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Plans (378)Pv NM MN '<\S .O\V - kt5 \ RECEIVED FEB 3 2016 M Te k° BUILDING OF DIV SCION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-403_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:R43360047 thru R43360076 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. �Rcp PR s �G1NE'E rp�q ct 8PE t, � 5 y Al>, OREGON q9„ie/ 00 8 ER S A. H- 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. ill Job Truss Truss Type Qty Ply POLYGON R43360047 PL14-403_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.Fri Dec 05 09:52:58 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-QufpMT16arSsJ2n33KuAhIo8mIUbPTSHTuxy5yCOw3 3x6 h 1-3-4 3x16 If 1-6-0 13,6 II 1 6 2 7 3 Scale::1:13.1 0 04Z Im d 5 4 6x6= 6x6= I 3-3-4 I 3-3-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 5 '''''t 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 IBC2012/TPI2007 (Matrix) Weight:31 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 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) ConcentratedVert:6==1d007(F)75--1007(F) �C::' 1�y O i 2PE . r" t 7 -0)O REDO e1 to C 'q$ER 4 may© �S A He EXPIRES:06/30/2015 December 5,2014 ti ®WAfN7/ -Veer designYarnnwers;Ad READ 1st 7E50/4MIS AND ENCL1/EGMI7EKREFERENCE PAGE MU.7473rec1;25/2E14WO NE USE x 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 a responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Bending 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(Se)lumts.,is specified,.the design trebles are these e@beetrve GG/02/2023 by MSC IIJob Truss Truss Type Qty Ply POLYGON R43360048 PL14-403_UPPER F02 FLOOR GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:59 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-u4DBap1 kL8aixCMGd1 PPEyLE?9fv8rOQYhXUXyC0a2 1 1-2-0 1 1-9-0 I Scale=1:26.3 2x4 II 5x10= 1.5x4 II 3x4= 1.5x4 I I 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 26 9 .1\10 o l o t d o - Xu' .. 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= 1 14-10-8 1 14-10-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid 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/TP12007 (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 2400F 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(0.131"X 3")nails. Strongbacks to ,s1,£j PR Q be attached to walls at their outer ends or restrained by other means. 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 NGj ,� ( }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 4-10-2,114 444 1- 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, 17 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 'Ct. 87022PE x-- lb '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. � ` s � is LOAD + ) Standard .s OREG N q, ©(U 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,tl .� ,1. 1 Uniform Vert:10-14=-5,1-9=-50 s- tit 4V" Concentrated Loads(Ib) A. Her 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 if A tomir/3-Verify'rieaiga pram tun anti Rc$S 10 TES CH THIS ANC MIXED%ED MITE!f REFERENCE PAGE/477 7 473 10&1/18/2414 IMREP „ Design valid for use only with Mirek connectors.Thu design is based onlyupon 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 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quaiiiy 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 IfSeutfiere Pine op)number is specified,the designvutues are tftsprm c-44ertivk136j6M/2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43360049 PL14-403_UPPER F03 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Dec 05 09:52:59 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-u4DBaplkL8ajxCMGd1PPEyLOp9gaSztQiYhXUXyCOw2 1 1-6-4 I 1.5x3 11 1 3x4= 2 I Scale=1:13.2 L d R C 4 3 1.5x3 II 3x4= I 1-9-4 I 1-9-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL- in (loc) 1/deft Lid 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. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 tiR PA Ore. r�� NGINE cSf0 � 2y 2 87022•alPE < 7to , , SATOREGON tisQ� O` & NRNP EXPIRES:06130/2015 December 5,2014 l r ®k44./SNf.S-Vererdesiga;ammeters acid REA.p WITS ON THIS AND DOMED ML7EK fl€FEPEN1E PAGE MILL 7473 me 1129/20td PIS£ 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 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/TPII Quality Criteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Surte 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSosrstrem Pine tSTN lumber mer ig seeMfied,tee design.values are 58nee effective 06/01 12.013 by MSC PIP Job Truss Truss Type Qty Ply POLYGON R43360050 PL14-403 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.Fri Dec 05 09:53:00 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-NHman92M6Sja71 xSAkwemAtXdZ33tIEZwBQ4OzyCOwl 1 1-0.8 11 2-0.0 1 Scale=1:37.9 3x4= 5x6= 1.5x3 II 4x4= 1.503 II 3x4= 1.503 II 3x4= 1.503 II 3x6 FP= 1.5x3 II 4x5= 3x4 I I 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 r/faiis F illr7A III r/A —\IIW1\191111\1A N •MilE.,=•1•11111•MI•11•111•11111 MIN/ 21 20 19 18 17 16 15 14 3x4 II 5x5= 4x6= 3x6 FP= 3x5= 3x5= 406= 3x6= 1.5x3 SP= I 22-2-0 I 22-2-0 Plate Offsets Q(Y)— (1:Edge.0-1-81 [21:Edge 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 0.19 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!nor NO WB 0.57 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 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). LOAD CASE(S) Standard PR 1)Dead rmFlL000r Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �� N 1 N e9 Unifoplf) Vert:14-21=-8,1-13=-80 C?• 'T 1" Concentrated Loads(Ib) 4 870 2P t" Vert:22=-5(B)23=-5(B) N 7 4), GREG N ti Off.! "P Oil 8E ER , P`, S A. HR EXPIRES:06/30/2015 December 5,2014 1 _ f ®i SNTfE)-Ycr'tf dcoiga paramewrs axd READ AG 1rS Oto MIS AM IAGik ED NIT€K SEFESENCE PAGE/411 7 473 r£x 1/ZWW2014B BECAME _ Design valid for use only with Mtfek 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 �I�PikA erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding A fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPI1 Qualify Crttcria,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 itSo uthero Pie $SF)lumber is spattiza#,theude'vgm aaiues urn eve etiect ve 00011201.B by MSC 111 Job Truss Truss Type Qty Ply POLYGON R43360051 PL14-403_UPPER F06 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:02 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-JfuKCr4de3zlof5rl9z6razwN NsHLKSsOVvB5syCOw7 0-111-8 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 ■ - a a o a o a o o o a =a 0 0 0 ■ t a 42 0 d a ■- --.� it o ,a o 0 a • e o 0 0 • 0 ,- S i 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 2-8-0l 4-0-0 l 5-4-0 l 6-8-0 8-0-0 1 9-4-0 10-8-0 I 12-0-0 l 134-0 l 14-8-0 l 16-0-0 l 17-4-0 { 18-8-0 I 1-4-020-0-0 � 21-4-0 22-8-0 3-5-171 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 b-9-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/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/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. 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(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/-PI 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 �Q,t0 PROFFss 5 NINE /' c 87022PE r 7 'oj, DREG N iC'©t(/ 11 0 I BER \v cis NP A- HE# EXPIRES:0613W2015 December 5,2014 4 0 ®8,4.081,7/33-'dedljrdes:0np anlemrsasdRE,4AiWTESOttTHISANDIQUOEDMNTEKREFFREhfzPAGENI1.7473mt1,/29/2014REDAFUSE •• Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the I•1B•e • 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 15Sautherrs Dine(SP)lumber is specified,the designdes are these affective 000/1/2411.3 iisi Truss Type Qty Ply POLYGON R43360052 PL14-403_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:03 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-nsSiQB4FON59Qpg1 stULOoV4YmCP4nLOd9fldlyCOw Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 _ J J L° _ _ _ 21 J 23 0 0 2, N O a . . . .. .. .4 19 18 17 16 15 14 13 12 11 3x4 = 1-4-0 1 2-8-0 I 40-0 54-0 i 6-8-0 i 8-0-0 i 9-4-0 i 10-8-0 111-1-8 i 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(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd 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,096E 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. (Ib)- 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(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. LOAD CASE(S) Standard ,¢El) PROpe co... � ��.. 870 2PE. tn ad - Aj, OREGO ri55 9t/ ‘POn w,SER 1� Pv" ` ,.-1 H0,4 EXPIRES:06/30/2015 December 5,2014 4 F ®Wft&,17.f'-Ve.,14 design pararw Srs gxl REAP NDTFS GM THIS 38121 21/12`ED MIT£Y 8££ERc'MI PAGE MI 1 413 ret.1125/2014 AFGREUSE Design valid for use only with Mack 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 !al is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the �jek" 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/TPI7 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If 5:outhtrn.pine{Sts)lumbar is ape6ifiria8.ctsa utalign>ealues are tlsase eri ctrvc 0G/OSfEOl S frgrMSC Job Truss Truss Type Qty Ply POLYGON R43360053 PL14-403_UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:03 2014 Page 1 I D:L2O9JJu6omRCBuYOhHV69uyFHbu-nsSiQB4FON59Qpg 1 stULOoV55mCX4nLOd9fldlyCOw_ 1 2 3 4 Scale=1:13.0 { 10 a 1 9 • . . . . . .. . . . ' 8 7 6 5 1-4-0 2-8-0 I 3-8-8 1-4-0 1-4-0 1-0-8 LOADING(psi) 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 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 3-8-8 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(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 PR 0,P? � jNEF7,9 04. 8 • 2PE 070$'4,/ R �� Pio A. EXPIRES:06/30/2015 December 5,2014 t f AWA.RMM5-Ver'(resin;aranmGrsand REAP atiLTES ONTHEE AND E, ilFESJMFTEKREFERENCEPAGEma7473rex..2/r9/2ri1BffO8Eit5E Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual budding component. �+ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'�j�� erector.Additional permanent bracing of the overall structureiMl is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/iPll 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 ft Southern Rise )lumber is specified,the deems,veLu ee are throe effective OB/01/241.3 byrMSC PI' Job Truss Truss Type Qty Ply POLYGON R43360054 PL14-403_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:04 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-F204dW5t9hD?1 zFDPa?ax?2F1 AYipDa9rp018IyCOvz Scale=1:39.8 356 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Q ' o o - 0 9 0 9 o a d o m - o 0 0 0 • 42 0 A N 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 4-0-0 540 ( 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 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 1-4-0 140 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-0 LOADING(pm) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud 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.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 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(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 > � P}��s 24tr � 4�E')NF�� so.9 8 . 2PErt- , , ``Q,, DREG© Q, ti ©' A* H1` EXPIRES:06/3W2015 December 5,2014 f e A t!EAFNT`/ -Vesal design pacer a rs uudREAD NOTES OHTHIS AM IHCLLZE0 MUD(REFEBENOE PAGE MIT 7473 rex 1129/2010Bt?O.4Fk15E: Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. MI 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 �t ' 's erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (Y1)'B1e R* 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 If Eoutfserm Piare 1SP)laanbaaa 11 spas ifitsi,the raaige u aixres ase:;hall effective 06/00/2£31.3 by ALSO Job Truss Truss Type Qty Ply POLYGON R43380055 PL14-403_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:05 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-EaTgs6Vw_Lsf7gPzIWpTDbQZat?YgtJ4T8rgByCOvy _ 0118 Scale=1:28.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 a _ -_ o of o _ _ o _ e _ _ r 31 0 d N M 29 • O o oaa e o o e o o o o -o LXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX, 28 27 26 25 24 23 22 21 20 19 18 17 16 15 I1-4-0 I 2-8-0 I 4-0-0 I 5-4-0 I 6-8-0 II 8-0-0 9-4-0 10-8-0 12-0-013-0-0 14-8-0I 16-0-0 17-3-0 1-4-01-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 I 1-4-0 I 1-4-0 1-4-0 I 1-4-0 1-4-0 I 1-3-0 LOADING(psi) 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 15 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18,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 cw0PROE co �,�c'IIVEF9 -/c) 870 2PE t,1' in 7 ' 4>,,,,OREGON I �'�S' BER \'� P4 A_ Heb EXPIRES:06130/2015 December 5,2014 4 0 A9T4Fs8Tt3-Veritydxs sparaseersaidR€,1DICT€SONMSANDi 1tOfDMIT€KR€F€P.EPKE ACE Hu 7473 mr,1,12512914 BEFOREME 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 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 BCSI Bonding Component 7777 Greenback Lane,Suite 109 Safety Information(SP) from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citms Heights,CA,95610 icSE) leSeuthe€n Pine( tunshex as specified,the design.+refuses are these edtevti aff oG/03j2013 by MSC Fr Job Truss Truss Type Qty Ply POLYGON R43360056 PL14-403_UPPER F11 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:06 2014 Page 1 ID.L209JJu6omRCBuY0hHV69uyFHbu-BQ8r2C77hITjHGPcX?120Q7b0_DFH76SJ7tPDdyCOvx Scale=1:18.4 1 2 3 4 5 6 7 8 9 20 e d N e 19 _ _ _ _ — _ _ _ I 18 17 16 15 14 13 12 11 10 140 2-8-0 440 540 6-8-0 8-0-0 1 9-40 19-9-12 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(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 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 ANSUTPI 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 foo PROr •f, ��c�50. NcI N �c1 . -37 870 2PE �„ 7 -0,,,, OREGON (15:1'444/ ., ccj SER \� ©s, R. HER EXPIRES:06/30/2015 December 5,2014 { I a w.A,in s/'-4"e.^.'?y de rgx pucrinsrers axd READ ICES CN THIS AND MaiLEDMITEKREF€515/CE PAGE MI1 7 473 x 1/2912914 BEMUSE Design valid for use only with M7ek connectors.This design is based onlyupon parameters shown,and is for an individual building component. 1111'» 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 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 Qualify Criteria,DSB-89 and BCSI BuBdtng 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 Swrattsesn Pine(SO)lumber is specified,the design tatues are effective oB/t31/EO1,3 by A SG Job Truss Truss Type Qty Ply POLYGON R43360057 PL14-403_UPPER F12 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:07 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-fdiDFY7lScbauQzo5jYHYegk_OV)OTSbXndyl3yCOvw 0-1-8 HI 1-6-0 I I 2-6-0 I Scale=1:30.0 4x4= 1.5x3= 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 0 • e 15 X 14 a < KA 12 11 10 9 1.5x3 II 4x5= 3x5= 3x5= 3x4 = I 17-3-0 I 17-3-0 Plate Offsets(X Y). ,1•Edge.0-1-8) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid 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 lncr YES WB 0.47 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012TrP12007 (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=01706,5-10=-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/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 <<-,4£D PRope,S' lara, ENS') 4'9 I��9 2P ' c‘'CI,OREGO c Q4/ 0 48ER tit 0 0- A. HE:9`. EXPI RES:06/30/2015 December 5,2014 a 0 ®)YARNI,MI-Verily r}eaign Earanxterx arr READ WITS ON THIS Ale L 5IS ED MITER REFERENCE PAGE An 1413 rea 1/2512014E 8E USE �� Design valid for use only with Mick 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�i ��* -- erector.Additional perm ,YC anent 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/TIM Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intormaifon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pint(SP)turetser is spenifiect,thenetlgn net its ere there effect ve 06,031205.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43360058 PL14-403_UPPER F13 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:08 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-8pFbTu8ODvjRWaY_eQ3W5rDtZnn9lsPImRMVH WyCOvv ti-1()-R I 2-641 I 01-8 Scale=1:41.2 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5=- 1 1 2 3 4 5 6 7 8 9 10 11 12 /i:Nf ;V NiN4 ,...../.., 70,;,„N....../ N MI 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= i 24-3-0 -- - --. - --i 24-3-0 LOADING(ps() SPACING- 1-7-3 CSI. DEFL- in (loc) 1/deft Lid 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. (Ib/size) 13=1055/0-5-4 (min.0-1-8),19=1055/Mechanical FORCES. (Ib)-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=-294/0,416=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/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 so PR Ope be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 2P1 4t y (0' "0,,, OREGO q, Qtv/ On BER ." �, ' SA. H EXPIRES:06/30/2015 December 5,2014 f f A 4fAJ1?/IM`-verity.d.ig.rarasrv5rs and READ td TES GN THIS AM MIXED MITEK REFERENCE PAGE!MILL 7473 re e 1/25/2014 BEMUSE ..' 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 #��T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BVf 1 fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Qualty Crieda,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 S:aut ere Pine$SP)lumbee is specified the design uskses are these effects a 06/S§3/201.3 6yA BC Job Truss Truss Type Qty Ply POLYGON R43360059 PL14-403_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.Fri Dec 05 09:53:09 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbuc?pzgE90_DrI8k7BC7ble312CB7CUJou?563gyyCOvu 0-1-8 H I 1-1-12 1 2-6-0 I Scale=1:41.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 a / Nl le°' N''''Stor 7 'N.% Z N''S V NN-5 a 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 24-6-4 I I 24-6-4 LOADING(psi) 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 ANSUiPI 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 �os ,GO PRQ, 4/4 17 870 2PE 4, c 7 C sr '0,), OREGON i''). .Az/ 'PC't'' ligER A.\ �� ` k HE EXPIRES::06/3012015 December 5,2014 ®WARNfM3-5asr//ydeu((n pararax rers ar.4 READ t 3 S ON THIS AM IM2titSED MIMIC REFERENCE RAGE Mfr 7473 rex 11251201$WREUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. '+ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �Te * 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 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 If Southam Fine ISP)lumber is specified,the ttesign.values ate-thine effective 16/01(1013 byALSC Job Truss Truss Type Qty Ply POLYGON R43360060 PL14-403_UPPER F15 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:09 2014 Page 1 ID:L2O9JJu6omRCBuYOhIiV69uyFHHbu-c?pzgE90_Drl8k7BC7ble314iBE1 UUiu?563gyyCOvu 1.5x3 ii 0-10-8 1 2 3x4 = 3 Scale=1:13.0 ■ /IM ■ 1, 7 1111 1.5x3= 1.5x3= ,, aVA `� 6 rmimmimmummummummilum 5 P 3x4= 3x4 0-1 3-9-0 3-7-8 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid 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.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=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 Q,Eo PR QFFss �G( 4 ✓off 87022PE cvs N OREGC) ti�QOM 0 ' 8ER 4° A. HP EXPIRES:06/3012015 December 5,2014 a l ANXM3-%ser,'ffde_e*Famine tri and READ f'Ass'SCNTHIS ANC Drum Kra FlEFEtEMEPAGE mu7473;er.1/25/2010 BECAME Design valid for use only with Mick 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 - ! i �+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Composed, 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 Seothare Pine OP).iambs,'is specified,tine daaign:ualues are these affective 06/G1120:1..3 by AMSC Job Truss Truss Type Oty Ply POLYGON R43360061 PL14-403_UPPER F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:10 2014 Page 1 I D:L2O9JJu6omRCBuYOhHV69uyFHbu-4C NMuaAelXz9Iu iNmr6_AGI D8bTm Dmo2ElrcMOyCOvt P-9-41 2-6-0 1 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 II 1 2 3 4 5 6 7 8 9 10 11 12 ! 4 N. e e .NN,o -A-- _ 8 .0••••••„ NN, 7, 7, 7, Ns. o 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4 =- I I 23-11-4 I 23-11-4 Plate Offsets WO— [19:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl lid 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. (Ib/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=-308/0,416=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 �'OD PROF" 4 870 2PE 04 7 �'aj,OREGO tar 'P 3 s, AHER P EXPIRES:06/30/2015 December 5,2014 1 f ®KARt1M5-Verity designgarare rsaorfREAD WITS ONMIS AND mama!?d17€SREFERENCE-PAGE.Mu7473me1/2//2/149 RUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and B for an individual building component. id 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 ony.Additional temporary bracing to insure stability during construction is the resporuibillity of the .. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdleda,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 itStaixrratrc Pine(Sal harbor is ct*ed,the design.uatsxes are:tlsnseel3&stive gO5Txa13 by Aire Job Truss Truss Type Qty Ply POLYGON R43360062 PL14-403_UPPER F17 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:11 2014 Page 1 ID:L2O9JJu6omRCBuYOhH V69uyFHbu-YOxk5wBG Wg50N2HZKYdDj UrLR?r9yK3BSPbAuryCOvs 0-1-8 12 1 2-5-8 I 2-6-0 I Scale=127.9 3x4 I I 1.5x3 II 1.5x3= 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 56 7 8 il.eek a - 5 r m 1J 0 0 N CXR V V V �- 4 13 f11 10 i 1.5x3 I I 3x5= 3x5= 3x4= 3x6= 0-7-4 t5-5-11221 �I'5-1215-12 I 16-0-12 1 15-5-8 0-1-8 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud 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/TP12007 (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. (Ib/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) Standardt.0 PROpe 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4' S Uniform Loads(plf) .o , GiN4.- -,0 Vert:9-13=-8,1-8=-80 �? i9 Concentrated Loads(Ib) 4 87022PE 1-- Vert:1=-400(F) N tv /y 4).,>, OREG N of' _Ili A,. H EXPIRES:06130/2015 December 5,2014 li AWAJ1NTM3-Verily designpansmv€clsanti READN21ESONTHIS Ale IAA'31555/NfEKREFE.REfi PASS NIT.7473rric1,/2512014B-MEUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mi erector.Additional pertek° 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 SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Cirrus Heights,CA,95610 if kouthe€t Pi,-,elS,P)benlbar isn ecl6e the design values are theta effective 05101/201.3 toy ALSO Job Truss Truss Type Qty Ply POLYGON R43360063 PL14-403_UPPER F18 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:11 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-YOxk5wBGWg50N2HZKYdDjUrQh?u4yKEBSPbAuryCOvs 1-7-0 I I 2-3-0 °-1-113 Scale=1:19.4 1.5x3 II 1.5x3= 1.5x3 I I 3x4= 1.5x3 II 3x4 = 1.5x3= 3x4 1 2 3 4 5 6 12 11 10V 9 8 7� 3x5= 3x5= 1.5x3 II 3x4= 11-2-8 11-2-8 LOADING(pst) SPACING- 1-7-3 CSI. DEFL- in (lac) 1/deft L/d 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/TPI2007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 ��R- PR AGINE /029 870 2P < to 04 y A),OREG N f' 4/ A. He EXPIRES:06/30/2015 December 5,2014 c e ®WARNIfS Nue),desIgn paaw.ters 3:1,1 READ TES ON TATS AND INCLUDED H!1E'REFERENCE PAGE Ka 1473 mc 1/19/2014 O£?MEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. N+ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the - - MiTek. R* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYt 1 IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII 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. Cams Heights,CA,95610 If Southern,Pine Bim}lumber to ratified,the designs smisres anectwseeffective 06/01/2033byALfiC Job Truss Truss Type Qty Ply POLYGON R43360064 PL14-403 UPPER F19 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:53:12 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-OaV6IGBuH8Dt?BsmtG8SFhNaFP9LhhOLh3KJQHyCOvr 0-1-8 HI 1-7-8 i I 280 I 0148 Scale=1:38.2 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x6= 2 3 4 5 6 7 8 9 10 11 °.. e a e m e -e "INN 2 a a 22r V 7 NN, 7 7... a a 1 ifo m o c `-` 21 IPA Alif ISSI 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= I 22-7-8 I 22-7-8 Plate Offsets(X.Y1 [1:Edge.0-1-8J. LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.17 14-15 >999 480 MT20 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 Incr 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/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 ctoPROpe co kA6 /0 444 870 2PE N 04 7 'v',A� OREGON q, X11/ 0 fi4EER \\ �' SA. HER . . EXPIRES:06/30/2015 December 5,2014 4 / ®KFLRFtf4a-Sleet l!tel avaramwt rs sd REME'ON THIS ARV DOZED NITER?,EFER€MrIPAGE(4717473 roc 1,115/2O14!EWE USE 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 individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Bj i�$�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1X8 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 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 If Southern Pine Ma)Psosstser is specified,the design eslues ere those srit€ectave 08/133/2013&y AMSC Job Truss Truss Type Qty Ply POLYGON R43350065 PL14403_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.Fri Dec 05 09:53:14 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-yzdsjxD8plTbEV08?hAwL6SxmCtE9eDd8NpgV9yCOvp 10-9-41 9-6-0 I 0.48 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 I 14x4 = 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 % e ., 20 a 19 18 17 16 15 14 13 4x6= 3x6 = 3x6 FP= 3x5= 3x5= 3x5= 3x10= I 24-6-4 I 24-6-4 Plate Offsets(X Yl— [1'Edge.0-1-8].112:0-2-0,Edge],[20:0-1-8.0-1-8].(21:0-1-8.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl 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 038 Vert(TL) -0.24 15-16 >999 360 BCLL 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. (Ib)-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=-1064/0,45=-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) Standard EQ PROF-E. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '' r� Uniform Loads(pIf) �Ca� t,61144. C f© Vert:1319=-5,1-12=-50 �C? ` i, Concentrated Loads(Ib) 8 # 2PE 1-- Vert:12=-1129(B) yN / !V -0), OREGO ( ,44 '"P 4"111BER 4i'" Pry A. Heb EXPIRES:06/30/2015 December 5,2014 t e ®tMt.NTht3-Ventyde_=igmpaammtirxamxt READ 107ESONTH:SAASMIMED MIRKR.€FETFMiPAGEfI57473;ca#/a3/2k14BERVEME Design valid for use only with Mild,connectors.This design is based only upon parameters shown,and is for an individual building component. ,x 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 fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/TPI1 Quaily Cr Leda,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 Smythe-re Pine ISP)Ium)xa is specified,.the desige values a€e:xtrose effective 06/00/203 3 by MSC Job Truss Truss Type Qty Ply POLYGON R43360066 PL14-403_UPPER F23 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:14 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-yzdsjxDBplTbEV08?hAwL6Sz8Cy5915d8NpgV9yCOvp Scale=1:17.5 1 2 3 4 5 6 7 8 9 o ` o 0 0 - L0 0 0 0 a N 0 0 o- o o F O o o -o 18 17 16 15 14 13 12 11 10 1 10-7-8 I 10-7-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft ltd 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/TPI2007 (Matrix) Weight:50 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 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. (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 144 1- 870 2PE / 5.y � N -,,, OREGON tl� A. HErs EXPIRES:06/30/2015 December 5,2014 y t ®it6A.,57 3.Vc(/f u'eAign rxranx€ers a)WAS 10 TES ON THIS AND MIMED MTTE?f REFERENCE PAGE#32 7413 ri a.1/20/2L14BUMF 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 B the responsibillity of the #'T� * erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (YB 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 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Sauthern Pine op).lsanttat r is spat-Med,the adeeign:values are those re kentle a o61e3/201 B by ABC Job Truss Truss Type Qty Ply POLYGON R43360067 PL74-403_UPPER F25 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:15 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-Q9AFxHEna3bSsfbKZOh9tK?SZcBCu3GnN1ZN1cyCOvo 1 1-5-0 ]1 2-6-0 Scale=1:38.7 1.5x3 I I 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 8 9 10 11 fA - - e e o " e 0 A N B -N. 7 4IN 7 e e 9 18 17 16 15 14 13 12 1.5x3 I I 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= I 22-2-0 I 22-2-0 Plate Offsets(X.Y)— [1:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft 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 IBC20121TP12007 (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. (Ib/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=-766/0,34=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=-440/0,3-15=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 �,Q0 PRQ ' 87022PE t- 7 A6i, OREG N ,Z©Q� A. HER EXPIRES:06/3012015 December 5,2014 $ r A WAFNIP4-Vrr:/f design parameers and READ I0 TES C-$/TICS ANL 1811€550 MTV(REFERENCE PAGE MI7473 mc 1125/2614 BE,C78 FUSE0..... 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 mtheiTek+ 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 BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Cams Heights,CA,95610 If 5orutharra Pise1SP)tauntaee is acetified,dm design vetoes arethose effective 06/o5flO13 byA SC Job Truss Truss Type Qty Ply POLYGON R43360068 PL14-403_UPPER F26 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:15 2014 Page I ID:L2O9JJu6omRCBuYOhHV69uyFHbu-O9AFxHEna3bSsfbKZOh9tK?66cHVuCOnN1ZN1cyCOvo 1.5xi II 2-1-4 I 2' _______T.Ifiix3 I I 1 2 3x4= 3 Scale=1:12.9 J L 5 4 3x4 = 3x4=- 0r1-8 0(1-gi 4-10-4 0.1-8 4-8-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid 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 IBC2012TTP12007 (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 or4-10-4 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 CEO PR ores 870 2PE (..ncv mA OREGC1 :,:i �/9c, ' ER \"h �'. A. H EXPIRES:06/30/2015 December 5,2014 i 1 ®W4,8L,a-Veer des*pramgusand READ'DIES 0NTHIS AND If/2LZE4MI EKR'FERE#NCEPAGE&II-7473meIf23120:b BEcaffME. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. l 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 stabirity 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 QualBy Criteria,DSB-89 and SCSI 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 If 5oartNerrs Pine ISP).turetree is spertifted,Mrs zra Beer%flumes a/rz Mate ef€c r lok/acxs.3 byALEC Job Truss Truss Type Qty Ply POLYGON R43360069 PL14-403_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.Fri Dec 05 09:53:16 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-vMkd8dEPLNkJTp9X65DOQXYFNOWIdUcwchlxZ2yCOvn 1-3-4 2-6-0 Scale=1:42.8 1.5x3 II 4x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4=3x6 FP=1.5x3 I I 4x5= 1.5x3 I 1 2 3 4 5 6 7 8 9 10 11 12 9 A..N. 9 issN9..7 d 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5= 3x5= 5x6= 3x4= 1.5x3 SP= 24-6-4 I 24-6-4 LOADING(pot) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 lncr YES WB 0.73 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=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 PRQE 87022PEry e�'o„,, OREGO qa Q� C' 4/8 ER ,. Al. HEWN EXPIRES:06/3012015 December 5,2014 A yrARMI, -Way design parameters aid READ a 115 ON IRIS AND 11111011 MIMEK REFERENCE M 141I 7 473 res.T/14J2[I49Ls..df£t/SE _ Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 'T, '+^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 K fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,056-89 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 teSauthernPine(SP)lurrsber is specified,the design values are these effective OGftbSJ2O1.8 isyMSC Job Truss Truss Type Qty Ply POLYGON R43360070 PL14-403_UPPER F40 FLOOR SUPPORTED GABL 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:17 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-NY17MzF15gs95zlggpkdyl4UwQzsM6K4rL2U6UyCOvm I 1-0-8 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 ... _....\\ — 0 0 r. • • 1.5x3 I I 3x4= I r r 1-3-8 0-i'3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL, in (loc) 1/deft lid 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. (Ib/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/I-Pi 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 (AO PRO/ GINE �S1.'" '87022PE v' S , NI 7 �p>, OREG*N e10.40 "PC10:4l s ..R \\ v, . SA HeR EXPIRES:06/30/2015 December 5,2014 i I ® RN7;1J.4erf'p det4a parameters and REAL r/-TES OH MS Me MIXED Mar REFERENCE PAGE/4117 473 i1_c 1/24/2010 BEMUSE 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 4 responsibility of building designer-not truss designer.Bracing shown il is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the R�wTe�* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fM6 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify 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 Southern Pine ISP)tumtaea it specified,Me design:esrtues me these effective O6/0S/2013 by ALSO Job Truss Truss Type Qty Ply POLYGON R43360071 PL14-403_UPPER F41 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:5317 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-NYI?MzF15gs95zkjgpkdyl4U?QztM6K4rL2U6UyCOvm I 0-11-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 0 0 N N r 4 �♦.'r ', u�♦�••i\\ 1.5x3 II 3x4= 01-0 1-2-4 045-3 1-2-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft L/d 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: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. (lb/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 <<„Rt.D PROpes. 87022PE ` N �' gREG ©�U $f\o� : \\‘.4,45;4: ��4 A. HSP EXPIRES:06/30/2015 December 5,2014 e, e A PAWNS Near rtesign paaammrs ani READ W TES Ota THIS AND It&2.tf0ED MUM REFERElia PAGE mu.7 473 me.1,125/2014 BEMUSE 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 NI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTele R* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualtly 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 ft Southern Pine(SP)aarmher is specified,ma assign values are those effect:hie 01.101/2033 b+yABC Job Truss Truss Type Qty Ply POLYGON R43360072 PL14-403_UPPER F42 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:53:17 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-NYI?MzF15gs95zkjgpkdyl4UPQzpM6K4rL2U6UyCOvm 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 4 N • 1.5x3 II 3x4= 0-0i-0 1-9-4 I o- 1-9-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid 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. (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/IPI 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 4,tD PRQj $ • 2PE Ir"` f - N ,�+ N �Al, OREGO rye,Q 160:1$ER1\ Pr EXPIRES:06/30/2015 December 5,2014 r r ®INAANY3-Veef rfest1nparameresaSdREAPAOIES0NTfHIS. Mita MIJ€KREFRENLTPAGE till.7473rex /Ii/2/14BEM USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and'a for an individual building component. �A 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 Mile"(tj- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding {Yi fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPI tarazeer is sppexifuest.the-siesta tratues are those e4?astitre 06/01/201.3 by AiSC Job Truss Truss Type Qty Ply POLYGON R43360073 PL14-403_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.Fd Dec 05 09:53:18 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-rksNZJGfs_Oj6JvEWFsVydfxpJ75ZaD3?n1 exyCOvl 1.5x3 II 4x4= 2 Scale=1:13.3 4 3 1.5x3 II 4x4= o1-0 0-11-0 0-0i-2 0-11-0 Plate Offsets(X Y)— [1:Edge.0-1-8].[3:Edge.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL- in (lac) I/deft Ud 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/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 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 FRQFe iNE 6'61 87022PE �C 04 CV‘ ' OREG hl ria X14 6' a. Hec* • • EXPIRES:06/3W2015 • December 5,2014 � 1 ®WAIWTh3 Ve fydearrupaamefgrsant A ESONTHISAND MIMEDMIRK REFE!(E Pick MI7473mg,.125/2014BEMUSE Design valid for use only with Mick 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. 'R is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the By( ' - 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 QuaMy Criteria,DSB-89 and 8CSI 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 PF Swuthern.Piave lsp)lumber is:sfsacified,the design values aretiseseeffective 0G/O212023 by MSC Job Truss Truss Type Qty Ply POLYGON R43360074 PL14-403_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:18 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-rksNZJGfs_0j6JvE WFsVydfgpJ65ZaD3?n1 exyCOvl 0-10-0 1.5x3 I I 1 3x4= 2 Scale=1:13.2 4 71r • - o 1.5x3 11 3x4= 110 00 2 1-1-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 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 .Rcp PR OFFS 87022PE "oix OREGO c /1/ <04 EXPIRES:06/30/2015 December 5,2014 4 A gAFSNI7IJ-Ver/fir design paarrmers ai£:i REAP Pr TES Q4 THUS MIXED HflEK REFERS/KE PAGE Mil.7 473 re c 1123120 14 PEONDISE 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 �L{ 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 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 tutu ugxherc rise(SP)lumber is specified,the sign values are these ectave 05/O1/2O13 by MSC Job Truss Truss Type Qty Ply POLYGON R43360075 PL14-403_UPPER F45 FLOOR SUPPORTED GABL 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:19 2014 Page 1 I D:L2O9JJu6om RCBuYOhHV69uyFHbu-JxQImfHHdl6tKGu6oEm52AAgDDfJgOgM lfXbANyCOvk 1-3-0 1.5x3 I I 3x4= 2 Scale=1:13.2 ' o ' o N .♦♦•.......♦.•♦... ..... .... 1.5x3 I I 3x4= 04.4 1--0 180 LOADING(pst) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid 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/rP12007 (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. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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/TM 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 � >Gp PROi't 8 $ 2PE '6)„ OREGfl rye Q40 6' A- HE EXPIRES:06/30/2015 December 5,2014 A*mix..yew design paramemru and READ f M'S CM THIS AM 7M.2(/Z ED MrT€K REFE.€M f PAGE MT 7473 rr c 1/1/28iote s8ElISE Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. �f 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 MiTele erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BMi fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quaitty Criteria,DSB-89 and BCSI Building Component nn 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 S.trottsfum.Pine Wadley is specified,the design vetues arethose aimmcttue 06/41/201.3 byALSC Job Truss Truss Type Qty Ply POLYGON R43380076 PL14-403_UPPER F47 FLOOR SUPPORTED GABL 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:19 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-JxQ ImfH Hd16tKGu6oEm52AAgpDfNgOgM ItXbANyCOvk 7x10 II 1 2 Scale=1:13.3 4 3 7x10 I I 0-7-4 0-}4 0-7-4 Plate Offsets(X.Y)— [1•Edge.0-1-8].[4:Edge.0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.00 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 10.0 Code IBC2012/TP12007 (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=14/0-7-8 (min.0-1-8),3=14/0-7-8 (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 PR are 15> „ 870 2PE )5. 1 r "3,), OREGON ti� � ` 13ER i\ C)S a. H EXPIRES:06/30/2015 December 5,2014 4 e AWA4ti1;%..Vru/tpdes)n;arArne rsxirrREAPioIESO:NIMSAM)MOM NUPE'cEFEPEPATPAGE Mil 2413;cm1/2§/20% BETADISE 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 1111 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 perrnanent 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 Qualtiy Cdteda,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 f#Snuthesn Pine ISP.}4umm+sa is specatbrd,tree design enlucs are tihos.e eMestive 06/OS/2G15 tayASSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 13 " 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. I Damage or Personal Injury E = Dimensions are in ft-in-sixteenths. illb‘,. Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS 1 „ 2. Truss bracing must be designed by an engineer.For 0'/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 1U11111 p bracing should be considered. I ipO 3. Never exceethe ign loading shown never �� stack materials on inadequately desbraced trussesa . O 4. Provide copiesd of this truss design to the buildingnd For 4 x 2 orientation,locate c7-8 cs cs a designer,erection supervisor,property owner and plates 0 'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 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 i� IPIndicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of the by AWC in the 2005/2012 NDS 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, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekOO All Rights Reserved approval of an engineer. ■1111111reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable _ environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone IIIIs not sufficient. DSB-89: Design Standard for Bracing. lFe t(il BCSI: Building Component Safety Information, IIkI/I 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling, 1 ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013