Loading...
Plans (25) '*". 4/i 6 7)z4S---06).L6-2 Mill MIN ri i:--..4 , .4 ' - i 9 '" '''''' ' DEC 2, 1 2045 Cf-i Y ' Y: '; / MiTeV° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 4-403 UPPER Fax 916/676-1909 4-403_ UPPER The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision Nil 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ntp PR Opt 4\((-1‘ 6:9 ‘.3 sNAGIN E cl. ill 2PE .., , • <IZ‘ - N 7 "aix,OREGON ft? 41 1. kIti AN \P CIO BER t.1V'' & ck. A. HE EXPIRES:06/30/2015 December 5,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Pty POLYGON R43360047 PL74-403_UPPER F01 FLOOR GIRDER 17l.lI.MMl.l.MlM.I.11MllMlIIMMIMIMllM.M.IMlIlM. lmIulIlIlIl . m' ''. ' m' —.1 Job Reference(optional) Pacific Lumber E Truss Co., Lake Oswego,Oregon 7.530 s JW 11 2014 MTek Industries,Inc.Fri Dec OS 09:5258 2014 Page 1 ID:1209JJu6omRCBuYOhH V69uyFHbul�ufpMil6arSsJ2n33KuAhloBrnlUbPTSHTuxySyCOw3 3x6 1I 134 34 6 II 1�'0 13x811 1 6 2 7 3 Stale=1:13.1 4 , Il 5 46x6_ 618= I 3-3-4 3-3-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 5 ""' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.23 Horz(TL) 0.00 4 n/a n/a Weight 31 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) 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)-Mau 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(pfl) Vert:4-5=-5,1-3=50 ��ED RRO F� Concentrated Loads(lb) �CO� � )�E� �lQ Vert:6=1007(F)7=-1007(F) r. cc $ S 2PE �� to CV 7.5. A),:©REGO: fp. 4N 'O. 41BER1� EXPIRES:06/30/2015 December 5,2014 4 A ® Are 1ydesig pparamcenacrdREAD(4 ES ON INTl AND €OHf1EKREFEREM MGEHUE7413ren1123/2014BER€UlE Design valid for use only with Mpek connectors.Mss design is based only upon parameters shown.and is for an indvidual budding component. Appliicabitty of design parameters and proper incorporation of component is responstdlity 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 bung designer.For general guidance regarding 7777 Greenback Larne,Suite 109 fabrication,quality control storage,detvery,erection and bracing,consult ANSI/1PI1 QuaMy Cdtedo,051-89 and SCSI Suilding Component Safety *SouthernInformation Pinenjva K from R Truss Plate the-dodge 781ktN. arE Street, Suite es9ecdee .Alexandria bpMSC 4. Citrus Heights,CA,95510 Job Truss (Truss Type Oty 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:L209JJu6omRCBuYOhHV69uyFHbu-u4DBap1 kLBajxCMGd1 PPEyLE?9N8rOQYhXUXyCOw2 1 1-2-0 1 1-9-0 I Scale=1:26.3 2x4 I I 5x10 = 1.5x4 I I 3x4= 1.5x4 II 3x4= 1.5x4 I I 5x10= 3x4 I I 1 2 15 3 16 17 18 4 19 20 5 21 226 23 7 24 25 8 26 9 B I I f l 0 0 d e e e- I ,, i • 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= I 14-10-8 I 14-10-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.18 12 >977 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 12 >620 360 MT2OHS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.09 10 n/a n/a BCDL 5.0 Code IBC2012/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 puffins, 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 ,��cD P R QF- S 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 \ GINE fi •/, 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 9 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, 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 87022PE 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. LOAD CASE(S) Standard ,. ,N lar 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,,1�'�1,• tORE{a N 11,, 4/Uniform Loads(plf) Vert 10-14=-5,1-9=50 r0 s'1BER .0 _� �Q Concentrated Loads(lb) � A. HER Vert:9=1027(F)8=1027(F)7-114(6)60-114(B)5=-114(B)3=-1033(F)2=1147(F=-1033,B=114)15=-114(6)16=637(F) 17=114(B)18=1007(F)19=114(B)200_1007(F)21=-637(F)22=1027(F)23=1027(F)24=1027(F)25=114(B)26=114(B) EXPIRES:05/3012015 December 5,2014 I f A IfARNI#J-Vc.�lydesip;arametErs sod READ f.IES GN THISANDIM3140 1417U REFSENCE PAGE tf171473 it e I/29/201EP.HOREU. Design valid for use only with MOek connectors.This design is based only upon parameters shown,and is for an individual buldkg component. 101. ApplicabSrfy of design parameters and proper incorporation of component is responsiblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to enure stability during construction is the responsibility of the MiTek` erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consul, ANSI/TPit Quaely Criteria,DSI-89 and ICS(Building Component 7777 Greenback Lane,Suite 109 Safely Information avaloble from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria.VA 22314. Heights,hts,CA,95610 IfSesrtfsern finelSa)iumb•r is�cified,the design.%WOES are there eesiiee 06f01/2013 byAMSC Q Job Truss Truss Type Qty Ply POLYGON 843360049 PL14-403 UPPER F03 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon7.530 s Jul 11 2014 MTek Industries.Inc.Fri Dec 05 09:52:59 2014 Page 1 ID:L2C 9JJu6omRCBuYOhH V69uyFHbu-u4DBap1 kLBajxCMGd1 PPEyLOp9ga13ztQiYhXUXyCOw2 I 1-6-4 1 I5x3 II 1 3x4 = 2 Scale=1:13.2 L 4 7 4 3 1.5x3 II 354= I 1-9-4 I 1-9-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (lac) 1/defl LA 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 Weight:13 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) 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/se) 4=45/Mechanical,3=45/Mechanical FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard c51/4tD PSR OFFss, �tyG 'c9• O 87022PE T" y ft: t-REGI ti� 1 A. HER EXPIRES:06/30/2015 December 5,2014 1 // AN'AstNDC-yen rdesgnparameters six(REAP+WJIFSONTHISAM i7ItI(SEONITER REFEREMTPAGEMfb7473ms1/25/2t149EflEtr' Design valid for use only with Mfrs* Th ek connectois design is based only upon parameters shown,and s for an individual budding component. Applicability of design parameters and proper incorporation of component is responsblly 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 (�iTek" erector.Additional permanent bracing of the overall structure is the responsblity of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing.consult ANSI/1P11 Quality Wade,059-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 ISafely['domed/on avalable from Truss Plate Institute.fSauifdern trine kikins/rris specified.the.design 7eahcet aret8sose ettacctoee 0140312/1113 by 14. Citrus Heights.CA.95610 Job TrussTruss Type Oty Ply POLYGON R43380050 PL14-403_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:53:00 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbu-NHman92M6SjaaxSAkwemAtXdZ33t IEZwBO40zyCOw1 11-08 11 2-0-0 1 Scale=1:37.9 354= 556= 1.553 I I 4x4= 1.5x3 II 3x4= 1.5x3 Il 3x4= 1.5x3 I I 3x6 FP= 1.5x3 ll 4x5= 3x4 II 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 °/_\: x 1 z N°z \ 1_z_\71 , B /., O O 21 20 19 18 17 16 15 14 3x4 11 5x5= 4x6= 3x6 FP= 3x5= 3x5= 4x6= 3x6= 1.5x3 SP= I 22-2-0 22-2-0 1 Plate Offsets(XV)- [1:Edae 0-1-61 [21•Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) L/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.16 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 BCLL 0.0 Rep Stress Inc: 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. (lb)-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=615/0,34=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, 3-19e0/885,3-20=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 c[) PR©p 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) IN4,•!"" 1•9/0. Vert:14-21=-8,1-13=80 • �N(a - Concentrated Loads(lb) 17r. Vert:22=5(B)23=-5(B) $70 2P'E yttIk N A.,,,©REG N q� +v'p�'LjBE,R 1\ P� ' q He EXPIRES:06/3W2015 December 5,2014 A WARNXf/0-Ver/f desiga;aramorss and READ?CMS ON WS AND MIMED N FFKREFEREf9'PAGE ma 7473 ser 1/25/2OI4BMW IIEZ Design valid for use only with Tc ek connectors.This design based only upon parameters shown,and is for on individual butding component. Appticabihty of design parameters and proper incorporation of component is responnblity of building designer-not truss designer.Bracing shown /111 . M is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsbTity of the building designer.For general guidance regardng MiTek" fabrication,quality control storage,delvery,erection and tracing,consult ANSI/1PII Qualify Cdleda,051-89 and BCSI Budding Component 7777 Greenback Lane,Suite 109 Safety Information makable from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine t5plhaabeeksp cified,the design Woes arethose effective 06/01/2023 byACSC Job Truss Truss Type Oty Ply POLYGON R43360051 PL14-403_UPPER F06 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 09:53:02 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbU JfuKCr4de3zlof5r19z6razwNNsHLK5s0WBSsyCf:w? 0-pi-8 Scale=1:38.6 3x6 FP-.- 1 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 e s s e e e I I I e e e e g - 9 °� e e 9_ 42 _ E 4 R - 4 e A - d 4 e e 4 a - - 41 r 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 1 2-8-0 1 4-60 I 54.0 1 8-8-0 1 8.0.0 1 9-40 1 10-8-0 1 12-0-0 1 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 5.12( 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 14-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4.0 1-4-0 9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) 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(J L) 0.00 21 n/a n/a Weight:110 lb FT=0%F,0%E BCDL 5.0 Code IBC2012ITPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-5-12. (lb)- 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.CompiMax.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 �,�,`E0 PROpe �� $70.22PE 9e 7'4 OREG N �s iii & EXPIRES:O6/3e 5 December 5,2014 4 0 IFkRHL`7J-Yer3f design parameters usd READ 107ES ON MS MUM M77EK REFRIFNCF t14 s MU 7473 res 129/2i117008E SE Design valid for use only with MTek connectors.This design is based only upon parameters shown and s for an indvidual buldingcomponent. Applicability of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure slabldy during construction is the responsibility of the Mil-el( erector.Additional permanent bracing of the overallstructure is the resporntbiity of the bolding designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/T111 Quality Criteria,DSI-89 and SCSI building Component 7777 Greenback Lane,Suite 109 HS�wtisl information nirst('.Sp availablet from �'rss��.781N.Lee t,Succtive120E/0143 byA 22314. Citrus Heights,CA.95610 Job Truss (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 stULOoV4YmCP4nL0d9fldlyCOw CY-fI Seale=1:18.4 1 2 3 1: 1 , 6 7 8• _ ._ _ _ _ _ _ 20 22 Yn . . . V 9 I 19 18 17 16 15 14 13 12 11 3x4 = I 1-4-0 I 2-8-0 I 4-0-0 540 I 13-8-0 I 8-0-0 I 9-4-0 I 10-8-0 111-18 i 1-4-0 1-4-0 1-4-0 1-4-0 140 1-4-0 1-4-0 1-4-0 0-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF 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(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 QED PROP, ..la',I MFR.cSio `� 870 2P'E >c -7 �Aj,.OREGO q4 AO . A- HERS EXPIRES:06/30/2015 December 5,2014 4 1 ®KgJtj/1n45-t/er.7fdesign parameters and READ MIESONlHSAMDMIMED M€7€KRc€FE8ftTMEMIT 1473mc1/15/2018BEMUSE Design valid for use only with Mirek 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 6 responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■A/�T erector.Additional permanent bracing of the overall structure is the responsbelty of the budding designer.For general guidance regardiIYIng I Eek' fabrication,qualify control,storage.delivery.erection and bracing,consult ANSI/79I1 Quality Criteria,DSI-89 and ICS(Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA 22314. Citrus Heights,CA,95610 lfSouthenn (SP}Iscr it spewed,the design uatunwS are:thase effective 06/03/24513 byALW Job Truss Truss Type Qty Ply POLYGON - R43360053 PL14-403_UPPER PO8 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:L209JJu6omRCBuYOhHV69uyFHbu-nsSiQ64FON59Qpg1 stULOoV55mCX4nLOd9fIdlyCDw_ i4 1 2 3 4 Scale=1:13.0 10 4 — — — —/— 9 a 7 6 5 I 1-40 I 2-8-0 1 3-8-8 I 1-4-0 1-4-0 1-0-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (lac) 1/defl 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 Inc: YES WB 0.03 Horz(TL) 0.00 5 n/a n/a Weight:21 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/fP12007 (Matrix) 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 'SCC- PR OFE6. cc 8 • 2PE y Aj,:OREGO ti� III Ctrs. 1$E`R.`�, Pte EXPIRES:06/30/2015 December 5,2014 I . A WARMff+G-Ver3ydello parameters sod RHEA/G IES OH THIS ANC MUM HIM REFERERCE PAGE I&7 7473 res 1/15/20141 1& N Design valid for use only with Mnek connectors.This design is based only upon parameters shown.and is for an Individual buldrng component. IIII• ApplicabiTdy of design parameters and proper incorporation of component is responsiuiirty 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 responsibillrrty of the MiTek" erector.Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding fabrication.quality control storage.delivery,erection and bracing,consult ANSI/TPIl Qualy Criteria.DSI-89 and ICSI Building Component 7777 Greenback Lane,Suite 109 Safety rn (' avadable is m ci8ert Institute.i781anstbStreet,tinction Alexandria,VA 22314. Citrus Heights,CA,95610 Job Truss Truss TypeOry Ply POLYGON R43360054 4 PL1403_UPPFR F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fd Dec OS 09:53:04 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-F204dV45t9hD?12FDPa?ax?2F1 AYipDa9rp0181yCOvz °1k8 Scale=1:39.8 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 9 g g g g 1 d I d I I g- a ..lire I e s e ` a 42 d N a e p 4 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 1 2-8-0 1 4-0-0 1 54-0 1 6-8-0 1 8-0-0 i 9-4-0 i 10-8-0 1 12-0-0 i 13-4-0 114-80 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 1 24-3-0 1 1-4-0 14-0 1.4.0 1-4-0 14-0 140- 14-0 1-40_ 14-0 140- 1-40 14.0 14-0 14-0 1-4-0 1-4-0 1-4-0 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udefl Lid 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(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 Gco clED P.R OF es � 1NE i40 ,� s- 8 s 2PE ��' � y-�Aj,.OREGO 1_ 4// 0048ER -° .P�( . SA. HE EXPIRES:06/30/2015 December 5,2014 t f A WARNLME-Ver/ydesga parametrrs sad READ IMES ON THIS AND/M'106E0 MIR'REFERENCE ACE KU-7413 rev.111512C4EIETIREIEE ma* 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 hill 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 Qualtiy C.Aerla,DSI-89 and ICS!Betiding 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 Pdne[SF)lumber is ised.me� , g design avenge effective 06/O3pn13 by sC • Job Truss Truss Type Qty PlyPOLYGON R43360055 - PLI4-403 UPPER F10 GABLE 1 1 Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:05 2014 Page 1 Pacific Lumber 6 Truss Co., Lake Oswego,Oregon (D:1209JJu6omRCBuYOhHV69uyFHbujEaTgs6Vw_Lsf7gP21WpTDbQ7.at7YgU4T8rgByCOvy 0-l8 Scale=1:28.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 30 e °. t ° e -e _ _ _ e n e e e e • Q XXXXXXXXXXXXXXXXXyXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXxxxxxxxxxxxx., 28 27 26 25 24 23 22 21 20 19 18 17 16 15 I 1-4-0 2-8-0 I 4-0.0 I 540 I 6-8-0 8-0-0 9-4-0 I 10-8-0 I 12-0-0 I 134-0 I 14-8-0 16-0-0 I 17-3-0 I 1-4-0 1-4-0 1-4-0 1-4-0 140 1-40 1-4.0 1-4-0 140 140 1-4-0 1-4-0 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (Ioc) Udefl 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 Inc: YES WB 0.03 Horz(TL) 0.00 15 n/a n/a Weight:81 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 17-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��V P.Rape� 5� tNE svo .870 2PE �9t• LD 75. tO '0,1,.OREGO: ti�P OntO BER Q, • SA H � EXPIRES:06/30/2015 December 5,2014 1 ®lfi'AltNIMI-Wsa- isp" des aramefirsand READ fi0WESON7USEAM MIXED KIM(EEFEREMJ PAGE H7b7473serJ/29/2824 DEMME 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 bulking designer-not truss designer.Bracing shown OilT is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mi EekR erector.Additional permanent bracing of the overall structure is the responsblify of the building designer.For general guidance regarding fabrication,quality control storage,delvery,erection and bracing,consult ANS1/lP11 Quality Cdteda.DSB-89 and ICSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.� 781 14.values� aeeStreet,Suite3effectisie 12 Alexandria. �22314. Citrus Heights,CA,95610 ,PSauthemPkfe t�kanban is spactlieeL Job Truss Truss Type aly Ply POLYGON R43360056 PL14-403_UPPER Fl I 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 I ID:L209JJu6omRCBuYOhHV69uyFHbu-B082C77hIT)HGPcX?12007b0_DFH76SJ7tPDdyCOvx Scale=1:18.4 1 2 3 4 5 6 7 8 9 20 2 • - - ti _ _ , 18 17 16 15 14 13 12 11 10 10 1 2-8-0 4-0-0 I 540 1 6-8-0 1 8-0-0 9-4-0 19.9-12 4I 1-4-0 1-4-0 140 140 1d0 1-4-0 1-4-0 0-5-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl 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 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. (lb)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ;5Np`ED PROf� s 0NGINE��p ��' . 870 2PE /14, r' y 'o�;:OREGON tip �N .00�' BEI 4\ P�Q SA. HERS EXPIRES:06/30/2015 December 5,2014 4 4 ®WARP/1(4-yew design;asametrsandR€AP8CSFS57/TffgAND11IE€&H77€KR€FEF.E!L"€I Nf67473set t//5/2td4BL 9€UUSE 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 builds g designer-not truss designer.Bracing shown lfill 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 Quality Glenn,058-89 and 6CSt Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria,VA 22314. Heights,hts,CA,95610 tf atiefaP1he(SP)harbor Is specified,rise design values aret oseettectiye 06/03/2013 byALSC 9 • Job Truss Truss Type Qty Py 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-fdiDFY71ScbauQzoS)YHYegkOVjOTSbXr443yCOvw 0-1-8 H I 1S0 I I 2.8-0 I She=1:30.0 4x4=-- 1.5x3 1.5x3= 1.5x3= 1.5x3 II 3.4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 8 7 a "-N. 15 i #1, AliNst g 74 . e _ 11 10 9 12 = 3x4= 1.5x3 II 4x5= 3x5— 3x5 17-3-0 I I 17-3-0 Plate Offsets(X Y1— 1.1•FIie 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (Ioc) 1/defl L/d 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 Incl YES WB 0.47 Horz(TL) 0.03 9 n/a Weight:88 lb FT=0%F,0%E BCDL 5.0 Code 1BC2012/TPI2007 (Matrix) 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(tlat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=748/0-5-4 (min.0-1-8),9=748/Mechanical FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=749/0,14-15=749/0,1-15=-749/0,1-2=611/0,2-3=-611/0,3-4=1651/0,4-5=1651/0,5-6=-1457/0, 6-7=1457/0 BOT CHORD 11-12=0/1275,10-11=0/1696,9-10=0/887 WEBS 7-9=1100/0,7-10=0/706,5-10=-296/0,3-11=0/466,3-12=-822/0,1-12=0/933 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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,(c-vs PROF F4 4,4 ' 8 • 2PE r LI) cli - A4t,OREGO. tip 4(J 55 4-4 01, 11 �'� EXPIRES:06/3012015 December 5,2014 A WARN!./-Vere}design parameters alvi REAP ICES ON IHISAM1 A C MME°HIM IIEF`.REME PAGE MI17473 res I/24f281dl 'hSE a Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. ` Appricabfily of design parameters and proper incorporation of component is responsbdity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the MiTek� erector:Additional permanent bracing of the overall structure is the responsibility of the buldng designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII QuaBy Criteria,DSI-89 and BCSI IuUding Component 7777 Greenback Lane,Suite 109 Safety Intormafrsn avaloble from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ItSoultsersPinetSPthanbee isspecined•fttoOesigskralues acethosa e8 cee.06/01/2013 byAtSC Job Truss Truss Type Oty Ply POLYGON R43360058 PL14-403_UPPER F13 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 M7ek Industries,Inc.Fri Dec 05 09:53:08 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-BpFbTu8ODvjRwaY eQ31A5rOtZnn9lsPfRMVHWyCOvv p10-13' 2.6-11 I o-p Scale 1=1:41.2 4x6= 3x4= 354= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 Vv NVN / .at m 20 21-41 19 18 17 16 15 14 13 3x4= 4x8= 356 FP= 355= 355= 456 = 3x4= i 24-3-0 243-0 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 026 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 1110 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/TPI2007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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=-294/0,4-16=0/710,418=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 be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard • ��,,ED PRQFF 01 -7- r .8 • 2PE �' iv y N'a>,©REGO.• et, _1,0 C'On�IgER 1' 4 A. HE'` EXPIRES:06/30/2015 December 5,2014 e ®IMNL.M,r-Sleety dcaign p ataaawern and READ MIES ON THIS AK€56 51G8D H€TEK REFFIENCF pAGE MIL 1413 res 7,/}3/2tI B Ett Design valid for use only with M7ek connectors.Thisdesign is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component 6 responsibility of building designer-not truss designer.Bracing shown S for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the resporssibilrrty of the a 1Tek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !YL fabrication.quality controL storage,deivery,erection and bracing.consult ANSI/TPI1 Quagty Criteria,DSII-89 and BCSI Bu&Bng Component 7777 Greenback Lane,Suite 109 Safely Informalion available from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 rrsnue—Pine(SA)lumber isspecified,the design eskers aes.tfsosa e0acwe 06/01/2013 by AMSC Job Truss Truss Type Qty Ply POLYGON R43360059 PL14-403 UPPER F14 Floor 5 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 0-1-8 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:09 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu d �— e 9c?pzgE90 DrI8k7BC7ble312CB7CUJou?563qyyCOvu H I 1-1-12 1 2$0 I scale=1x1.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 -NN. ZN........N. i :/ a\``\ \ d\ N N.N. / e e 1g 17 18 15 14 13 19 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 246-4 I I 248-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (hoc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 15-16 >738 360 BCLL 0.0 Rep Stress Ina YES WB 0.74 Horz(TL) 0.08 13 n/a n/a Weight:122 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(tlat) 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=0/690,418=1036/0,2-18=0/1456, 2-19=1232/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbadts,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 ‘71/4t0 PR Opt '� o114 �i fz� iia `" C • c 870 2PE / r. to y mA .OREGON f'�4/ 0"IS 5' BER \� P EXPIRES:06/30/2015 December 5,2014 ®l9A6N -Yeaydesign parameter and READ!'ETES OH THISAHD MIMED HHTEY REF'.REM PACs KU 7473 rex,1/29/29.14 )REUSE Design valid for use only with Mnek connectors.This design is based only upon parameters shown and is for an individual buddxg component. Applicability of design parameters and proper incorporation of component Is responsibtify 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 1/1111— MiTek' erector.Additional permanent bracing of the overall structure is the responsibdily of the budding designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPII Quality Wade,058-89 and SCSI!Wilding Component 7777 Greenback Lane,Suite 109 SSafety E €alion )avadable fTruss Plate rom ttseldeayn.781 s ate Street. Suite eSec 312AAlexandria, byMSC 4. Citrus Heights,CA,951110 Job Truss Truss Type Qty Ply POLYGON R43380060 PL14-403_UPPER F15 Floor 9 1 Job Reference Ioptional) 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 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-c?pzgE90_Dri8k7BC7ble314iBE1 UUiu?563qyyCOvu 0-10-8 1.5x3 II I 2-6-0 11553 it- I-13 2 3x4= 3 Scale=1:13.0 11111.1.111111 III IIIIi ' 7 1.5x3 ) 0 4 0 01 an RINE 6 MIMI IMII 5 =, 01-111 3x4= 354= 1111 3-9-03-9-06 3-7-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) 1/defl 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/TP12007 (Matrix) Weight:23 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=154/0-5-4 (min.0-1-8),5=154/Mechanical FORCES. (Ib)-Max.CompiMax.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. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard v,to PROF 6., 4.C.- 87022PE " / cv 7 'oj,.OREGO fp AO oa:'yaER 1 P� S A. HEP' ' EXPIRES:06/30/2015 December 5,2014 t AIL'k1NL/3-Vern ydc a;arametErsarufRE DJ07ESCH1HSAND 1142.11ZEOiHHFEKREFERE,KEPAGEEMII7413sec 1/P9/2014BE0.9EEUSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual bulding 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 resporsibilfity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality controL storage,delivery.erection and bracing.consult ANSI/1711 Quatily Criteria,1:1511-89 and SCSI tending Component 7777 Greenback Lane,Suite 109 Safety Information avalable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 1#Southern Pine fSR)tvmeer issper-ified.the Eesign affixes are those effective 06/o1/20+3 bytJ,SC MMMMMlMMMMMMMIMMlMlll Job Truss Truss Type Qty Ply POLYGON R43360061 P1.14403_UPPER FIB FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MMTek Industries,Inc.Fri Dec 05 09:53:10 2014 Page 1 ID:t209JJu6omRCBuYOhH V69uyFHbu-4CNMuaAelXz9luiNmr6_AGIDBbTmDmo2EIrcMOyCOvt PI '$0 Scale=1:41.8 4x6_ 1.5x3 II 1.5x3 II 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 8 7 8 9 10 11 12 A 7/ i 4 " r • —� e 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 23114 I 7.-114 Plate Offsets(X.Y)— t19:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) 1/defl Ud 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 Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:119 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1047/Mechanical,19=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250-(Ib)or less except when shown. TOP CHORD 2-3=1621/0,3-4=1621/0,4-5=-3070/0,5-6=-3070/0,6-7=-3286/0,7-8=3286/0,8-9=-2275/0,9-10=2275/0, 10-11=2275/0 BOT CHORD 18-19=0/421,17-18=0/2485,16-17=0/2485,15-16=0/3319,14-15=0/2922,13-14=0/1296 WEBS 11-13=-1606/0,11-14=0/1213,8-14=802/0,8-15=0/450,6-16=308/0,4-16=0/124,4-18=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 strongbac ks,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 <04\'''.00:1N Et0/0. Lr. 870 2PE (.Q / H ' ,y "e>OREGO. rip tit/ .00 ' BER11 0 HE?' EXPIRES:06/3W2015 December 5,2014 A/SAFJ'tL -Vetrdesign pxameNrs ard READ MIES Of/PINANG MIES MIRK RUMENCE PAGE MU 7473 ret 1,125/2014 WORE USE Design valid for use only with MMTek connectors.This design is based only upon parameters shown,and is for an kndvidual building component. Applicability of design parameters and proper incorporation of component is responsibility of bulling designer-not tens designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the MiTek' erector.Adational permanent bracing of the overall structure is the responsibFdy of the bulldog designer.For general guidance regardng fabrication,quality control,storage.delvery,erection and bracing,consult ANSI/1911 Quality QMeda,DSI-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely airdwm n aSu from the design Institute. avalues are:those tSuite 6 ve 06/01f2013 byA€SG 22314. Cirrus Heights,CA,95610 _ Job Truss Truss Type Oty Ply POLYGON R43360062 PL14453_UPPER F17 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fit Dec 05 09:53:11 2014 Page 1 ID:L209JJu6omRCBuYOhH V69uyFHbu-YOxkSwBG Wg50N2HZKYdDjUrLR?r9yK3BSPbAuryCOvs 0-1-8 F71"p -121 2'5-8 I 2-6-0 I Scale=1:27.9 3x4 II 1.5x3 I I 1.5x3= 1.5x3= 354= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 5 _ 7-1-1 X -Nit -17-NI, -7-NI.- N0 4 4 13 § 11 70 i 1.5x3 I I 3x5= 3x5= 3x4= 3x6= 0-7-4 5-121 I 16-0-12 5-12 15-5-8 1 0-14 LOADING(psi) SPACING- 1-7-3 CSI. DEFL in (roc) Udefl 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. (lb/size) 9=666/0-2-12 (min.0-1-8),12=1125/0-3-8 (min.0-1-8) Max Grav9=674(LC 4),12=1125(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1249/0,4-5=1249/0,5-6=-1256/0,6-7=-1256/0 BOT CHORD 11-12=0/773,10-11=0/1395,9-10=0/787 WEBS 2-12=-431/0,7-9=975/0,7-10=0/582,3-11=0/603,3-12=-955/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard I'RQ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 `� cAl Uniform Loads Vert 9 3=8,1-8=-80cn. �N INE � cS'jO Concentrated Loads(Ib) t,y ��Ver87022PE t 1=-400(F) N >"7 ^3,,,, OREGy N 4/ On ` A. He?, EXPIRES:06/30/2015 December 5,2014 101.... i A msmif, -VG-4dr lila pram iEr3 sari READ hO TES OH THIS AND i7AliZED!MET REF'..RFN E PAGE 1,0 7473 rex 1124(201$BFGR£Fl, .. Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual bolding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not inns 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 bolding designer.For general guidance regordng 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 5Y5outhernftinetsP1 lraabet is specified,the fiest=a.values are those effective 06/01/20113 byALSC r9 Job Truss Truss Type Qty Ply POLYGON 843360063 P1.14403_UPPER F18 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 09:53:11 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-YOxk5wBGWg50N2HZKYdDjUrQh?u4yKEBSPbAuryCOvs I 1-7-0 I I 23-° I °iP Scale=1:19.4 15x3 I I 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3= 1 3x4= 2 3 4 5 6 = 12 d N e 11 IkT\ e = e 1 9 8 3x5= 3x5= 3x4= 1.5x3 II 11-2-8 I I 11-2-8 LOADING(psi) SPACING- 1-7-3 CSI. DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (lb)-Max.CompJMax Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-480/0,1-2=391/0,2-3=391/0,34=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 strongbadrs,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 ask 0 PROpps 0870 2Pf= 9c NSA>,.OHEG .N 45,4M ,5 A H5?• EXPIRES:06/30/2015 December 5,2014 d 4 Amax �� ifA£Ji'E+la-ye �" yrs asd READ fiD7i:S 0#WS i7s[ZfSEOlfi7bKRFF 1�HU 7473 Ma I/23/Ztri$8E0,iff/3F Design valid for we only with MiTek connectors.This design is based only upon parameters shown,and is for an individual budding component. Appliicabitly of design parameters and paper incorporation of component is responstddy of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stab6dy during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,wordy control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Qtteda,OSI-89 and SCSI!Wilding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ffSeLeiserriPinerartifuraber x spavined.the thnittevehala arettaosa ettectire OS/o1f2013 by AtSC 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:L2O9JJu6omRCBuYOhHV69uyFHbu-OaV61GBuH8Dt?BsmtGl3SFhNaFP9LhhOLh3IGOHyCOvr 0-1-8 HI 1-7-8 I I 2.6.0 I Ole =1:38.2 4x4= 3x4= 354= 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 d e m e a 22 N.. a a 1 , e z1 All 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 355= 3x8= 3x4= I 22-7-8 22-7-8 Plate Offsets a Y)- [1:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 022 Vert(LL) -0.17 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -029 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=-86710,2-3=-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=0/1830,15-15=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 ANSITTPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard A 'ilk PROi Q 870 2PE r" CD Hy�lio�,OREGON tiQ I SA HERS EXPIRES:06/30/2015 December 5,2014 4 f AorwrtS-Ver design parameters sad READ 10TESCHTIES AND i=MC3.ISE4H7EYREFEREM PAGE M717473rc&ff29/2C13B!?&4£USE Design valet for use only with Tek connectors.This design is based only upon parameters shown,and is for an individual building component. /seek 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 M Mak' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding fabrication,quality control,storage,delvery.erection and bracing.consult ANSI/TPI1 Qua8y Creedo,058.89 and SCSI Wilding 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 a Southern Pine(SP)is rtherissysacified.the design vetoes are those etfeetive 06/43./2013 byALSC Job Truss Truss Type Qty Ply POLYGON - R43360085 PL14-403_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:L209JJu6omRCBuYOhHV69uyFHbu-yzdsjxDBpITbEV06?hAwL6SxmCtE9eDd8NpriV9yCOvp p-9-41 2-6-0 1 0- 8 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 I 14x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 d i _ /NN V Z NNNt Z. 'N Zfr. l." 21 N e r e 20 r —rr iM 19 18 17 16 15 14 13 4>6= 3x6 = 3x6 FP= 3x5= 3x5= 3x5= 3x10 24-6-4 I I 94-6-4 Plate Offsets(X Yl— 11•Fdae 0-1-81 112:0-2-0 Fdoe1.170'0-1-8 0-1-81 (21:0-1-8 0-1-83 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (Loc) Udell Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.15 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.24 15-16 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.47 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (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 StudlStd(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 13-2 -1142/0,2021..1183/0,12-21=1142/0,2-3=1064/0,3-4=1064/0,4-5=1969/0,5-6=-1969/0,6-7=2102/0, 7-8=2102/0,8-9=1468/0,9-19=-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=0/452,418=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) Standar �eIED PRo 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads OW) �• •�NciINE . /,, Vert:13-19=-5,1-12=50 Concentrated Loads(lb) 8 •i 2PE , . Vert:12=1129(6) GFIcv tw N 7•�Ad;,OREGO., 'tiq 1 bots"4B'ER 1i, ti,,,' , .S A. He EXPIRES:06/30/2015 December 5,2014 0 WARNIM-Ves0ydeskga/asameiers and READ VOTES OM MS MUM N17EKREF.RENCE PACE MU-7473 fee I/2VMM OEMEEGE Design ward 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 responsbirty of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stability cuing construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the buldng designer.For general guidance regarding fabrication.quality control storage.delivery,erection and bracing.consult ANSI/TPI1 Qualify Criteria,051-89 and BCs1 Building Component 7777 Greenback Lane,Suae 109 Safely a lltesnlrkne luataec is ms ed,tlse d�ga 7values,avalbera attractive tui0Alexandria,00by 14• Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43360068 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:L209JJu6omRCBuYOhHV69uyFHbu-yzdsjxDBp1TbEV087hAwL6SaCy5915d8NpgV9yCOvp Scale=1:17.5 1 2 3 4 5 6 7 8 9 0 0 0 0 0 o- 0 0 0 0 d ♦...♦.........♦.♦.♦....♦.♦.....♦................................ 18 17 16 15 14 13 12 11 10 10-7-8 10.7-8 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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(fiat) 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.CompJMax.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(.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 ,QED PR OFS, cc 870 2PE ,,„1 CD y• 0Ai,OREGON ti9 � � 61 A. HERR EXPIRES:06/30/2015 December 5,2014 f 4 AWARNIfFJ-Vet; 'designparamours oradRIM Mi3ESONTHIS AND 1fUIia`EA?MET REFEEP,,EM'FPAGE NIL 7473rev.1/25/29348L 8Etf5 Design valid for use only wrtb M7ek connectors.This design is based only upon parameters shown,and is for an individual buMng component. Appiicabirity of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown PAIIII is for lateral support of individual web members onty.Additional temporary bracing to insure stobitty during construction is the responsibillity of the �{ erector.Additional permanent bracing of the overall structure is the responsrbtity of the building designer.For general guidance regarding IY[I ek' fabrication,quality control storage,delivery.erection and bracing,consult ANSI/IP11 Qualify Coterie,DSB-89 and SCSI leading Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 it Southern ulna rSin lumber it specified,the uaulge values anemone effective 0001,2013 by MSC Job Truss Truss Type Qty Ply POLYGON ` R43360067 PL14-403_UPPER F25 Floor 6 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 1 ID:L209JJuGomRCBuYOhHV69uyFHbu-Q9AFxHEna3bSsfbKZOh9tK?SZcBCu3GnN17N1cyCOvo 1 1-5-0 II 9$o I Scale=1:38.7 1.5x3 II 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 i -\VIIIIIIrr- _7/. 4 . , VA .... z•-•,,,,, ,,s4,,,sN.,, 18 17 18 15 74 13 12 1.5x3 II 4x6= 3x6 FP= 3x8= 3x5= 3x8= 3x4= 22-2-0 I I 22-2-0 Plate Offsets(X.V)— 11:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 021 Vert(LL) -0.17 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.28 14-15 >952 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=969/0-2-12 (min.0-1-8),12=969/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-971/0,1-2=766/0,2-3=766/0,3-4=-2432/0,4-5=2432/0,5-6=2861/0,6-7=2861/0,7.8=2063/0, 8-9=2063/0,9-10=2063/0 BOT CHORD 16-17=0/1743,15-16=0/1743,14-15=0/2788,13-14=0/2604,12-13 /1190 WEBS 10.12=1475/0,10-13=0/1081,7-13=-670/0,7-14=0/319,5-15=-440/0,315=0/855,3-17=-1210/0,1-17=0/1206 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10c1(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard (:.:1)G113::::E F �,�c�"� 6109 'r $7022P'E r yj"5„, OREG N1,. / 'Ssb0 418ER A\ 4, • EXPIRES:06/30/2015 December 5,2014 if 4 A WARK%-Wayde&F7a pa:m.1m fS sad READ 7 IES CN IR'SAND 1WJ1P`ED Iff7EKREFBiENCE WIG€ifiII.7473 res 1,/14f20148Eo8El& Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and's for an individual bufding 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 temporo y bracing to Insure stability during construction is the responsibSity of the it 1r'Telr` erector.Additional permanent bracing of the overall structure is the responsibtify of the bilking designer.for general guidance regardingIYI 1 Il fabrication quality control storage,delivery,erection and bracing,consult ANSI/M11 Ovally Criteria.006-89 and BCS'Building Component 7777 Greenback Lane,Suite 109 Safely Street. Alexandria. 14. Citnu 1e0hts.CA.95610 If SuthrMortt59)is is • ' a amtbvrafcaJ1771yAEC Job Truss Truss Type Qty Ply POLYGON R43380068 PL14 403_UPPFJ2 P28 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Fri Dec 0S 09:53:15 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-O9AFxHEna3bSsfbKZOh9tK766cHVuCOnN12N1cyCOvo 1. .r .53 II 1 2 3x4= 3 Scale=1:12.9 J L C 5 4 3x4= 3x4= 0(1 410-4 I - 0.1 4-8-12 LOADING(psi) SPACING- 1-7-3 CSI. DEFL in (lac) 1/defl 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 her YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(ftat) 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.CompJMax.Ten.-All forces 250(lb)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 • ED.PROFF c,' t�GINE •-/ slO 870 2PE -7 ,Ax:OREGO ry 41 0 •BER 1� P� . SA. HERS EXPIRES:06/30/2015 December 5,2014 t r A IVIFJEV3-Yerfrdesi o parameters aad READ f?IES ON THIS AND ROWED!ME.I EFthEHCE PAGE MIT 7473 sec I/L5i/20188E43fEt1,fE Design valid for use only with MOek connectors.This design is based only upon parameters shown,and is for on 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 responsibillify of the MiTek' erector.Additional permanent bracing of the overall structure is the responsioTity of the building designer.For general guidance regarding fabrication.quality control storage,delivery,erection and bracing.consult ANSI/TPII Quality CMaia,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlonnallon evadable from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern.Pine isnrsher is specified,thettesiers vetoes are chase effective 06{01f2013 byALSC Job Truss Truss Type Qty Ply POLYGON - R43360069 PL14-403 UPPER F28 Floor 2 Job Reference(optiorlaD Pacific Lumber b Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:16 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbuvMkd8dEPLNkJTp9X65DOQXYFNOWIdUcwchNZ2yCOvn 1-3-4 I 2-6-0 1 Scale=1:42.8 1.5x3 II 4x6= 1.5x3 II 3x4= 1.5x3 Il 3x4= 1.5x3 I I 3x4=3x6 FP=1.5x3 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 /NN., V N.N.9Z ...N.,1 Z .N...A / ` N :15-- ,o. e e _ y 19 18 77 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5= 3x5= 54= 3x4= 1.5x3 SP= 24-6-4 II 24-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/defl 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) -0.40 15-16 >728 360 BCLL 0.0 Rep Stress Ina YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC20121TPI2007 (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 (c- vg.1) PROF? tkeii4E-• z. c 87022P'R ter` ei cv y 01%.(1.,, OREGO. �� � 15 4'4 A. H EXPIRES:06/30/2015 December 5,2014 4 t AIyARNI -Vedydesigsparameersmei REAP?7ESOHTHIS AND 17KZISEDHI7EKREF'.diENCEPAGE N 7473 res ff2/202$8EORE!!SE Design valid for use only with SATs*connectors.This design is based only upon parameters shown,and is for on individual building component. . Appricabitty of design parameters and proper incorporation of component is respons ty of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during conduction is the responslbi6Ay 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,detvery,erection and bracing.consult ANSI/TM1 Dually Crteda,DSI-89 and SCSI Building Component 7777 Greenback Lane,Guile 109 Safely Information available from Truss Rate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus NeigMs,CA,95810 Si Souahentl4rm['SPIlkanbar isspec+5ed,ttsedasigaaatuas swathesee*actiue 06,401/2121.3 brALkC Job Truss Truss Type Oty Ply POLYGON R433613070 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:L2O9JJu6omRCBuYOhHV69uyFHbu-NYI?MzF15g595zkigpkdyl4Uw0zsM6K4rI2U6UyCOvm 1-0-8 1.5x3 II I 1 334= 2 Scale=1:13.2 - o d • •, • • •••• • \. 1.5x3 II 3x4= r s 1-3-8 I r s 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (Ioc) I/deft Ud 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(rL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18&Btr(tlat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(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/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 ti,',tD PR OFFS . 4NGINE�� sl�-$7 c 87022PE r'' co cv N '5. ���,:OREGeN if40 — 'C . 8ER 1� D QS A .HE?,.- EXPIRES:06/30/2015 December 5,2014 A WARN1MSi-Yerw rdc iga rarameiers and READ KIES ON MIS AM)DEUCED HFTEKREFERENCE'Hi5E14f7 7473 seer I/29/1C149E�.IRISE Design valid for use only with Mgek connectors.This design a based only upon parameters shown.and is for an individual buidng component. . Applicability of design parameters and proper incorporation of component is responsbTity 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/T811 Qualty Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information7a from Trussw 781 N.Lee t sAlexandria.VA 22314. Citrus Heights,CA,95610 NWbe{ �tr �e�eDf0b3L3b Job Truss Truss Type Qty Ply POLYGON R43360071 PL14 403_UPPER F41 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?MEF15gs95zkjgpkdyl4U?QztM6K4rL2U6UyC0vm 0-11-4 1.ISxSII i 3x4= 2 Scale=1:13.2 4 ► „Alb- 4���������������v. 1.5x3 II 3x4= I I.r 1-2-4 r-i 3 1-2-4 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (lac) Udefl Lid 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(rL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Inc r YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 CompJMax.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(.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 4t $7022PE r � N r" Ni, -y Aj,.OREG N 4a 4( lk � .0 0_0''yBER 1 P A. HERS EXPIRES:0613W2015 December 5,2014 t a,W QRI IWJ-Yerdrr4xs2a paramearx anti READ/CMS ON 77121 AND MIMED PRIER REFRENCE PA E MIL 7473 tee I/24/2/11499REl6E Design valid for use only with Mffek connectors.This design is based only upon parameters shown and is for an individual building component. th Appticab rty of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mire k° erector.Additional permanent bracing of the overall structure is the responstlity of the bung designer.For general guidance regarding fabrication.qualify control storage.deivery.erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component TM Greenback Lane,Suite 109 S;� akmsbee-is from �reeAFed. Institute.dores.xe a fett-312.Alexandria,VASALSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43360072 PL14-403_UPPER F42 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Tek Industries.Inc.Fri Dec 05 09:53:17 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-NYI?MzF15gs95zl gpkdyl4UPQzpM6K4r12U6UyCOvm 1-8-4 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 1.5x3 II 3x4= nrn 1-9-4 n i 1.9.4 LOADING(psi) SPACING- 1-0-0 CSI. DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 "'" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress'nor 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. (Ib/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/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. Strongbadcs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard tiaVD PRO/ tico- -\yG R p 4 8 • 2PE /'r -pr ~ A,.OREGO 0 a QE`R ' P � A. ‘,\V". EXPIRES:06/30/2015 December 5,2014 4 _ t A[�YLpNf?/3-Veal,design parameters stat READ Nfa:ESC/#THIS A.leINa.LF`EDHTTEKREFEREM'Er MLT-7473seaJ/29/2014BEMUSE • Design valid for use only with Mifek connectors.This design 5 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 ek• erector.Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding M i l fabrication,quality control,storage,dekvery,erection and bracing,consult ANSI/IPII QuaBly C°Beda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312 Alexandra.VA 22314. Citrus Heights,CA,95610 If Southern PinetSA)kerbs[is specified,the design values wetness effective 06/001241.3 byALSC Job Truss Truss Type Qty Ply POLYGON R43380073 PL14-403_UPPER F43 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-rksNZlGfs 0]6JvEWFsVydfxpJ75ZaD3?n1exyCOvl 1.5x3 II 1 4x4= 2 Scale=1:13.3 :\L 4 3 1.5x3 II 4x4= s r s 0-11-0 s s 7 0-11-0 Plate Offsets!X Yl— 11:Edge 0-1-8j.j3•Edge 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL in floc) l/defl 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 Incl YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (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. (lb)-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 vi,V) PRof . �4 �la 'IiUEA s��y Ct.. 87022PE r- ' �A OREG Nti�aI sA. HE ? t EXPIRES:06/30/2015 December 5,2014 r A IEW/L4G-Yes7 dxsgn parameter asci READ T 7ES ON TIES AND(X1tIDEFi MIMIC REFEREACE PAGE HU 7473 lee i/29/201N BECREIZE a Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an indviduol bufdng component. Applicability of design parameters and proper incorporation of component is responsbtiity of building designer-not truss designer.Bracing shown 11 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the T ek" erector.Additional permanent bracing of the overall structure is the responsbility of the budding designer.For general guidance regarding M i l fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quay Cr9eda,D58.89 and 8CS18uiding Component 7777 Greenback Lane,Suite 109 Safetyhern Pin.(Sp)lu from to Institute,781aero 1.Suite2 Alexandria,Ga�sbTrA 22314. Citrus Heights,CA,95810 Job Truss Truss Type Qty Ply POLYGON R43360074 PL14-403_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber a Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MRek Industries,Inc.Fri Dec 05 09:53:18 2014 Page 1 ID:1209JJu6omRCBuY0hHV69uyFHbutksNZJGfs 0j6JvEWFsVydfgpJ657aD3?n1exyCNI 0-10.0 I 1.5x3 ll 1 3x4= 2 Scale=1:13.2 N 4 /� 1.5x3 II 3x4= a d d 1-1-0 a r 2 1-1-0 LOADING(psi) SPACING- 1-0-0 CSL DEFL. in (loc) I/defl 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 CompJMax.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/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 CEO PR Ore 87022PE t'i*4,>,OREGO BER A.� P� •. A. HE'r EXPIRES:06/30/2015 December 5,2014 4 AIERNThG-Verydes-ma parameters awlREAD Win C//THIS Ale MIXED tillEK REFOIENCE PAGE 7473 m 1129/2014 ErgaltEttiE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and it 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 ■■ erector.Additional permanent bracing of the overal structure is the responsiblity of the bulking designer.For general guidance regarding MiTele fabrication,quality control storage.delivery,erection and bracing.consult ANSI/TPI1 QuoBty Cr9eda,051-89 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 It Soaaller/I Pine(SP)umber 7rspedified.thedesipan values erettnase effective OG/01.12.01.;byA7:SC g Job Truss Truss Type Qty Ply POLYGON R43360075 PL14-403_UPPER F45 FLOOR SUPPORTED GABL 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:53:19 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbuJxQlmfHHdl6fKGu6oEm52AAgDDfJcpgMIfXbANyCOvk 1-3-0 1.5x3 II 1 3x4= 2 Scale=1:13.2 4 • 1.5x3 II 3x4= 10 I II ' -&1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (loc) Udefl 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 Ince YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight 12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8) FORCES. (lb)-Max.CompiMax.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 buss 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. Strongbadrs to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ti�E� PR OFFS • 2PE / .c c1) ; >" H ©REGO.,• rye 11/ °S5 k0d ' QER %\ p- ` S A NO2t EXPIRES:06/30/2015 December 5,2014 4 4 A WARM%-Wear desga paraarcren alyd REO?G FS GM THISANO MIMED MfIE,C REFOtEMT PAGE Nlf 7473 fEr.1/19,12016BEVIEUSE ull. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual binding component. Applicability of design parameters and proper incorporation of component is responsibtify 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 ■�,�QI�• erector.Additional permanent bracing of the overall structure is the responsibility of the buldng designer.For general guidance regarding lY1 IC fabrication,quality controL storage,defvery,erection and bracing,consult ANSI/IPIl Quality Cdteda,056-89 and 6CSI Belding Component 777'7 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 t#SautherePinefSl tsamba4ism,dsed.eeo"envelum arstihase*eective 06101/2013 byASSC Job Truss Truss Type Qty Ply POLYGON R43360076 PL14403_UPPER F47 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber S Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:53:19 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-JxQImfHHdI6tKGu6oEm52AAgpDfNgDgM IfXbANyC W k 7x10 II 1 2 Scale=1:13.3 4 3 7x10 II r s r 0-7-4 I 0-7-4 Plate Offsets(X.Y)-- [1:Edge 0-1-8).[4:Edge_0-1-8) LOADING(psi) SPACING- 1-0-0 CSI. DEFL in (lac) I/defl 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 Ina 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 QED PROFe ciao `c- 870 2PE /ter to ,,OREGON (yam 1\f HE EXPI RES:06/30/2015 December 5,2014 B Q f€ARM7 3-Wertf design parameters sad READ I rES CN IMEAND I C CIZED 1417E1(REFERENCE PAGE MU 7473 ret.,139/2010 WORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mi!T ek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delvery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informalion available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights, ttSouthern pine15131trrbeeisspecified,the design a lues are:thetg�ectiae!6/01/2013 by AtSC r9 Lt,cit.95610 Symbols Numbering System 0 General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 " Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths 1 /4 y I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury EMI 111 are in ft-in-sixteenths. Ir4b, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,Is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For O 1/164 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I �— Ko i bracing should be considered. 111011,11110r = U liniFilibi O 3. Never stack exceedmaterials theon design inadequately loadingbraced shown andtrusses.never U o_ O o 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate '- designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0-1na'from outside 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 jint and locations aregulated ed by ANSI/TPI Knots wwane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 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/7P11. Plate location details available In MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZEuse with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 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,ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that SYP represents values as published specified. / Indicated by symbol shown and/or by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing Indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,If no ceiling Is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MTek®All Rights Reserved approval of an engineer. 4111=110 reaction section indicates joint 17.Install and load vertically unless Indicated otherwise. number where bearings occur. Min size shown is for crushing only. mil 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.ANSI/TPI 1 Quality Criteria.Design assumes manufacture in accordance with Guide to Good Practice for Handling, hp/11Tel( Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013