-15=0/464,6-16=-294/0,4-16=0/710,4-18=-1056/0,2-18=0/1474, 2-19=-1167/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 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/7P11. 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 cF,V) PROFes co \AG444 2 8702216E �r to � A>, OREG•N49, 00 � t�`q�r$ `R �'� ` A. He EXPI RES:06/30/2015 December 5,2014 t P A W ARNI -Verify design paame;rs and REAP AWES CM THIS AM MIMED MIMIC PsPEPRE CE PAGE 1477.7 473 me 1/29/ES1E t/SE 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 11111 a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MIS@k* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 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 ftSauthern:Pint(SP)tends ris sfsecdt d.the d.sign+ratuas are These effestve 06/01/2013 by AL6C Job Truss Truss Type Qty Ply POLYGON R43351127 PL14-404_UPPER F14 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:44 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-f-llJxnug_l WBuznPv_GbgAh7ur1_b2vIAR_povyCJz1 0-1-8 H I 1-1-12 I 2-6-0 Scale=1:41.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 'N.. IN V70,7N,..._ n 2m 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 24-6-4 I 74-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 15-16 >738 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:122 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) 13=1067/Mechanical,19=1067/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1842/0,3-4=-1842/0,4-5=-3235/0,5-6=-3235/0,6-7=-3396/0,7-8=-3396/0,8-9=-2330/0,9-10=-2330/0, 10-11=-2330/0 BOT CHORD 18-19=0/667,17-18=0/2678,16-17=0/2678,15-16=0/3456,14-15=0/3005,13-14=0/1324 WEBS 11-13=-1640/0,11-14=0/1247,8-14=-836/0,8-15=0/485,6-16=-274/0,4-16=0/690,4-18=-1036/0,2-18=0/1456, 2-19=-1232/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 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 QED PR p ass � � � 0W. � $7022PE. / U> - 1 N ?5. �A� QREGO q© IQ 11 ' lliER1\ S A. H - lik EXPIRES:06130/2015 December 5,2014 c _ t ®lk.Rtt7f4 .Verity 3T3of/nr=me€ersvanREAD MGM OMTHIS ASSf°KZI/SEGMEEK RSFE1EAKEPAGE MIT-7.73mg.1/19/2.P480FGE 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 Mill is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily of the MiTek.erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding B fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Saaachere Pine l' )1arm6aer is wretified.iherclssigusaaluun are tffaterrffrestise 06/03/2451:3 byALSC Job Truss Truss Type Qty Ply POLYGON R43351128 PL14-404_UPPER F15 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:45 2014 Page 1 I ID:L209JJu6omRCBuYOhFiV69uyFHbu-7TIh87vIILe?Vi6MbTingNNEK8E121(g3RP5kNKLyCJzO 0-10-8 1.5x1x3 It 2-6-0 -.5x3 P 1 2 3x4= 3 Scale=1:13.0 lirhAII /AM ill 7 1.5x3= illikh 4 o N ;; 1.5x3= SIMI N 6 ,/ 5 =, 3x4= 3x4= 9-113-9-0 I 0-1- 3-7-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defi L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:23 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 DF No.t&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) 4=154/0-5-4 (min.0-1-8),5=154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard `V4PRQ- Co N aINE4- s/0 870 2P 7 -0>, GREGO ti � � O ,1,1 NJ \\,.._,A)., EXPIRES:06/301201.5 December 5,2014 ®WIVE Verify design paw rsrs aril REAP!ANTES C`r'THIS AMT€:NOEL ED MTTEt REFERENCE MGE mu 7 413 me..1/2512014BE F i R FusE �r 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 tout designer.Bracing shown 11111 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 MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. CiWs Heights,CA,95610 ft 5.euthirn.ltiax 01 lumber is qiesifiedi rhedesfgn vetoes atittiraca effective 06/02/201.3 byA SC Job Truss Truss Type Qty Ply POLYGON R43351129 PL14-404_UPPER F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s J0111 2014 MiTek Industries,Inc.Thu Dec 04 12:12:46 2014 Page 1 I D:L209JJu6omRCBuYOhH V69uyFHbu-bfs3MTwwVVem s8Gxn0P I3vbnTae_n3y8belTwsnyCJz? 1)-841 2-6-0 Scale=1:41.8 4x6= 1.5x3 II 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x6 FP= 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 iA 9e _ o iii / NI I ANiZN —m— a - o 0 - 19 18 17 16 15 14 13 4x4 = 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 23-11-4 I 23-11-4 Plate Offsets(X.Y)— [19:Edae.0-1-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.37 15-16 >776 360 BCLL 0.0 Rep Stress Incl YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:119 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) 13=1047/Mechanical,19=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1621/0,3-4=-1621/0,4-5=-3070/0,5-6=-3070/0,6-7=-3286/0,7-8=-3286/0,8-9=-2275/0,9-10=-2275/0, 10-11=-2275/0 BOT CHORD 18-19=0/421,17-18=0/2485,16-17=0/2485,15-16=0/3319,14-15=0/2922,13-14=0/1296 WEBS 11-13=-1606/0,11-14=0/1213,8-14=-802/0,8-15=0/450,6-16=-308/0,4-16=0/724,4-18=-1071/0,2-18=0/1487, 2-19=-1135/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard • REP PR Opts cc 87022PE C (5)c� iyAQREG•N l Q '�F' \,C© �BER �r A. Hen EXPIRES:06/30/2015 December 5,2014 e 6 _ ®WARNf:4C Neelyr/ fl;.a,arascsrs;adRE4D'PD TESOFNTHIS 4 IMEDMIT€YREFETfM'PA /4 7.7413 res 112512014 WORSE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. �m 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 � ��' 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 Quo*Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informa8on available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Ewutheril Pine ISP)tin steer to specified.the flesh n mitres one tts4154£cffecthm 06101,0614 byALSC Job Truss Truss Type Qty Ply POLYGON R43351130 PL14-404_UPPER F17 Floor 10 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:47 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-3sQRZoxYHyujlQW a7gISoJbs2NAoWPksPDUOEyCJz 0-1-8 112 1 2-5-8 I 7-6-0 I Scale=1:27.9 3x4 I I 1.5x3 I I 1.5x3= 1.5x3= 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2_I 3 4 5 6 7 8 ®JJ Nit. 17 4411IN. 0 duia 5 4 70 "1.1i' oNit N 4 . r 13 I* 11 10 i 1.5x3 I I 3x5= 3x5= 3x4 = 3x6= 0-7-4 Q-S171 I 16-0-12 aS72 15-5-8 0-1-8 LOADING(pot) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) 0.06 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 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) 9=666/0-2-12 (min.0-1-8),12=1125/0-3-8 (min.0-1-8) Max Grav9=674(LC 4),12=1125(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1249/0,4-5=-1249/0,5-6=-1256/0,6-7=-1256/0 BOT CHORD 11-12=0/773,10-11=0/1395,9-10=0/787 WEBS 2-12=-431/0,7-9=-975/0,7-10=0/582,3-11=0/603,3-12=-955/0 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)9. 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. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • �,�� P ��fiSA1 Uniform Loads(plf) ! r A Vert:9-13=-8,1-8=-80 Li��) L�'TO� Concentrated Loads(Ib) 4" '7 Vert:1=-400(F) .$7022PE 7 mAr* OREGO t)�4J SAO, E`rN 13 EB 1>ti .� EXPIRES:06/3012015 December 5,2014 i I A W,JtdZ.4'-VerifyAlign Raw srr-saNdREAD B 17SONIHfS ANL Ir5#.f"1/0E0Mirk EEFE ENE-PAGEMI77473res 1/2S/2014BEA 1E 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 , --- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Bonding 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 tt5:autlhem.Pane t'SP)faaraberis specified,the dreg/testae.are Those effective 13G/G2/2.Oi.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351131 PL14-404_UPPER F18 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:47 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-3sQRZoxYHyujIQW a7gISoJg62Q5oWaksPIDUOEyCJz I 1-7-0 1 1 2-3-0 I 01143 143 Scale=1:19.4 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3= 3x4= 1 2 3 4 5 6 0/: ti 12 0 0 v e 11 10V 9 8 L� 3x5= 3x5= 1.5x3 II 3x4= 11-2-8 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/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. (Ib/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-480/0,1-2=-391/0,2-3=-391/0,3-4=-713/0,4-5=-713/0 BOT CHORD 8-9=0/669,7-8=0/486 WEBS 5-7=-625/0,5-8=0/292,3-9=-357/0,1-9=0/581 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard (c�` D P R(?F, S,� G ' ,. 'INF' �* 870 2PE. yu' ,/, tv �'o�, OREGO t•P,I,1,./ 00 13ER -"or 6' A H- P EXPIRES:06/30/2015 December 5,2014 i f ACOMM.V&tydello paranleorsaadREM 6wTES CNTHrSAld)MIMED 1,12711 REFERENCE PAGE t4Zf7473lte1,/29f214,9SMEt1SE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. t+ 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 IYI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Tell Quality Cited°,DSB-89 and SCSI 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 1*Southern.Pine OOP}lamstree is spxsdledthe design vutucs are those etect ve 05607 f24T1.3 tsyALSCC • Job Truss Truss Type Qty Ply POLYGON R43351132 PL14-404_UPPER F19 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:48 2014 Page 1 ID:1.209JJu6omRCBuYOhHV69uyFHbu-X2_pn8yA2GOZNa5A8gLX?OsggShMXtMu53y1wgyCJyz 0-1-8 H I 1-7-8 I I 2-6-0 I 0148 Scale=1:38.2 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 - -, 22 ' N w " 1 13:11IMI ICA 21 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 355= 358= 354= 22-7-8 I 22-7-8 Plate Offsets(X.Y)— 11:Edge,O-1-8) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.17 14-15 >999 480 MT2O 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.29 14-15 >931 360 BCLL 0.0 Rep Stress Ina- YES WB 0.65 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:115 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) 18=978/0-5-8 (min.0-1-8),12=978/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-978/0,19-20=-978/0,1-20=-978/0,1-2=-867/0,2-3=-867/0,3-4=-2507/0,4-5=-2507/0,5-6=-2911/0, 6-7=-2911/0,7-8=-2088/0,8-9=-2088/0,9-10=-2088/0 BOT CHORD 16-17=0/1830,15-16=0/1830,14-15=0/2850,13-14=0/2641,12-13=0/1202 WEBS 10-12=-1490/0,10-13=0/1097,7-13=-686/0,7-14=0/334,5-15=-425/0,3-15=0/840,3-17=-1193/0,1-17=0/1271 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/Mil. 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. LOAD CASE(S) Standard .51/4 /Gp PR Q F`M'S co -57 `t 87022LO PE ySAT GREG N (6,,,Iii �hS 4. HER EXPIRES:06/30/2015 December 5,2014 e t A MUMS-Verify design parameters gridREADfCTESCNFfutSAND/M2L ED NM REFER3iCEMOEMI7 7473 mg 1,11972014 ItEi..;9Ef#S€ 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 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 - MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,DSB-89 and SCSI 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 5outheTnPine f5Pjfsos56ax is specified,tine design values ore these effective 0G/O7./2O13 tryA SC Job Truss Truss Type Qty Ply POLYGON R43351133 PL14-404_UPPER F22 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:49 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-?EYC_UyooZBQ?kgMiXsmXDPOSs20GNJ 1 lgiaS6yCJyy las-a I 2-6-0 I 0-148 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 I 14x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4 = 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 �� 9 5 3 0 21 o i i #,•00, / ! 9 \ r ' e m 20 19 18 17 16 15 14 13 4x6 = 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x10= 24-6-4 I I 24-6-4 Plate Offsets(X.Y)-- 11-Fdae.0-1-81.(12:0-2-0.Edael.[20:0-1-8.0-1-81.121:0-1-8.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.15 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.24 15-16 >999 360 BOLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:129 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) 19=662/Mechanical,13=1792/0-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-20=-1142/0,20.21=-1183/0,12-21=-1142/0,2-3=-1064/0,3-4=-1064/0,4-5=-1969/0,5-6=-1969/0,6-7=-2102/0, 7-8=-2102/0,8-9=-1468/0,9-10=-1468/0,10-11=-1468/0 BOT CHORD 18-19=0/314,17-18=0/1604,16-17=0/1604,15-16=0/2123,14-15=0/1874,13-14=0/856 WEBS 11-13=-1044/0,11-14=0/758,8-14=-503/0,8-15=0/282,4-16=0/452,4-18=-668/0,2-18=0/930,2-19=-729/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1129 lb down at 24-2-8 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) StandardQ�cV PR Q/. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 C.0'. aAGINEK^ s,.I` Uniform Loads(plf) 1 Vert:13-19=-5,1-12=-50 Concentrated Loads(Ib) 1 f �� Vert:12=-1129(8) 5 N / J- 7IV 7 .5, OREGO G'-fi 8ER t'' P� SA. Hen � EXPIRES:0613012015 December 5,2014 f ii ®6€ARNf. -4'erify design parame ers a d READ WITS ON THIS ANG 7 F tzo0 MITEK 6EFERENcE PAGE MIi 7 473 m e 1J29/2014 . 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 �/T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiIQ. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB Tek' fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 hher In o�n )isnenttbnea afsecifresf,the design 7mates are5lswsa effective 08/01/2013 b'trA SC. Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply POLYGON R43351134 PL14-404_UPPER F23 Floor Supported Gable 1 1 Job Reference(optional) Pangs Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:50 2014 Page 1 ID:1.209JJu6omRCBuY0hHV69uyFHbu-TR6aCgzRZtGHcuFZFFN?4RxDaFT6?xRBZNRB_YyCJyx Scale=1:17.5 1 2 3 4 5 67 8 9 L L C'S N O O :1 aF a — D ♦♦••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••� 18 17 16 15 14 13 12 11 10 I 10-7-8 10-7-8 I LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/rPI2007 (Matrix) Weight:50 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18rBtr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 10-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)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. LOAD CASE(S) Standard ARD PRQF s' 44, 8 a 2PE �r , ysn � 1AT OREGO f1 1V u 0 �'�8ER 1\ �© 0S A. H� \.‘"i." EXPIRES:06/30/2015 December 5,2014 tt A KAJ1NM-Verity dvutgs puccmetsrs uisd REAP kr TES CPI THIS M€Z€8 Para REFERENCE PAGE MIT 7473 it 1.125/2M BUISE NI 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MaTek° fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/1111 Quality Criteria,051-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 1f Sad #+ine fSP)tanr, ,lis specified,the design values are Chase effective 0001,4013 by A4 • Job Truss Truss Type Qty Ply POLYGON R43351135 PL14-404_UPPER F25 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries, Thu Dec04 12:1 51 2014 Page 1 BhX. CJ ID:L209JJu6omRCBuY0hHV69u 014 dgyPA Inc.3KBInc.Th pyu 1Y yw 1 1-5-0 II 2-6-0 1 Scale=1:38.7 1.5x3 II 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x4= 1.5x3 II 1 2 3 4 5 6 7 8m 9 10 11 u e _ 0 d N _ e 16 17 16 15 14 13 12 1.5x3 I I 4x6= 3x6 FP= 356= 3x5= 3x8= 3x4= 22-2-0 I I 22-2-0 Plate Offsets(X Yl— I1:Edae.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.17 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.28 14-15 >952 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:110 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) 18=969/0-2-12 (min.0-1-8),12=969/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-971/0,1-2=-766/0,2-3=-766/0,3-4=-2432/0,4-5=-2432/0,5-6=-2861/0,6-7=-2861/0,7-8=-2063/0, 8-9=-2063/0,9-10=-2063/0 BOT CHORD 16-17=0/1743,15-16=0/1743,14-15=0/2788,13-14=0/2604,12-13=0/1190 WEBS 10-12=-1475/0,10-13=0/1081,7-13=-670/0,7-14=0/319,5-15=-440/0,315=0/855,3-17=-1210/0,1-17=0/1206 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard ti �0 PROF GINE / cscv 87022PE r -y �%, GREG N *1© 40 -PO 01(11BER 1\ P ~. A- HO; EXPIRES:0613012015 December 5,2014 t .r A WARNT43`.Verityd55i e pa;amemrs a d READ DOVE ON WE AND ma ast!EF€t€PKE PAGE-WI 7 473 me t1131261I B£Fs.4E'tISE 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 ii li'T�1.` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (Ml 1 A4 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Qualify Criferia,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 fSafely sahernmP�nISP)lumber from Truss Plate1 rides vetoes Lee Alexandria,.0byatm4 cams Heights,CA,ssslo Job Truss Truss Type Qty Ply POLYGON R43351136 PL14-404_UPPER F26 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:12:51 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-xdgyPA 3KBPSE2g1pyuEceUMYfoWkONKn1B11X?yCJyw 1.5xi II 2-1-4 I 2.6- x3 II 1 2 3x4 = 3 Scale=1:12.9 J L- 5 5 4 3x4 = 3x4= Orli 0.1- 4-10-4 4-8-12 I LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 5 '•'• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.08 4-5 >745 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 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) 4=208/0-2-0 (min.0-1-8),5=208/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard a, PROFss ct 87022P'E 1-- // 7 �'o),OREGON © *ti. EXPIRES:06/30/2015 December 5,2014 At FEArfN hs.Ver4desiyn paraaxers a d READ WITS ON THIS PITC INCRIDED MTTEK F.EFERENCE WOE MU 7 473 mg,1/25/2014 BEMUSE �r 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 la 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 MtTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T8I1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 tF6esGtsem l°iisc fSSY)lumbar it sifiect.ttsesfitsi6n misses areghats effective OGIGlf2O3.3 by MSC • Job Truss Truss Type Qty0 Ply POLYGON R43351137 PL14-404_UPPER F28 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:52 2014 Page 1 D:L I2O9JJu6omRCBuY0hHV69uyFHbu-QpDKcW?h5UX?sBPxNgPT951Vp31mTgyTOhwF3RyCJyv 1 1-3-4 1 2-6-0 1 Scale=1:42.8 1.5x3 I I 4x6= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4=3x6 FP=1.5x3 I I 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 os / d Z....*N Z ..N.%% N I ` / _ O • JmL 14 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5 = 3x5= 5x6= 3x4= 1.5x3 SP= 24-6-4 1 I 24-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.40 15-16 >728 360 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:121 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) 13=1073/Mechanical,19=1073/0-3-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1902/0,3-4=-1902/0,4-5=-3280/0,5-6=-3280/0,6-7=-3426/0,7-8=-3426/0,8-9=-2345/0,9-10=-2345/0, 10-11=-2345/0 BOT CHORD 18-19=0/735,17-18=0/2731,16-17=0/2731,15-16=0/3494,14-15=0/3027,13-14=0/1331 WEBS 11-13=-1650/0,11-14=0/1256,8-14=-846/0,8-15=0/494,6-16=-265/0,4-16=0/680,4-18=-1027/0,2-18=0/1447, 2-19=-1268/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. LOAD CASE(S) Standard tD PRQ mac; ��('ylN��9 S✓%-57 ' 87022PE r- ,j — .43.,,,OREGIN q 4 � On BER 1 Pte'' A. HeN4. EXPIRES:06/30/2015 December 5,2014 e 4 ®�A.kt�f,�F^r��ye ?q r}es�ta rarara�itrra aF1:i READ KITS Gfz'fffFS ISCt.f��€ti KIP('Fs€€..F,�t€A��MIT 7473 ret 1/15/2014 BECAME �� 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 B��B T 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 IYE [ Al fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 rfirrautts P"inre(ItO))available tevh Truss design 781 are those Street, ac 06/01122013 byfM a. citrus Fleignl5,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351138 PL14-404_UPPER F40 FLOOR SUPPORTED GABL 14 1 Job Reference(optional) Pacific Lumber Si Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:53 2014 Page 1 I D:L2O9JJu6omRCBuYOhH V69uyFHbu-u0nigs?JsofsULz7xNwii3ZkLT VtCIgdFLgobtyCJyu I 1-0-8 I 1.5x3 I I 1 3x4= 2 Scale=1:13.2 4 • % 4 ♦�♦�♦�.�.�♦♦�: i 1.5x3 I I 3x4= r r 0 1-3-8 I 0-i 3 1-3-8 LOADING(pst) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 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) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard 2 7--- `t" 87022PE ' 7 -0,, OREGO e©4� 1> 4, ER �� EXPIRES:06/30/2015 December 5,2014 t a A KARNT -Vv„lydesign paminetsrx and R€,411 trTES CN TRIS AM Mama i/0101 NITEK flEFEREENa PAGE MIT 7413 rel.1125/201$BEMUSE 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 1111111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the B� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding NlI ET ele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qua1Hy Criled°,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 lasaarvlsem.Pine[ads)lumber is irpectffied,she design welts.arethere atiffective 06-01.1JSS01.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351139 PL14404_UPPER F41 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Tniss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:53 2014 Page 1 I D:L2O9JJu6omRCBuYOhH V69uyFHbu-u0nigs?Jsofs ULz7xNwii3ZkQTVuC Igd FLgobtyCJyu 0-11-4 1./5x3 I I 1 3x4= 2 Scale=1:13.2 J _ a a ♦♦♦♦♦♦♦♦♦♦♦♦cue ♦♦ ♦ iii. 1.5x3 II 3x4= 0-l-0 1-2-4 I 0-6-3 1-2-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012TTPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-2-4 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) 4=29/1-2-7 (min.0-1-8),3=29/1-2-7 (min.0-1-8),3=29/1-2-7 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard ,`EO PROFert 04c,IN4- `S'�09 870 2PE 04 17 NSA OREGO /� 14/ `gi$ER ��' os, A. H ' EXPIRES:06/30/2015 December 5,2014 iI _ ®8A.SNIMS..Ver/y de igro raranteiers axd REAP TES ON PdSSAIe MIMED HITE!C R€FEREM PAGE HIP 7473 re 1/15/291$SE USE Design void for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. till I 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�TQ • erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMI t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information avalable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern Pine WI lumber is:specified,thedesign values areroheae effect-we D00112013 lay ASC Job Truss Truss Type Oty Ply POLYGON R43351140 PL14-404_UPPER F42 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber d Tess Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:54 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-MCL51 COxd6nj5VYKU5SxEH6vatr3xlwmU?PL7KyCJyt I 1-6-4 1.553 II 1 3x4= 2 Scale=1:13.2 1 0 ♦♦♦...••••• ./ ..♦♦...♦♦♦♦..♦....♦♦♦..♦♦.. 1.5x3 I I 3x4 0-9-0 1-9-4 o-d-a 1-9-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (roc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 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) 4=45/1-9-8 (min.0-1-8),3=45/1-9-8 (min.0-1-8),3=45/1-9-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard 401/4 Et} P f QFe`rtS, GINE 1© 87022PE c" N y �'d OREG$N 815) lid 00SEA \���,� A. H EXPIRES:06/30/2015 December 5,2014 4 t A WARM7 -Verify paraowsrs xis/REAO FX`IES O4 MIS AND MIMED MITEP.EFEREPCE ME P417-7473 c i/29/20UU WOREUSE ��• 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 `` a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the FYII��.''R.- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 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 Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ie'Smuthhem Pirie(SP)Whither is wet ihest,the abeagn wa£uas ore those effective 1:1001/2013 tryAt6:C Job Truss Truss Type Qty Ply POLYGON R43351141 PL14-404_UPPER F43 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:54 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-MCL51 C0xd6ni5VYKU5SxEH6vMtr8xlwmU?PL7KyCJyt 1.5x3 I I 1 4x4= 2 Scale=1:13.3 L 0 2 4 3 1.5x3 II 4x4= rrr 0-11-0 1 0-1 2 0-11-0 Plate Offsets(X.Y)— I1:Edae.0-1-81.I3:Edae.0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 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) 4=22/0-11-2 (min.0-1-8),3=22/0-11-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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 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. LOAD CASE(S) Standard t40 PRQ tcy l' 87022PE cREGO rte'q0 A He EXPI RES:06/30/2015 December 5,2014 4 _ 1 aMANTI"i-Vier,';rdesign warm ersandREEADDI4CTES0HTICS:4NCmMWLi€b#f1TEKREFERENCE PA re Mii7473c.1e25/2914BL�08Et/SE 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 ! -TQ'`` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB f IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Salety Information(SSU)lumber s specified,ttiseldrs gA values s.a 'thosseee fe a OG/O3f2O1S ALkC Citrvs Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351142 PL14-404_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-qOvTFX1ZOPvajf7W2ozAnUf4?GAMgCAwif9vgmyCJys 0-10-0 1.5x3 I I 3x4= 2 Scale=1:13.2 ' o • 1.5x3 I I 3x4 = 0-40 1-1-0 0-6-2 1-1-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "•' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-0 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) 4=26/1-1-2 (min.0-1-8),3=26/1-1-2 (min.0-1-8),3=26/1-1-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard ,ikto PR OFFss GINE ✓�2 'c 870 2PE /9 y '0.), OREGON el,(:) S11.BER A 1—i EXPIRES:06/30/2015 December 5,2014 4 A KARA P3-Ve„'p dea)gi raosr#x:ery and READ//D TES ON MIS AND DEEMED ED Mr/E REFERENCE/AGE MIT 7 473 sen 1125/2818 : L T INE Design valid for use only with Wel(connectors.This design is based only upon parameters shown,and k for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. le• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding [ R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quattty Criteria,DS11-89 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 tf Sauuthcre Pinef6P1 fi ssisee is wesified,rise design values ase those affective 05/01f24313 be MSC Job Truss Truss Type Qty Ply POLYGON R43351143 PL14-404_UPPER F45 FLOOR SUPPORTED GABL 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-g0yTFX1 ZOPvajf7W2ozAnUf4eGAK9CAwif9vgmyCJys I 1-3-0 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 N ♦♦♦.♦♦..♦.♦.♦••. 4& 1.5x3 II A 3x4= 01_04 1-6-0 l 1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-6-0 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) 4=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard t: F. PRO 4. 870 2P'E. , < t r, -7 �A�;OREGON q�X11 006 ER ' P� A,. HE EXPIRES:06/3012015 December 5,2014 4 0 ®W4187M3-Verity des#n pass r:Sirs axd REAS NOTES CN THIS AND MIMED€D MITES PEF€t(€Nie PAGE MU 7473 ma.,1/25/2014.BffORDISE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual bulding 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 responsibillily 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 SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informalion available nstitute,781 N.Lee Street. ttbesstlaempineSSP)kumtaecs specifies!,la uattu s are these effective G6O1/24113 IspAS£4. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351144 PLI4-404_UPPER F47 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:55 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-gOvTFX1 ZOPvajf7W2ozAnUf4AGAOgCAwif9vgmyCJys 7x10 II 1 2 Scale=1:13.3 4 3 7x10 II 0-R-0 0-7-4 0. 0-7-4 Plate Offsets(X.Y)— [1:Edge 0-1-8]14:Edge.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina' YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 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) 4=26/0-7-8 (min.0-1-8),3=26/0-7-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 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 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. LOAD CASE(S) Standard 9,0 PRDpps �co ,c[NE -,9 •/0 870 2PE OREGOo Q� Or, 8E14 -0 A. HL EXPIRES:06/00/2015 December 5,2014 A WARNING Verifrdesiggn pram ter ued PIA Pr TES ON THIS ANC LtihF' DED HITEKREFEREMBE PAGE MIT 7 473 ec /28/28M M'UUSE —�• Design valid for use only with Mgek 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 individualwebmembers only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTele k- 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/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Swastlscsa Pine(Sof tasrseex tc spesifia4 tt,.eztwsagn values ere-nnnase at€act in.06{01 f2os.S t y.AiSC Job Truss Truss Type Qty Ply POLYGON R43351145 PL14-404_UPPER F50 FLOOR GIRDER 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:57 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-mn1DgD3gw191yzHvAD?esvkNF4ciK8?DDAze?keyCJyq 0-1-8 H 01.7_4_1 1-4-12 I I 2-6-0 I Scale=1:31.0 3x4 I I 3x5= 4x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 1 2 3 4 5 6 7 8 17 9 1 0 d 0 7 :\ 7#1/.ANIollt 7111/ 44111Nt Z N4111441144141•-- � e 15 fes' 13 12 11 10 4x6=3x4 I I 4x5= 3x5 = 3x5= 3x6= 3x5= 1-1-4 0.11-12 1B-3-0 I 10.11-12 I I 17-1-12 0-1-n Plate Offsets(X.Y)— 11:Fdae.0-1-81 115:0-1-8 0-1-81.116:0-1-8.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.09 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:103 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, Except: 10-0-0 oc bracing:11-12. REACTIONS. (lb/size) 10=714/Mechanical,14=1498/0-5-8 (min.0-1-8) Max Horz10=-1130(LC 4),14=1130(LC 4) Max Grav 10=718(LC 4),14=1498(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 15-16=-661/0,1-16=-644/0,2-3=-520/114,3-4=-520/114,4-5=-1599/0,5-6=-1599/0, 6-7=-1442/0,7-8=-1442/0 BOT CHORD 1415=-304/0,13-14=-1308/0,11-12=0/546 WEBS 2-14=-1449/0,2-15=0/710,8-10=-1098/0,8-11=0/680,6-11=-276/0,4-12=0/529, 4-13=-894/0,2-13=0/940 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Non Standard bearing condition. Review required. 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 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. 6)CAUTION,Do not erect truss backwards. ,i\tO PRO,- 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)640 lb down at 0-3-0 on top chord. • � •,�G ] � '6, The design/selection of such connection device(s)is the responsibility of others. 1 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ON19 LOAD CASE(S) I 2PE Standard 1 1 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:10-15=-8,1-9=-80 7� ( At J / +....t Concentrated Loads(Ib) -7 '0)` OREGQ tip a4 Vert:1=-640(F) 'l)0 %ER 1° ©S HE.?` •A- HE EXPIRES:06/30/2015 December 5,2014 a t ®WNW.Verify l utiggn raiameorrs and READ fes:T£S ON MIS AND mon)MTTE(K REFERENCE PAGE M71 7 473 ice,1,/29/2Pr 814)8F!#S£ ». 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 ��B T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the I IPik° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding. BYBtYf 1 14 fabrication,quality control,storage,delivery,erection and bracing,consult ANS1/1PI1 Quality Cdfeda,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 Southern Pine(SP)dumber is o rwcided,the design values are those effrr,tdne OO/G1/3RY3.31rg•MSC Job Truss Truss Type Qty Ply POLYGON R43351146 PL14-404_UPPER F51 Floor 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:57 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbutrln1DgD3gw191yzHvAD?esvkNR4nZ8??DAze?keyCJyq 0-1-8 H I0.- I 1-6-4 I I 2-6-0 Scale:3/8"=1' 1.5x3= 4x4= 1.5x3= 4x6 = 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 9 2 M N 16 • 1 p p 15 13 12 11 10 1.5x3 I 14x6= 4x5= 3x5 = 3x5= 3x4= 1-1-4 0.17-72I I 18-3-0 0.11-1217-72 17-1-12 I 0-1-8 Plate Offsets(X Y)— (1:Edge 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.07 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.11 11-12 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.49 Horz(TL) 0.03 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:98 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=1262/0-5-8 (min.0-1-8),10=726/Mechanical Max Grav14=1262(LC 1),10=744(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-584/30,3-4=-584/30,45=-1634/0,5-6=-1634/0,6-7=-1448/0,7-8=-1448/0 BOT CHORD 12-13=0/1253,11-12=0/1683,10-11=0/883 WEBS 2-14=-830/0,1-14=-487/0,8-10=-1094/0,8-11=0/701,6-11=-291/0,4-12=0/503, 413=-861/0,2-13=0/967 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. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-1-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). skEi) PR Opt LOAD CASE(S) Standardco -GINE �f© 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) 144 -37 Vert:10-15=-8,1-9=-80 $74p� Concentrated Loads(Ib) Vert:1=-400(F) ' i �y �'©1 OREGO 4� t(� -P4;41,/ �' ..",ii �S A. HES EXPIRES:06/30/2015 December 5,2014 i A mom Verity csd. fpnarara*firsaA:tREAtIMTESCArfTiIS,4N&a.°kIXED?41f€Kk£€£kcAam #Zi74S3;ex1,`a5fZ&'I6 :.REt/SE » �� Design valid for use only with Milkk 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-riot 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. If Southern.Pina(SP)inucnfrer wr is eci€asd #.the asi;n.vatuo -dune ares- e effective 000112013 by M Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351147 PL14-404_UPPER F52 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:12:58 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-EzbbtZ3ShKH9a6s5jwW[P7HaUUC_tYwMOdNZGSyCJyp 1-1-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 R a • �4' 1.5x3 II 3x4= 0Qr0 1-4-8 I 0-0-5 1-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 ""` 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-4-8 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) 4=69/1-4-13 (min.0-1-8),3=69/1-4-13 (min.0-1-8),3=69/1-4-13 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. LOAD CASE(S) Standard tiRt0 PROre 4 87022Pf r 1‘ Qv %,„,OR G O N ,157.,-..401\1 'POE, 8ERAN P„ SA. Hen EXPIRES:06/30/2015 December 5,2014 4 t ®WAPPING-tredffde=_fynparanxfrssodREASI,St;US04THIS A mama MTTEKREFEREM PAGE MiT7473rcci/a9/2SIdA /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 Bt!'T�1.IC" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MYI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 if Sout1nhern a OSP)tumbax sospzs ed the Institute, dtzign%muss cesthose Ictive oe/o3f.8F3 3 bn VAC4. Citrus Heights,CA,95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13j" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) offsets are indicated. ( Damage or Personal Injury Mr= Dimensions are in ft-in-sixteenths. iiApply 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,is always required. See BCSI. TOP CHORDS O.T/'6„ MiNiiiiiggi 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I _ O .. p bracing should be considered. 1111111Ap O �� 3. Never exceed the design loading shown and never L) stack materials on inadequately braced trusses. Provide copies of his truss For 4 x 2 orientation,locate ~ 8 csa cs c 4. designer,erection isupervisor,property ownn to the er d plates 0 'fig'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 *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. 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 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 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 Southern Pine lumber designations are as follows: In all respects,equal to or better than that SYP represents values as published specified. i� Indicated by symbol shown and/or by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing 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. *ILI Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior MM reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. 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 -_-_. ' environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal WI19.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, rt 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.01/29/2013