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Plans (94) 5-reca - oGcc," Icy I S13 Se,- 10/,, 111.1.1 MTek� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-41 1 UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43351148 thru R43351177 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. � ?' PRt? FSS _ �NGIN�' lQ f 2 P E rT'r 4j; OREGON ti9 © BER s 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. r Job Truss Truss Type Qty Ply POLYGON R43351148 PL14-411_UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 1213:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnicyCdl1-ggRupLEEOe29FGwnYtm9z4svH7_H9uNQcomlmHyCJyb I 1-0-0 I 1.5x3 I I 1 3x4= 5 2 Scale=1:13.2 U M„ II 0 0 A I I ■ MIKE .-,11 4 " 3 1.5x3 II 3x4= I 13-0 I 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 037 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 lncr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 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=183/0-3-8 (min.0-1-8),3=219/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down at 0-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10,1-2=-100 Concentrated Loads(Ib) Vert:5=-277(F) 4s:,(< O PR°FF s 0 ��c'NE /©'j7 4 .870 2PE r >y N y '0.,,x OREGON tiQ',..ti S 4, HE. EXPIRES:06/30/2015 December 5,2014 I r ®MIV7Pf3Near des;Suparameters and REAL Wig'ON'MUM MIMED WITK REFERENCE FAOMIT 7473rev.l/i5/2L'4BErs7AEEt Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mitek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Fine('SR}lumber is specified,the designvalues are Shove effective 06/0sf2:013 by MSC Job Truss Truss Type (ty Ply POLYGON R43351149 PL14-411_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:15 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-EE61 RNG6hZOk6kfMD?KsbiURzKwkMBMsJm?yNcyCJyY 11-0-0 I 1 1-1-0 11 1-2-0 I P-8-711 1-2-0 I -1 Scale=1:39.9 5x6 I I 3x811 3x6 FP= 3x6 FP= 5x8 II 5x8 II 5x6 I I 5x8 I I 1 2 3 4 5 10 111 ,j;. j:1 11 11 FyMiryy1ir �I� ��� I,i/ , tm �i 6 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 6x6= 8x8= 3x6 FP= 6x8 II I 5x6 II I 5xe II 5x6 I 6x6 II 8x8= 6x6= 1.5x3 SP= 3x6 FP= - 6x6 II 1 23-1-4 I 23-1-4 Plate OffsetsjX.Y)- [32:0-3-0 0-0-0].[340-3-0,0-0-0] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.18 33 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.29 32 >955 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.06 25 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:204 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 40=1802/0-5-8 (min.0-1-8),25=1724/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2126/0,3-4=-2126/0,4-5=-3962/0,5-6=-3962/0,6-7=3962/0,7-8=-5590/0, 8-41=-5590/0,9-41=-559010,9-10=-5969/0,10-11=-5974/0,11-12=6974/0, 12-13=-5823/0,13-14=-5823/0,1415=5433/0,15-16=-5433/0,16-17=-4691/0, 17-18=-4691/0,18-19=-3503/0,19-20=-3503/0,20-21=-3503/0,21-22=-1960/0, 22-23=-1960/0 BOT CHORD 39-40=0/1126,38-39=0/3074,37-38=0/4791,36-37=0/4791,35-36=0/5969,34-35=0/5969, 33-34=0/5969,32-33=0/5974,31-32=0/5974,30-31=0/5660,29-30=0/5153, 28-29=0/4146,27-28=0/4146,26-27=0/2781,25-26=0/1061 WEBS 2-40=2082/0,2-39=0/1926,4-39=-1828/0,23-25=-1962/0,23-26=0/1733, 21-26=-1581/0,21-27=0/1391,18-27=-1238/0,4-38=0/1710,7-38=-1598/0,7-36=0/1558,. 8-36=-777/0,9-36=-765/0,18-29=0/1051,16-29=-889/0,16-30=0/541,14-30=437/0, 1431=0/315,12-31=-281/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. cO PROF , 3)Refer to girder(s)for truss to truss connections. �. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Gj GI NE - lO 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 c..; 7 be attached to walls at their outer ends or restrained by other means. 9 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 6-11-0,and 177 lb 7022 E { down at 15-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard '. >� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 AT ©REGI , Uniform Loads(plf) , sj ER �\ . Vert:25-40=-8,1-16=-80,16-24=-130(F=-50) �! Concentrated Loads(Ib) © A. HS?* Vert:16=-177(B)41=-965(B) EXPIRES:06/30/2015 December 5,2014 a r ®MINIM;-Verify rlesrpn parJme tsrs a cj READ IMES CN THIS AM 791i/sTF0 MffT:(REF?4FME PACE/411.7473 m 1/29/2014WORE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1+ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �B T t' 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/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine Sin lumber is specified,rincdesign wakes are rStre4neffective O8/oajmasWAfSc Job Truss Truss Type Qty Ply POLYGON R43351150 PL14-411_UPPER F03 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:15 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-EE61 RNG6hZQk6kfMD?KsbiUTwK_KM7YsJm?yNcyCJyY 1 1-7-0 1 1 1-9-0 I Scale=1:17.8 6x6= 3x6 II 3x6 II 3x6 II 3x6 II 3x6 I I 1 11 2 3 4 12 5 13 6 e a A K • e a 3 10 9 8 6x6= 5x6 11 3x6 11 6x6 = I 0 I 9-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress'nor NO WB 0.55 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.l&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1033/0,1-11=-770/0,2-11=-770/0,2-3=-770/0,3-4=-1123/0,4-12=-1123/0,5-12=-1123/0 BOT CHORD 8-9=0/1102,7-8=0/781 WEBS 5-7=-1068/0,5-8=0/476,4-8=311/0,3-9=-463/0,2-9=-417/0,1-9=0/1082 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)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Concentrated Loadsl0,(Ib)1-s=-1oo tG Co \A P4 ,)fes Vert:4=-132(F)3=-132(F)2=-132(F)11-276(F)12=-132(F)13=-132(F) - 2 870 2PE A-- ,- U) cv *` y ‘'-''0.,,,, OREGON �i�©� ..P s.4/BER \� " A. HER EXPIRES;06/30/2015 December 5,2014 ®8(4RNI73-Verity dcsi7aFarametarsandREARNOTESOHTHIS AND matzo 1417£K REFERENCE M (4717473 ma 1/25/2814BMW 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 ■ -�Q.B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BMI 64 fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 it Southern Pine f&P)iaanhses is specified,tine d••esige vatues are these effective 00011201.3 fsyAtSC Job Truss Truss Type Qty Ply POLYGON R43351151 PL14-411_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:17 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-BdEns3INCAgSM1 pILQMKg7Zp88Yigya9m4U3RUyCJyW 0-1-8 H I 1-0-8 1 2-8-0 0+8 Sca e=1:42.6 1.5x3= 3x6 FP= 3x6 FP= 1.5X3= 1.5x3=6x6= 4x6 II 5x6 II 1.5x3= 1 2 253 4 5 6 7 8 9 10 11 12 13 22 . �I��J I _ ►I� V G LJ m I- Iy 24 a/ \ / � � x a ry 21rte ° - ° ° . 23 20 19 18 17 16 15 14 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x8= 3x4= 1.5x3 SP= 24-68 24-6-6 Plate Offsets OM— [22:0-1-8 0-0-8].[24:0-1-8.0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.19 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.32 16-17 >896 360 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:155 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1065/0-5-4 (min.0-1-8),20=1080/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1884/0,3-25=-1884/0,3-4=-1884/0,4-5=3330/0,5-6=-3330/0,6-7=-3330/0,7-8=-3502/0,8-9=-3502/0, 9-10=-2404/0,10-11=-2404/0,11-12=-2404/0 BOT CHORD 19-20=0/644,18-19=0/2741,17-18=0/2741,16-17=0/3547,15-16=0/3087,14-15=0/1360 WEBS 12-14=-1666/0,12-15=0/1279,9-15=-836/0,9-16=0/509,7-17=-265/0,4-17=0/723,4-19=-1049/0,2-19=0/1519, 2-20=-1238/0 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down at 3-6-0 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) StandardPR 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 S�'�flfitS' Uniform Loads(plf) c kAG ' N ,�C' f''0 Vert:14-20=-8,1-13=-80 C? Concentrated Loads(Ib) 8 2E'E �9! Vert:25=-20(B) to >" y 'a�;OREG N cyQ,..,4///Ni 6649 ER \\ A. HE EXPIRES:00/30/2015 December 5,2014 I / A *AWNS-Va l ydeaiym parmme Ens sod REAL P6 TES O ;THIS r MMMEOTK N/ REMENCE PIGS'/4/7U 7473 re z BEMUSE USE _ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 't Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quallly Cdterta,1)51-89 and BCSI BuBding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IF'Saut/tem Pinel0p)lumber is specified.the dcvgn values are these effective OG/01(2033 tryALEC Job Truss Truss Type Qty Ply POLYGON R43351152 PL14-411_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:17 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-BdEns3INCAgSM1 pILQMKg7Zpf8hRg8d9m4U3RUyCJyW 1 1-212 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 N 3 4 3 1.5x3 II 3x4= 1 1-5-12 1 1-512_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Ina' NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012TrP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,3=74/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITfPI 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 tO PR 04„ tiCo �G�N�FR Sfo2144 -7 87022PE t ',>D REG N tic 0cER \ ��' A. He ' EXPIRES:06/30/2015 December 5,2014 iCA,RNI:Fi-Yedffde.*parameters and READ N3TES ON TNISAND)1/S.L:6ES HITEKREFERENCE PAGE Mfr.7473 rex 1,12312414 DE.a USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSITrPl1 Quality Criteria,DSB-B9 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pir,e$SP)ixmsbaris Spedified,the design.values ate effective 06101/2013 by MSC Job Truss Truss Type Oty Ply POLYGON R43351153 PL14-411_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:18 2014 Page 1 ID:c53KNt9S8dZANgLpvMEn7JcyCdll-fpo94PJ?zUoJzBOxu7tZCL6_SY1hZbMl?kDd_xyCJyV 0-f1r8 Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 L - o q c o o - a o TB o 0 0 2 1 a 42 0 0 N xc 0 o q o p q rY - 0 0 0 0 - o • 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 2-8-0 4-0-0 5-4-0I 6-8-0 8-0-0 9-0-0 10-8-0 I 12-0-0 I 13-4-0 � 14-8 0 16-0-0 17-4-0 18-8-0 I 20-0-0 I 21-4-0 22-8-0 123-11-12 I 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight: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 23-11-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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 ��ED PR°Fess 2 .4c 87022PE .-57 87022PE y „,N1-3,,, °REG$N cv©'A ' �BER EXPIRES:06/30/2015 December 5,2014 a ®WARNMIS-t+e ydelign warm tsrs ndREAD N3IESON77f.Tr ANL MCLUDER?fTTEKRETER€td PAGE(47J.7413mc1/29/10189L'59EUSE Design valid for use only with M1ek connectors.This design is based onlyupon parameters shown,and is for an individual building component. ,. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfEautitere Pine$Sl)lumber is otxectdled,the.desige values are thrive effective 06/0112013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351154 PL14-411_UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:19 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11-70MXHIKdknwAbLz7SrOolYeATyN u12bSDOzAW NyCJyU Scale=1:38.0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 • 0 0 0 0 0 o a o 0 o m o a o o 0 d N 0O O O O O `C,\^^/O O \^^/O\^^/\C�/ \-6 O\^^/ \/ a SOTC uu X X X X y X X X %vvu X X X X % X X x X X u�X X X %u X X x X v�X X X J( X X 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= i 1-4-0 1 2-8-0 1 4-0-0 I 5-4-0 1 6-8-0 1 8-0-0 1 9-4-0 I 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 2-51-14 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell 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(rL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:108 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-1-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26, 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. LOAD CASE(S) Standard tij'` .ti PR ore c NE % 2 87022P r 7 '0,, OR GON i 'P0 4/BER 1\ pia ` 4. HE EXPIRES:06/3W2015 December 5,2014 t ®WARNING-%kci/f'deui,7urarameersauif READ!CMS ONTIES AND C EFASAfrIE1CREFEftENCEPAGEHIf 7473 mc /20/29)49ER7Rfl1SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. El . Applicabirrty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek: is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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/11'11 Quality Criteria,DSI-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 SafelyfiSouhernPPirxeo(SP)lumbar i srxuckfizd„atineInstitute,dreeign asides 7 .acee ass aOfe.rctir:e t%ft}if2t013 byATfC4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351155 PL14-411_UPPER F09 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1320 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-bCwwU5KFV521 DVYKOVv1 ImBGhLi W1 TabS2ij2pyCJyT 2-6-0 I I 1-8-12 I I 1-8-12 1 11- Scale=1:17.6 3x4 I I 3x4= 1.5x3 II 3x6= 3x4= 1 2 3 4 5 o • e 11 ° 1.5x3= 0 d N 1.5x3= 10 9 8 7 6 1.5x3 I I 3x6= 3x5= 3x6= I 7-2-12 5,4.0 7-2-12 I 2-1-4 Plate Offs (X Y)— [1•EQge.0-1-8] (5.0-1-8 Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 9-4-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=118/7-4-4 (min.0-1-8),8=204/7-4-4 (min.0-1-8),7=999/7-4-4 (min.0-1-8) Max Uplift9=-34(LC 4),8=-74(LC 4) Max Grav9=183(LC 3),8=340(LC 3),7=999(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/280,3-4=0/280,4-5=0/500 BOT CHORD 7-8=500/0 WEBS 4-7=-507/0,2-8=-381/0,4-8=0/339,5-7=-699/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 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)336 lb down at 9-1-12 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). ��tEt PR Op-r. LOAD CASE(S) Standard SCD t.0NE'$- 'z 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 t? Uniform Loads(pIf) 'Ad Vert:6-9=-8,1-4=-80,4-5=-180(F=-100) Q 87022P'E 1-' Concentrated Loads(Ib) Vert 5=-336(F) n/ 7 �'0,,, OREGU ft, <1 A. HEA EXPIRES:0613012015 December 5,2014 4 l AMADE.%Witt delignplanw€srsandREAD:SGTES047His4N&MUM Mi1E'fPEF0'flEMEPAGE$f77473re::i/29/201d8800EUSE —_. 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 lel is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the �B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdleria,051-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. citrus He'hts,CA,95610 if Southern i>3ne(5051 onilscr rs�xthe e design askras are those edfoe hte 0GF06/01,0013byALSC g Job Truss Truss Type Qty Ply POLYGON R43351156 PL14-411_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jolla 2014 MiTek Industries,Inc.Thu Dec 04 12:13:20 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-bCwwU5KFV521 DVYKOYv1lmBLCLj81VrbS2i¢pyCJyT 1 2 3 4 5 6 Scale=1:12.8 14 0 0 N J — — — — — 13 • .. ♦4•.444.• .. • •. ♦..•.•..4► ...44.44..•• • 12 11 10 9 8 7 I 1-4-0 I 2-8-0 I 4-0-0 I 5-4-0 I 6-2-12 I 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 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 6-2-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 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 Muss 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 EO PR 0 .e. ic,� <cNGI EFR s�3 4c' 870 2PE la ��),OREGO r),4! C) A. He P EXPIRES:06/30/2015 December 5,2014 t 4 ®W4MI?4-Vera'desi9n pasaaaemrs and READ Nv1ES OM IVIS AND MIMED ED MITTE4'REFERENa PAGE MY 7 473 sec i/29/2014B 0(lFtffE lin " Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �{'�� � erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qua*Catena,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)lumber it specified,the desi6es values are those eriecrave 0G/035/2431.3 byAESC Job Truss Truss Type Qty Ply POLYGON R43351157 PL14-411_UPPER F11 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mrrek Industries,Inc.Thu Dec 04 12:1321 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-30UliQLtGPAurf6WaGRHgzjTBlypmgClhiSHaFyCJyS 0-1-8 Hi 1-8-12 I I 2-2-0 1 2-6-0 1 Scale=1:39.0 3x4= 1.5x3= 1.5x3 II 1.5x3= 3x4 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x5= 1.5x3 I I 2 3 4 5 6 7 8 9 10 11 e m o e i20 a7 -7 - 0 ...o.7 NN a N 19 a = _Ila___ e 18 17 16 15 14 13 1212 1.5x3 II 3x6= 3x6 FP= 3x8= 3x5= 3x6= 3x4= 2-2-12 1-11-12 2-114 22-412 1-11-12 0.--SS2-0 I 0-t-B LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.12 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 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, Except: 6-0-0 oc bracing:15-17. REACTIONS. (lb/size) 12=849/0-2-12 (min.0-1-8),17=1434/0-5-8 (min.0-1-8) Max Grav12=878(LC 4),17=1434(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/411,2-3=0/411,3-4=-1688/0,4-5=-1688/0,5-6=-2365/0,6-7=-2365/0,7-8=-1815/0,8-9=-1815/0, 9-10=-1815/0 BOT CHORD 16-17=-122/874,15-16=-122/874,14-15=0/2167,13-14=0/2232,12-13=0/1066 WEBS 1-17=-573/0,10-12=-1321/0,10-13=0/928,7-13=-517/0,5-14=0/295,5-15=-642/0,3-15=0/1060,3-17=-1289/0 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)12. 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)336 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 \._?'.V) PR ofics 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 \GJ >AGI NE c�'/ Uniform Loads(plf) 7 e Vert:12-18=-8,1-11=-80 ke Concentrated Loads(Ib) �... 870 2PE �c Vert:1=-336(F) tl> N y �-c>, OREG N qt Au C.,S A. HO; NP EXPIRES:06/30/2015 December 5,2014 4 1 Ai .ANI%-Year designparanxmrsInd READ WITS GNMIS AND InaleED kfITEKREFERENaPASD/411.7473Iti 1/1512714RE IBE mil., Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Appliicabifity 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 ;jek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BC51 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. He' Citrus his,CA,95610 if Southesx Pirse$P)k urnrfiev is specified,tftestesign statues are.those-effective 06/0113013 by MSC re Job Truss Truss Type Qty Ply POLYGON R43351158 PL14-411_UPPER F13 Floor 5 1 Job Reference(optional) Padfic Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1322 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-Xbl gvmMV1 iJISohi7zyWNBGfO9MXVOiuwMBg7iyCJyR I 0-6-4 4x4-. 1-2-0 I I 0-8-7 4x4-I 1-2-0 I I 0-6-1 10 1 2 3 4 5 4x4= 6 Scale=1:12.9 • 13 c 0 R ry N 404= 4, 12 11 10 9 8 4x4= 4x4 I 2-10-11 I 3-5-11 4-0-11 4-11-4 I 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X Y)- [2:0-1-8 Edge),[4'0-1-8 Edge].[5:0-1-8 Edge] [7:Edge 0-1-81 110:0-1-8 Edge].[12•Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 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) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-12=-314/0,5-7=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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 GN?,Eo PRoF'.S , GINE 2 870 2PE iNf -7 -0),OREGO •�1 4✓ lER1�. NER EXPIRES:06/30/2015 December 5,2014 I ®OWNS..Verity-design parameters;Ad READ WITS ON'DEEM I:W156€0MTV(REFERENCE pAGE/477.7473rt112512014H €5tElJSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTeiC 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 Qualfly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information IfS Southern Pine('SA)ialaamber isospazneek,the deddBn Institute, areethheeseeet.fectbee 06/412/201.3 by ALSG 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351159 PL14-411_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mitek Industries,Inc.Thu Dec 04 12:1323 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-Onb276N7o0Rc4yGuhgTlvOpo5ZcBEhVl80xOf8yCJyQ 0-1-8 HI 1-0-8 1 2-6-0 1 0148 Scale=1:41.5 4x6= 3x4 = 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 2 a a 23 i0 d a a A 2 r.se, MI e e 22 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 24-6-8 I 24-6-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >747 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight 124 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=1063/0-5-4 (min.0-1-8),19=1063/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1792/0,3-4=-1792/0,4-5=-3197/0,5-6=-3197/0,6-7=-3371/0,7-8=3371/0,8-9=-2318/0,9-10=-2318/0, 10-11=-2318/0 BOT CHORD 18-19=0/611,17-18=0/2634,16-17=0/2634,15-16=0/3425,14-15=0/2986,13-14=0/1317 WEBS 11-13=-1632/0,11-14=0/1239,8-14=-829/0,8-15=0/477,6-16=282/0,4-16=0/698,4-18=-1044/0,2-18=0/1463, 2-19=-1205/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard - S,�t(} PR 04,,, ,,�c'INEk� 'G2444 2 87022PE r- -5. SAO, OREGO rL© 40 S A. HEWN EXPIRES:06/30/2015 December 5,2014 i t A WARNifiS-Vedtr tieI4,apuarsssersa4dREAD hCTES CM MS MC INCISED MTV(RE€:f€EM PASEMIT 7473wxJ/2/2t14BS- USE . Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for on individual building component. Ell Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown o for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �-T@ . erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPl1 Quality Criteria,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine tSP}lumber is upesified,rile design,aa&ues area these effective 06/03f2013 fnyAiSC Job Truss Truss Type Qty Ply POLYGON R43351160 PL14-411_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:23 2014 Page 1 ID:c53KNt9S8dZANgLpvMErIZkYCdl1-0nb276N7o0Rc4yGuhgTlvOpoHZg0Epa180xOf8yCJYQ 0.4" I I 1-2-0 I I 48-7 I I 1-2-0 I I 1-5-1 I 2-6-0 I Scale=1:16.4 1.5x3 II 4x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4x4= 4 5 6 7 . ._\ 70 0 N k� v e e a .' e e 13 12 11 10 9 354= 8 1.5x3 II 1.5x3 II 4x4= 4x4= 3x4= I 2-10-11 1 3-5-11I 4-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(X Y)— [2:0-1-8.Edgej.[3'0-1-8.Edg6].[9:0-1-8 Edge].[10:0-1-8.Edgej.[13:Edge.0-1-8] LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=356/Mechanical,8=356/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-380/0,45=380/0,5-6=-380/0 BOT CHORD 9-10=0/380,8-9=0/353 WEBS 4-10=-262/0,2-13=-620/0,3-10=0/446,6-8=-437/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard v,,VO4 PR Op - `� r G N E� % Q 87022PE C" / Cil 7 'Oi, OREGO e 4� 140 BER 1\ ‘'''.� EXPIRES:06/30/2015 December 5,2014 1 t ®WAT1N7? -Ves:trdesinoparameiru;ad READ 1s7£SGtMIS AND 1RCtt.£I KfTEK REFERENCE PAGE MIT.7473rex 1,29/Mid BEMUSE N Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for an individual building component. 11 11 . 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 M-Tek 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/TP11 Quality Crllena,DSB-89 and SCSI Bonding Component 7777 Greenback Lane,Suite 109 1F5suit sown Information be ioer c Plate Institute, are:Mesa esa Suitecre OG/Os/203.3 byA X14. Cirrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351161 PL14-411_UPPER F16 FLOOR 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:24 2014 Page 1 I D:c53KNt9S8dZANgLpVMEnZkyCdl1-Uz9QKS NmZKZTi6r5FOScL_JzzHz7ABNggxBayCJyP 1 2-44 I 1 2-6-0 1 Scale=1:40.3 1.5x3 II 4x5= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 e NsiNe _,vor m e _ 77N7., N 18 17 16 15 14 13 12 1.5x3 II 4x8= 3x6 FP= 3x5= 3x5= 3x8= 3x4= 23-1-4 23-1-4 Plate Offsets(X.Yt— [1:Edge.0-1-8J LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.20 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(LL) -0.33 14-15 >848 360 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:114 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=1010/Mechanical,12=1010/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1005/0,1-2=-1224/0,2-3=-1224/0,3-4=-2770/0,4-5=-2770/0,5-6=-3086/0,6-7=-3086/0,7-8=-2175/0, 8-9=-2175/0,9-10=-2175/0 BOT CHORD 16-17=0/2134,15-16=0/2134,14-15=0/3069,13-14=0/2772,12-13=0/1246 WEBS 10-12=-1544/0,10-13=0/1151,7-13=-740/0,7-14=0/388,5-15=-370/0,3-15=0/789,3-17=-1127/0,1-17=0/1535 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/I-PI 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 '5\ �Ep PRp fiL1 2 2 87022PE r 75. �.. ,, ©REGO, 4.1';:)ip ' O '�j8ER \' �® -S & HER P EXPIRES:06/30/2015 December 5,2014 e / ®W4rsNIM3-Uer.'f dr_=iga papaw thrsand REE.Al)F.CT SCSTHSSANDIMS[t O 147.7EKREFERfN PAGE NII 7473rec1/25J2014BECAME Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. 1� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1 � 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/T7I7 Quality Criteria,608-89 and 8051 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern,Pine(SP}%vndses%specified,the design wham are that&r4lactane oefc1p2ol,3 by ALSC. Job Truss Truss Type Oty Ply POLYGON R43351162 PL14-411_UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1325 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yAjpYoOOKdhJJGQHp5VD?pu9mMlziblKcKQUj1 yCJyO 11-7-01 2-6-0 1 0-k8 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 -iNlilliplp. r.. 11,17"141111p," Ii a 21 l)1 ., e e 20 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0- 23-11-12 I �� 23-111-4 Plate Offsets(X.Y)- 119:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress lncr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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) 13=1043/0-5-4 (min.0-1-8),19=1043/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=-2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,14-15=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=-796/0,8-15=0/444,6-16=-314/0,4-16=0/731,4-18=-1077/0,2-18=0/1492, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard tickED PRO/ < SS r 8 . 2PE ,, r y\ ).OREG© R".. �� Os, A. HO; EXPIRES:06/30/2015 December 5,2014 ®vikroYM5-rcr;aydcsigruparamcsrrssod REAPht7TES05THIS AtmMIMED MI7EKREFEREM7PAGE MIT7473mt110/25148 MISE 0... Design valid for use only with MiTek connectors.Th¢design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mitek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QualIty Criteria,DSB-89 and 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 IfSauthevrt Pints)tumbef is apes zd,thedfesigs wattles are..these effective 67.101/2013 by ARSC Job Truss Truss Type Qty Ply POLYGON R43351163 PL14-411_UPPER F18 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:25 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yAjpYo00KdhJJGQHp5VD?pu6HMQEimbKcKQUj 1 yCJyO 0-1-8 H 1-5-12 4= 2 3x4 11 Scale=1:13.2 - - 6 !I• 1.5x3= 0 0 1.5x3= 5 ■ =, 3 1.5x3 II 3x6= 1-11-12 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=240/0-5-4 (min.0-1-8),3=240/Mechanical FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 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)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-8,1-2=-280(F=-200) co ‘AG 87022PE �, C3REGO �' � wElEft ` A. NEA EXPIRES:06/30/2015 December 5,2014 ItJtNO-Ye tydesign;:aramazrsr:gad RE4raf5tsTES 0N)H11SAND TMTUSEDMINK TTEFE/rENCE PAGE tar.7473re owniogEaRRISE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �B erector.Additional permanent bracing of the overall structure is the responsibility of the buldng designer.For general guidance regarding MI eIC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-89 and(SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informalon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus He'Ms,CA,95610 135euthere Dine(Sr}lsrminer i� d,the dodgeears we sa effective06/01/2013 by MSC g • Job Truss Truss Type Qty Ply POLYGON R43351164 PL14-411_UPPER F19 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:25 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yAjpYo00KdhJJGQHp5VD?puB?MQEimbKcKQUj1 yCJyO 0-1-8 1.5x3 II HI = 1-7-4 1 314 2 Scale=1:13.2 1111111 1111 6 1IUJ 1.5x3= 0 0 N 1.5x3= : M/ 441 =/ 3 1.5x3 II 3x4= 1 1-11-12 1 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=76/0-5-4 (min.0-1-8),3=76/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 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 ;o Pi;R(JFFs Q 870 2PE c to 04 co 9 ' �,GREG N �ti .„ ' $ER ,1 On S4. HE'' EXPIRES:06/30/2015 December 5,2014 t _ t mows-VeettdesignpranvGrsaird 1Lt£SOY3NISSAM fht2US€6/4 E.CP.EFEREt PAG'hU7473mt.1125120149 . LSE 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 responsiblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the A s8't� ° erector.Additional permanent bracing of the overall structure is tile IYIe responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Crifeda,051.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP}tvmber is spedfied,Ma.design values aretlsasarefective tG/0312£11.4 byALSC Job Truss Truss Type Oty Ply POLYGON R43351165 PL14-411_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1326 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZlcyCdl1-QMHBI8P05xpAxO?TMpOSX1 RNhmmYRDKUq_92GTyCJyN Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 O e, O P O o 0 0 0 O d 20 19 18 17 16 15 14 13 12 11 I 11-4-8 11-4-8 i LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012TTP12007 (Matrix) Weight 55 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 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 tO PR Ore GIN�cis, ' ' 87022PE vt' y �'0), OREGON aP©4� 0 j/8E'R \\ 9Fa SN ‘40 A. HER EXPIRES:06/30/2015 December 5,2014 a a ®ktiAkfit74a-Ver'yriea40 parameters a.11411 NOTES ON MS ANL DEUCED P4<7fi.K fsEfiERfiAfT PAGE M11.7473 reg.I,-af/2L':&BEM USE. -_ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,D5B-89 and 8CSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It Sautherst eine tStal tumbec is specified,the design%bastes are th21446.effebtieeI%/itaf 1.3 byA se Job Truss Truss Type Qty Ply POLYGON R43351166 PL14-411_UPPER F21 Floor 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:26 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-QMHBI8P05xpAxQ?TMpOSX1 RLmmmnRD9Uq_92GTyCJyN 1.5x3 110-7-12 I 2-6-0 1.5x3 II 1 2 4x4= 3 Scale=1:13.0 J L _ a N 5 4 4x4 = 3x4= 9-1-8 3-4-12 I 0-1-8 3-3-4 Plate Offsets(X.Y)— [5:Fdae 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud 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:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 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=144/0-1-8 (min.0-1-8),5=144/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 87022P� r 7 ��,OR GGNf OtU �0 4E'ER 11 P� ` A. H9 EXPIRES:06/3W2015 December 5,2014 e ®KAIfNThrtx-Vedty design 750am Errs sod READ tai 12S 07/THEE AND 07 A;ED 14171/K REFERENCE PAGE MY 7473 N.&V2512014 9&3IME Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown IIII is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 If Southern dint I available Institute, umber is specified. desigunions we thrive effective a6/01/2O13 byAISC 22314. Citrus Heghts,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351167 PL14-411_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:27 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-uYrZzUQesFx1ZaagwVVXh4EzW A2pAcad3evbovyCJyM 1 1-3-4 1 2-3-0 I Scale=1:22.6 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 Le ,i0 / N, Z N- Cg N 0 1 10 9 3x4= 3x5 = 3x5= 3x4= I 13-0-4 I 13-0-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:67 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) 8=567/0-2-8 (min.0-1-8),11=567/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3-4=-815/0,4-5=-922/0,5-6=-922/0 BOT CHORD 10-11=0/372,9-10=0/984,8-9=0/590 WEBS 6-8=-760/0,6-9=0/427,2-10=0/570,2-11=-643/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 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 9..,c, {G4GINE'��fp2 87022P1. - a cv tc"'°,rORGONZ,,44/ �$ER S r �S k HEI-N EXPIRES:06/30/2015 December 5,2014 4 i A*won//3-V/r/y deAzgn;asar rrs am READ a2 s3S Sh 10/IIS AM sItKTml S Waif P.EFERENCE MOE NIT.7 473 cc 1/2f/26l4fsffsSt£USE l_ Design valid for use only with Mick connectors.This design is based only upon parameters shown,and Is for on individual bulding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �'���- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety#Sauchacr Pine t5ak:}ormation vtarasbeu from Nsarr€a Plate che-destg Institute, fa*uts aaeet2rase effective Suite o6 tai Ytt13 VA22314. Citrus Heights,CA,95610 8nf / aY • Job Truss Truss Type Oty Ply POLYGON R43351168 PL14-411_UPPER F23 Floor 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mi Tek Industries,Inc.Thu Dec 04 12:13:28 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-MIPx sgRGdY3UAj9sUE3wcSWggaLNv74nIle8KLyCJyL P"e-4 I I 250 I ap8 Scale=1:36.6 4x4= 3x4= 3x4= 3x4 = 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 z....N.,.9 7..44N e7 J�7 „N.. II__ 20 N 44•N a i 2 m - a � 19 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= 21-6-12I I 21512 Plate Offsets(X.Y)— 11:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=937/0-2-12 (min.0-1-8),12=937/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,45=-2170/0,5-6=-2686/0,6-7=-2686/0,7-8=1975/0, 8-9=-1975/0,9-10=-1975/0 BOT CHORD 16-17=0/1437,15-16=0/1437,14-15=0/2569,13-14=0/2472,12-13=0/1146 WEBS 10-12=-1420/0,10-13=0/1027,7-13=-616/0,7-14=0/264,5-15=-495/0,3-15=0/908,3-17=-1267/0,1-17=0/1042 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 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 W) PR ape. 5 tiNG�NEF'9 s/0 87022PE r / - X45,,OREGON rte ,,,ill 9CI% 8ER 1� A' A. Hvik EXPIRES:0£/30/2015 December 5,2014 4 _ i ®iYAAfa -Yeri?ydesignrarame rsarilte"AZI?LT3GkTHIS MIMED ESNIT€KR€€€R€SSEWSGE/4717473tee/179/2ft8NE5�t£t� Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for an individual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 6�� E�° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BXI fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTP11 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 tSf5eu InformationneWWin luerther�ssp cifiedniattee sigis vaaelues arree�saStreet, vets a 99/02Ind�a3,oyMkC3,14. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351169 PL14-411_UPPER F24 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:29 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-qxzJ NARuOsBlotk22xa99f3pM_mZeYrwXyoisoyCJyK 0-1-8 H I 148-12 I I 2-0-8 I 2-6-0 Scale=1:38.6 3x4= 1.5x3= 1.5x3 I I 1.5x3= 3x4 I I 3x4 = 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x4 I I 1 2 3 4 5 6 7 8 9 10 11 0 e " 20 -, 'N. N7VN...— NN 0 0 01 19 R XxXXxXXXXXX XXXXXXXXXXXX XXXXXXXXXXXX X XXXXXXXXXXXxx; 18 17 16 15 14 13 12 1.5x3 I I 3x6= 3x6 FP= 3x5= 3x5 = 3x5= 3x6 = I 2-1-4 22-4-12 2-1-4 20-3-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:117 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-5-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)12 except 13=489(LC 4),14=451(LC 4),15=417(LC 4),17=1052(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/496,2-3=0/497 BOT CHORD 16-17=-301/21,15-16=-301/21 WEBS 2-17=-303/0,1-17=-694/0,3-15=-111/271,3-17=-364/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 1. 4)Recommend 2x6 strongbacics,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)336 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). �,t� PR ores LOAD CASE(S) Standard �Co �G(N� - %O 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 2 Uniform Loads(plf) 1,4 Vert:12-18=-8,1-2-180(F=-100),2-11=-80 8 i 2PEr- Concentrated Loads(Ib) �' Vert:1=-336(F) i to / , 5. cC4''oi, OREGO Q' <U 'PO $'44. RAN 4Z) ©S 4. HE'R EXPIRES:06/30/2015 December 5,2014 4 9 ® ItNI7/S.h r,'fdesignrarameersandRE4flhtt`ITSOfdTHISAM&INCL/SELL#ITEKfE€ERE?rE73AGEXII7473re61/ltl/2tt4 BE.ME11SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Carus Heights,CA,95610 lt.rraastherss:pine(spry lumber is specified,the de/tepee:Wet ase:thole effective 06/O9fAO13 by At5C Job Truss Truss Type Qty Ply POLYGON R43351170 PL14-411_UPPER F25 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:30 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-17WibVSW9AJcQ11Fbe5Oitb2uN7QN1K31b7FPEyCJyJ 0-pf8 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 e a e a a 0 O O n e e a` a 2 a 1 a 38 a 0 d N i.: _ _ i _ _ ii ii i ir XXXXXXXX XXXXXX,CXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXN 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-4-0I 2-8-0 I 4-0-0 I 54-0 6-8-0 I 8-0-0 I 94-0 I 10-8-0 12-0-0 I 13-4-0 I 14-8-0 I 16-0.0 I 17-4-0 I 18-8-0 I 20-0-0 I 21-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 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 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.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 21-6-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22, 21,20 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 `c 87022P,. r - Arm OR GON 3)Q "Pr, a 48ER A\ 4 EXPIRES:0613W2015 December 5,2014 1 r ®1043)8743-Vcr:tydesip)warm rsa:rdREAL WITS ON7$#ESAM I7KIMEO87EEKREFERE875PAGE 8)77.73rev.J,125/20149f08f€SE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and a 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 a the responsibillily of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,emotion and bracing,consult ANSI/TPIl Qua01y Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine tSP)tvmtaerit eitesified,the etesigo weittee are finale atfective 1610E/2.01At: st Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F28 Floor 3 1 843351171 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-nJ44orT9vTRT1BtR9McdE48A4nL46JTD_FtpxgyCJyl 1-0-4 1 2-6-0 l 0-11r8 Scale=1:41.5 4x6= 3x4= 354= 354= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 V •N eI/NV 7 NNN,9 V N 07 N a 21 0 _ a `" Ail 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5 = 3x5= 4x6= 3x4= 1.5x3 SP= 0-Ira 24-4-12 -8 24-3-4 LOADING(ps() SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:122 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1062/0-5-4 (min.0-1-8),19=1062/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1782/0,3-4=-1782/0,4-5=-3190/0,5-6=-3190/0,6-7=-3366/0,7-8=-3366/0,8-9=-2315/0,9-10=-2315/0, 10-11=-2315/0 BOT CHORD 18-19=0/600,17-18=0/2626,16-17=0/2626,15-16=0/3419,14-15=0/2982,13-14=0/1316 WEBS 11-13=-1631/0,11-14=0/1238,8-14=-827/0,8-15=0/475,6-16=-283/0,4-16=0/699,418=-1045/0,2-18=0/1464, 2-19=-1200/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 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 ��Et3 PRQF�ss 0CNGjNE� >e2 4c 870 2PE 191 cn - �'0.,, OREGON 4f) Iti Cbs BER A. HE EXPIRES:06/30/2015 December 5,2014 a I ®t4fWiI:/3-Yet:fyde_PiynrnarrmtsrsasdREAD 10rS.SctNTIM Ale mama LUCEON TEKAE€€REM ma-?Sa1473mg.1125/2SIdBECARI5€ Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. ill � Applicability of design parameters and proper incorporation of components responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If aeras Pitte gSP)tuimireee kspa...IA.„the design vekuees are thous e27eztiue Ds/o#/zga.s byRISC Job Truss Truss Type Qty Ply POLYGON R43351172 PL14-411_UPPER F27 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-nJ44orT9vTRT1 BtR9McdE48CQnQy6PtD_FFttpxgyCJyl 1 1-7-12 I 2-6-0 I 0-j18,A Scale=1:25.6 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3= 1W 2 3 4 5 6 7 UNit • .0.•, ., 13 0 N a e 12 1. 10 9 ' 3x4= 3x5 = 3x5= 3x4= 1118 14-9-4 I 0-1-1 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:75 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) 8=639/0-5-4 (min.0-1-8),11=639/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1057/0,3-4=1057/0,4-5=-1160/0,5-6=1160/0 BOT CHORD 10-11=0/527,9-10=0/1250,8-9=0/739 WEBS 6-8=-915/0,6-9=0/522,2-10=0/657,2-11=-782/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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 87022PE 1- cvN y %,,,, OREGO ?t?$ ".PC0.:48ER \u Pry - A. Her EXPIRES:06/3012015 December 5,2014 a t ®wA5f f 4 re rlydesign paramtErs and READ M2 75 ON THIS ANDMOD)KIM 66EFERE MtAGEmaf 7417 rat 112512014 BEM:F Design valid for use only with MTek connectors.The 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 �'��k° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Southern Pint(SP)lumber is specified, t Plate I u8'tte, hives eon those 1.Suite ulnae 555/201;by RISC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351173 PL14-411_UPPER F28 FLOOR SUPPORTED GABL 27 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-nJ44orT9vTRT1BtR9McdE48EmnTm6U4D_FtpxgyCJyl 1 1-0-8 1 1.5x3 II 3x4= 2 Scale.1:13.2 • O d • •sis 1.5x3 II 3x4 = 0- 0 1-3-8 0-14-3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 `*"` 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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 ,i1,.0) PR OF.s �co �GlNE , o 2 87022PE r"' tv - �A,OREGO ti�©W BER � Ar A. HE EXPIRES:06/30/2015 December 5,2014 WARNING-Wed)+,desrsanparameters uralREAP 8215508MIS ANC MOM MITEK REM EMT PAGE NH.;473ret.1129/2014BEM USE r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respornibillity 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 Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 315authetet 25ne(SF}Iumaxas.is Apasitfied.the dodge Makin ate:thasa effective o6/O3f2G1.4 by MSC Job Truss Truss Type Qty Ply POLYGON R43351174 PL14-411_UPPER F29 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon • 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:32 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-F WeSOBU ngnZKfLSdj37sn I hOdBpOrxKMDvcMT7yCJyH i 0-10-12 1.5x3 I I 1 3x4 = 2 Scale=1:13.2 ; d 1.5x3 II 3x4= 0-n r 1-1-12 I s i 3 1-1-12 LOADING(psi) SPACING- 1-0-0 CSI. DEFL- in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "*' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-12 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=28/1-1-15 (min.0-1-8),3=28/1-1-15 (min.0-1-8),3=28/1-1-15 (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(Le.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 <-, EUPRope '�G . INE€9 /0. 8 • 2PE y N / ,' �/ - �A. OREGO (15?©� '"P,(�c�/�BE,R 1� P� EXPIRES:06/30/2015 December 5,2014 4 t ®4€4k4p Verity dellgii wan*to3;Ad REAL NO TES ON THIS ANC naafi)MIER REFERENCE MOE MIT 7473 re r.112512014 BERVENSE . �� Design valid for use only with MOek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIT Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ItSoutherr,.piece t°SP)lumbar is sparifiad,the.design vuJusas are:vhase effective 06/05/2013 by At:SC Job Truss Truss Type Oty Ply POLYGON R43351175 PL14411_UPPER F30 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacfic Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:32 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-FWeSOBUngrrZKfLSdj37snlhOgBp2rxKMDvcMT7yCJyH 1.5x3 II 1 4x4= 2 Scale=1:13.3 - o 7 0 4 3 1.5x3 I I 4x4= Oj-0 0-9-12 0-15-4 0-9-12 Plate Offsets(X Y)— [1:Edge 0-1-8] [3:Edge 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL- in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight: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 0-9-12 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=19/0-10-0 (min.0-1-8),3=19/0-10-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 <01°- PA O� ss NAGIN4- ro 1. Q� 870 2PE '<('4 C3REG N ...:15:;(144/1\1 A,. HE EXPIRES:06/30/2015 December 5,2014 impims.Ve'ydesign parsrne rs aa4 READ NC TES GN MIS ANL 42LGE /4H5K ftt€£E8£N7E PAGE MIT 7473 mg.,/PVC 8F08EUSE 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 T ekerector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Cdfeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 <f545atthatn Pine(S.P)Is box is Spkedfiesti,the design vats.res are those u4€esrivc 06/0211013 by MSC Job Truss Truss Type Qty Ply POLYGON R43351176 PL14-411_UPPER F31 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mi Tek industries,Inc.Thu Dec 04 12:13:33 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jiCgDXUPR5hBHV1pHne5JVDZFb9EaOaWRZMvOZyCJyG I 1-0-8 I 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 0 M.1 ♦����4•�SIP 1.5x3 II 3x4 = 01-0 1-3-8 I 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 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(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 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(Le.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 PRQp�.=- ss�GINEFr � © � 8 • 2PE �9r (IN CV r , y "3j, OREGO els'a� A. NERC EXPIRES:06/30/2015 December 5,2014 f I 1 ®WARN/te-Verity riesJu pararners as/READ IC TES ON THIS Ade MUM O Mr TEK REFEREPCE PAGE MU,7 473 me 1/25/201,1 BEM Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. la 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 '�q�Te�+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI { fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaNfy Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern FanetSP)tuauizas isstresifred"tine design.uatuasareThase o4€ectirsc 1GFOlf2O13 byA kC Job Truss Truss Type Qty Ply POLYGON R43351177 PL14-411_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:33 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jiCgDXUPRShBHV 1 pHne5JVDZub9BaO2WRZMv0ZyCJyG 1 2 3 4 Scale=1:13.0 J J — — .. ... .. .. .. ... ... 8 7 6 5 I 3-7-0 I 3-7-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 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 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 40 PR Opesu� G. NGINEF- ✓© 144 870 2PE � `�-�,� REGO n Q``i Q MBER 1� USA Hex-- EXPIRES:06/30/2015 December 5,2014 4 4 ®WA.tNf7Y`-Ver//tfdesign rarvmcsirsumiREAD f/D7.SONMIS A80€YaiVE0MITEII'fiE€ERE8YEPAGE Mir 7413,ex.1/2fl//#P86 3ttEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Ell Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ' ��.. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-69 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 Hegfits,CA,95610 ft Sauthaml+ine tSP)lumber is specified,the slasign uafuee are these effective 06/01/2013 by ALSO Symbols Numbering System 41, General Safety Notes PLATE LOCATION AND ORIENTATION 1 3 " Center plate on joint unless x,y 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property /4 I (Drawings not to scale) offsets are indicated. Damage or Personal Injury MEIDimensions are in ft-in-sixteenths. 11406. 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 SCSI. 2. Truss bracing must be designed by an engineer.For Q-1/T 6' 4 widestack truss spacing,individqual lateral braces themselves may remaquire bracing,s inadeor alternative Tor i i i i t e l .111W braceda bracing shouldterialbeconsidered.uatelyr 2� 3. Never exceed the design loading shown and never g III��� OI0022._For 4 x 2 orientation,locateOc7 8 C6-7 c5-6 4 designer,erection supervisor,property owner ltrusses.and plates 0-1/1 ' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber p 9 shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that i. Indicated by symbol shown and/or SYP represents values as published specified. i� Y 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. 4111 Al Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 'IMEMINF reaction section indicates joint 17.Install and load verticallyunless indicated otherwise. IMI 1M III III i number where bearings occur. 1.-7:1---.1Min size shown is for crushing only. ,tq 18.Use of green or treated lumber may pose unacceptable _1 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: N111111 ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. SDesign Standard fornBracing. BCSI: at Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, Mirek° ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev.01/29/2013