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Plans X 7-_6)l S- o vt F ® • 0 ( S'o cl 6 51,t2 viz.( C__ MTekIP 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 RECEIVED OCT 8 2015 CITY OF ARD BUILDING DIV DIVISION 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:R43873677 thru R43873705 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. `�REo PRQp1. X40' ANGINEFR lc2 `r 870 2PE 9f N = y SAT OREGON rto OZi '96 FABER 1,‘ OS A. Q EXPIRES:06/30/2015 February 23,2015 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Oty Ply POLYGON R43873671 PL14-411_UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 1559 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCd11-Xuw6FGLPtgX09gMAt"dk615Mr9CSIYJH4X8vsgziw8U 1-0-0 I 1.5x3 II 1 3x4= 5 2 Scale=1 13 2 _-11 I.■ -Mr • ,/ 4 '= 3 1 5x3 II 3x4= ( 1-3-0 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 0 37 Vert(LL) 0 00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1 00 BC 0 01 Vert(TL) -0 00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0 00 Horz(TL) 0 00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matnx) 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=l 00,Plate Increased 00 Uniform Loads(pili) Vert.3-4=-10,1-2=-100 Concentrated Loads(Ib) Vert:5=277(F) INE, „sly cc 87022PE 9r N 7 "0�,-OREGO eP �~ �on F�8 ER s'' �O S A. H ERCP EXPIRES:06/30/2015 February 23,2015 f / ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02./16/2015 BEFORE 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 �q T ll).. is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibility of the I V i k erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control.storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street.Suite 312.Alexandna.VA 22314 Suite 109 Citaic Hrights,fA asAin Job Truss Truss Type Qty Ply POLYGON R43873678 PL14-411_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) _ Pacific Lumber 6 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Indusmes,Inc Sat Feb 21 10 16 03 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-Qg9d5eOvwulSeRgx6ngHfG29mU8hIYr79667bzrwBQ 11-0.0 I 11-1-0 II 1-2-0 1('8'711 1-2-0 1 a1 i 13 Scale=139 9 5x6 I I 3x8 II 3x6 FP= 3x6 FP= 5x8 I I 5x8 II 5x6 I I 5x8 II 1 2 3 4 5 6 7 8 41 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 % 1.\:_i/WIWA\__ --' A\ A VA'. _ O O -imi 0 y e - I� d 7.31 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 6x6= 8x8= 3x6 FP= 6x8 II 5x6 II 5x6 II 5x6 II 6x6 I I 8x8= 6x6= 1 5x3 SP= 3x6 FP= 6x8 II 23-1-4 23-1-4 Plate Offsets(X Y(- 132 0-3-0 0-0-01 1_34 0-3-0,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid 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 (Matnx) Weight 204 lb FT=0%F,096E 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. (Ib/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=-5590/0,9-10=-5969/0,10-11=-5974/0,11-12=-5974/0, _ 12-13=-5823/0,13-14=-5823/0,14-15=-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, 14-31=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. ���0 PR R Orn'- 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/I-PI 1 �Co ENGINE /O 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 -0- be be attached to walls at their outer ends or restrained by other means 870 2 P E /�� 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 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) N LOAD CASE(S) Standard 5' CC\ OREGON c f 1)Dead+Floor Live(balanced) Lumber Increased 00,Plate Increased 00 T � O ci Uniform Loads(ptf) 9O s Ii ER �\ Concentrated Loads(b)1 16=-80,16-24=-130(F=-50) OS, A- HER4P Vert'16=-177(B)41=-965(B) EXPIRES:06/30/2015 February 23,2015 1 I IMMO A WARNING-Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.02/16/2015 BEFORE USE • . Design valid for use only with Mirek connectors The design 6 based only upon parameters shown and is for an individual building component Applicability of design parameters and proper incorporation of components responsibility of building designer-not truss designer Bracing shown Mil is for lateral support of individual web members only Additional temporary bracing to insure stability during construchon is the responsibiltrty of the MiTek- erector Additional permanent bracing of the overall structure s the responsibility of the building designer For general guidance regarding tabncotion,quality control,storage,delivery,erection and bracing,consult ANSI/TPil Quality Cdteda,DSB-89 and BCSI Banding Component 7777 Greenback Lane Safety information available from Truss Plate Institute,781 N Lee Street,Suite 312 Alexandria,VA 22314 Suite 109 Girls Heights CA 951111n Job Truss Truss Type Qty Ply POLYGON R43873679 PL14-411 UPPER F03 Floor Girder 1 1 Job Reference(optional) - Pacific Lumber 8 Truss Co, Beaverton.Oregon 7 530 s Jul 11 2014 MTek Industries.Inc Sat Feb 21 10 16 04 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-usl3l_OXhC9JFbF7gYDvp4pFrAuzQhzOEprgXlziw8P I 1-7-0 I I 1-9-0 I Scale=1 17 8 - 6x6 = 3x6 II 3x6 II 3x6 II 3x6 II 3x6 II 1 11 2 3 4 12 5 13 6 e e e e d N \e Y/ e --'3 b 10 9 8 6x6= 5x6 II 3x6 II 6x6 = I 9-4-0 I 9-44 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft 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 Incr 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 1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No 1&Btr(flat) end verticals WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 10=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) .a 0 PR OFA S Vert 7-10=10,1-6=-100 Concentrated Loads(Ib) �Gj NGINE-R v2J Vert 4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=-132(F) fit? 9 87022P f H- m AOR GON el(,. M • M1Q O© BER \ S a. Heck EXPIRES:06/30/2015 February 23,2015 e l WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MU-747.3rev.02/16/2015 BEFORE USE -- Design valid for use only with Mitek connectors This design is based only upon parameters shown,and u for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability dung construction n 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 Quardy Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 Crtmc Heightc CS Q55111 Job Truss Truss Type Qty Ply POLYGON R43873680 PL14-411_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) _ Pacific Lumber B.Truss Co, Beaverton,Oregon 7.530 S Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 06 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-qFrm)gQoDpP1 VvPWozFNvVura__S6ugQJh7Kmcwziw8N I 1-10-4 II 1-9-0 1 0-k8 Scale=1:41 8 3x6 FP= 3x6 FP= 1 5x3= 4x6 II 4x6 II 4x6 II 1 5x3 = 1 2 28 3 4 5 6 7 8 9 10 11 12 13 14 15 16 r. �� L' L' L\IIIIIIIIIrilL11\1111rf� .. 27 \ / \ / grid \411117 \. d ,,,,,ti-_ 26 25 24 23 22 21 20 19 18 175 1 5x3 II 4x8 = 3x6 FP= 3x5= 3x5 = 3x5= 4x6 = 3x4 = 1 5x3 SP= I 23-11-12 I 73-11-12 Plate Offsets(X Y)- 127.0-1-8,0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 0 12 Vert(LL) -0 17 20-21 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1 00 BC 0 58 Vert(TL) -0.27 20-21 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0 23 Horz(TL) 0 08 17 n/a n/a BCDL 5 0 Code IBC2012/TP12007 (Matrix) Weight 159 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 No 1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/size) 25=1061/Mechanical,17=1046/0-5-4 (min 0-1-8) FORCES. (Ib)-Max.Comp./Max Ten -All forces 250(Ib)or less except when shown. TOP CHORD 1-25=-1056/0,1-2=-1081/0,2-28=-1081/0,3-28=-1081/0,3-4=-2501/0,4-5=-2501/0, 5-6=-3277/0,6-7=-3277/0.7-8=-3277/0,8-9=-3417/0,9-10=-3417/0,10-11=-2919/0, _ 11-12=-2919/0,12-13=-2919/0,13-14=-1786/0,14-15=-1786/0 BOT CHORD 23-24=0/1860,22-23=0/2950,21-22=0/2950,20-21=0/3406,19-20=0/3228,18-19=0/2417, 17-18=0/971 WEBS 15-17=-1373/0,15-18=0/1152,13-18=-892/0,13-19=0/711,10-19=-436/0,10-20=0/268, 5-21=0/462,5-23=-635/0,3-23=0/906,3-24=-1102/0,1-24=0/1466 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down at 2-11-4 on top chord ���0 PR Opp 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) ,\� �NGI N EF- /- LOAD CASE(S) Standard 2'9 1)Dead+Floor Live(balanced):Lumber Increase=1 00,Plate Increase=l 00 CC 870 2 PE / c Uniform Loads(plf) Vert 17-25=-8,1-16=-80 Concentrated Loads(Ib) (1) CV Vert 28=-20(B) 5,- (‘•G/, OREGON rye O4li �� CO.8ER \\� "7- A. HER EXPIRES:06/30/2015 February 23,2015 6111- I I I\.. I fIl l_._l a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev 02/16/7015 BEFORE USE. s • Design valid for use only with Mitek connectors This design a based only upon parameters shown,and a for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer Bracing shown a for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction a the responsibillify of the MiTek. erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncotion,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Crtieda.DSB-89 and SCSI Bonding Component 7777 Greenback Lane Sotety Information available from Truss Plate Institute,781 N Lee Street,Suite 312.Alexandra,VA 22314 suite 109 him,Heigmc CA scum Job Truss Truss Type Qty Ply POLYGON R43873681 PL14-411 UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Parc Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 1016 07 2015 Page 1 ID.c53KNt9S8dZAN gLpvM EnZkyCd11-I RO8wORQ_7Xu63z1LgncR1 QnKOwJdAI Swn4K8Mzrw8M 1-2-12 115x3 II 1 3x4 = 2 Scale=1 13 2 - o 4 3 1 5x3 I I 3x4 = 1-5-12 1-5-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. to (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 Incr NO WB 0.00 Horz(TL) 0 00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matnx) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 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) 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 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 40 PR opess c ,�\ �NGINE€4 y `t' 87022PE -y OREG•N d i 6'4/ • BER A. HEC)t EXPIRES:06/30/2015 February 23,2015 IMM_ d _ ®WARNING-Venfy design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.02/16/2015 BEFORE USE Design valid for use only with M7ek connectors Thrs design a based only upon parameters shown.and n 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 dunng construction is the responsibdlity of the iTek' erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 Citric Heighr4CA CAW/ Job Truss Truss Type Qty Ply POLYGON R43873682 PL14-411_UPPER F07 GABLE 1 1 Job Reference(optional) Pacfic Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 09 2015 Page 1 ID c53KNt9S8dZANgLpvMEn7cyCdl1-Eq iLhSgWknbMM75T5p4W8W7tBco5411NSZRDFzrw8K 0*8 Scale=1394 34 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I5; r jpi 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 1 2-8-0 I 4-0-0 1 5-4-0 I 6-8-0 1 8-0-0 I 9-4-0 10-8-0 1 12-0-0 113-4-0 1 14-8-0 1 16-0-0 1 17-4-0 18-8-0 I 20-0-0 1 21-4-0 122-8-0 12311-12I 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) t/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(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All beanngs 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 beanng 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 ,\tiREO PR OFFS ,� ANGINEF9 s/L., 870 2PE • cr) CV � / QA> OREGO � < \OOMBER \ S A. HO; EXPIRES:06/30/2015 February 23,2015 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev 02116/2015 BEFORE USE • Design valid for use only with Miiek 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 dunng construction is the responsibility of the MiTek. erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication quality control,storage,delivery,erection and bracing,consult ANSI/IPIl Quality CrIteda,D58-89 and BCSI Building Component 7777 Greenback Lane Safety Intonation available from Truss Plate Institute,781 N Lee Sheet,Suite 312,Alexandra,VA 22314 Sane 109 Cunic Height,rA O wln Job Truss Truss Type Qty Ply POLYGON R43573683 PL14-411_UPPER F08 GABLE 1 1 Job Reference(optional) Pacdre Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 10 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-104GZ1TIH2vSzWiH1pKJ3L2JtbyOgXXvdl_Ihzrw8J Scale=138 0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0 d 0 o a ii a o o c a p o o a o ; i uuuuuuuuuuuuuuuuuuuuu-uuuuuuuuuuuuuuuuuuuuvuuuuuuuuuuuuuu uuusiC 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= i 1-4-0 2-8-0 ' 4-0-0 1 5-4-0 i 6-8-0 I 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 I 13-4-0 l 14-8-0 I 16-0-0 l 17-4-0 1 18-8-0 I 20-0-0 1 21-4-0 1 22-8-0 2p� 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 1-4-00. 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1 00 BC 0 01 Vert(TL) n/a - n/a 999 BCLL 0 0 Rep Stress lncr YES WB 0 03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matnx) 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 beanngs 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 beanng. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(1.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 ,_N GINE `rho 2 ct 87022PE 91! / 7 x'02., OREGON ti)Q4� 9O $MB ER \,' ' ps A. HECk EXPIRES:06/30/2015 February 23,2015 4 / a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. • Design valid for use only with Mitek connectors Tho designs 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 Mil o for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction Is the responsiblhty of the M�Tek- erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crtteda,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna VA 22314 Suite 109 CdnrwHelghtc rA stein Job Truss Truss Type Oty Ply POLYGON R43873684 PL14-411_UPPER F09 Floor Girder 1 1 Job Reference(optional' Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 11 2015 Page 1 ID c53KNI9S8dZANgLpvMEnZkyCdl1-BCefmNUw2M1JbgHTaWrYcZbP62He��Zlxt�VV2rP2XH7zrw81 I 2-8-0 I I 1-8-12 I I 1-8-12 I l, 96 Scale=1176 3x4 I I 3x4= 1.5x3 II 3x6 = 3x4= 1 2 3 4 5 • [e — 11 ° 1 5x3= 0 e I _ - 10 9 8 7 6 1 5x3 H 3x6= 3x5= 3x6= I 7-2-12 I 9-4-0 I 7-2-12 2-1-4 Plate Offsets(X Y)— [1:Edge 0-1-81 (5 0-1-8 Edgel LOADING(psf) SPACING- 1-7-3 CSI DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 034 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/TP12007 (Matnx) 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 Upidt9=-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 beanng 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 Ib 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) <Cvl D P R OFF. LOAD CASE(S) Standard `Co ��GI N E' 'r,,, u4,-) 1)Dead+Floor Live(balanced) Lumber Increase=l 00,Plate Increase=l 00 �? - w 9 Uniform Loads(plf) 870 2PE Vert 6-9=-8,1-4=-80,4-5=-180(F=-100) Concentrated Loads(Ib) Vert 5=-336(F) in CV y �Aj, OREGON ti�O.C/~ 9� �M8ER -\1 O`s A. HER�P EXPIRES:06/30/2015 February 23,2015 B J ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev 02/16/2015 BEFORE USE • Design valid for use only with M7ek connectors This design n based only upon parameters shown,and o for an individual building component I Applicability of design parameters and proper incorporation of component s responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibility of the MiTek- erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding tabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPIT Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312 Alexandra,VA 22314 Suite 109 Canty Height}CA QSR1n Job Truss Truss Type Qty Ply POLYGON R43873685 PL14-411_UPPER F10 GABLE 1 1 Job Reference(optional) _ Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16.12 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-fOCIJVYpf9ADgsg8EMn8m8fNPeVIQOC43n5gZzrw8H 1 2 3 4 5 6 Scale=1 12 8 - - -1 - - -- ,4 tsr e o 1 o 0 13 12 11 10 9 8 7 1l 1-4-0 2-8-0 4-0-0 5-4-0 6-2-12 1 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) 1/deft Lid PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 0 05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10 0 Lumber Increase 1 00 BC 0 01 Vert(TL) n/a - n/a 999 BCLL 0 0 Rep Stress Incr YES WB 0 03 Horz(TL) 0 00 7 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matnx) 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 beanngs 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 beanng 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 ��>cp P R OFFS ��� �GNGINEF/1 s1o.y 870 2PE y � -t�; OREGON ci, <4 9C 6'4,1S ER 1,\' �p OS A. HER\4 EXPIRES:06/30/2015 February 23,2015 0 _ I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411-7473 rev 02/162015 BEFORE USE. " Design valid for use only with MTek connectors The design is based only upon parameters shown,and 5 for an individual building component Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer Bracing shown MI Is for lateral support of individual web members only Additional temporary bracing to Insure stability dunng construction is the responsibillity of the Kiel( 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 Quarily Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Surte 109 (:rtn is Heights CA 55015 Job Truss Truss Type Qty Ply POLYGON R43873686 PL14-411_UPPER F11 Floor 12 1 _ Job Reference(optional) _ Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 S Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 13 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCd11-7bmPB3VBazH1q_RsixtOh gSMotA1INLIiXeMOziw8G 0-1-8 H I 1-8-12 1 I 2-2-0 1 2-6-0 I Scale=1 39 0 304= 15x3= 1 5x3 II 1 5x3= 3x4 11 3x5= 1 5x3 I I 304 = 1 5x3 II 3x4= 3x6 FP= 3x5= 1 5x3 II 2 3 4 5 6 7 8 9 10 11 20 N/NV 9 18 17 16 15 14 13 12 1 5x3 I I 3x6= 3x6 FP= 3x8= 305 = 3x6= 3x4 = 2-2-12 1 1-11-12 20.lt4 22-4-12 1-11-12 SAA20-2-0 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (lac) I/deft Lid 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 Incl NO WB 0 54 Horz(TL) 0 05 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matnx) 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. (Ib)-Max Comp/Max Ten -All forces 250(Ib)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 beanng plate at pint(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(8) LOAD CASE(S) Standard <CPR0 -fiSs 1)Dead+Floor Live(balanced)-Lumber Increase=l 00,Plate Increase=l 00 �C- ��G,N��� ./.0Uniform Loads(plf) * Vert*12-18=-8,1-11=-80 �� 8 I 2PE 91` Concentrated Loads(Ib) Vert 1=-336(F) i N 7 y >. OREGO ti�Q4H °S A. HEC)`\4P EXPIRES:06/30/2015 February 23,2015 1 ®WARNING-Vent),design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev 02/16/2015 BEFORE USE. I Design valid for use only with Mitek connectors This design e 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 dunng 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 fabncotion,quality control storage delivery,erection and bracing consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Surte 109 cnni¢Hepntc CA 4591n Job Truss Truss Type Qty Ply POLYGON R43873687 PL14-411_UPPER F13 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Industries,Inc Sat Feb 21 1016 14 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-bnKnOPWpLHQuuS��7s�02GfPFDBDzZCHumJtUXNGBuSzrw8F I 0-6-4 4xd-I 1-2-0 1 0-8-7 4x4-1 1-2-0 I 0-6-1 I -r`T 1 2 3 4 5 4x4= 6 Scale=1 12 9 - J _ _ 13 0 O o Q N N _ t — 4x4= 12 11 10 9 8 41* 4x4= 4x4= 1 2-10-11 I 3-5-11 I 4-0-11 1 4-11-4 1 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X Y)- [2:0-1-8 Edge).14.0-1-8.Edge] [5.0-1-8.Edg-J,f7.Edge.0-1-81.[100-1-8 Edgel.[12 Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid 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(iL) 0 00 7 n/a n/a BCDL 5 0 Code IBC2012ITP12007 (Matnx) 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(Ib)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 venfy 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 R ���(} P Oren cc $7022PE y �'ol; OREGO rl���N � ka A. HE EXPIRES:06/30/2015 February 23,2015 4 4 ®WARNING-Vent)"design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIL7473 rev.02/16/2015 BEFORE USE. Design valid for use only with M7ek connectors This design a based only upon parameters shown and is for an individual building component Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer Bracing shown ME is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibillity of the k'tek erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding iX' fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,781 N Lee Sheet,Suite 312,Alexandna,VA 22314 Suite 109 Cun>Heights CA 05610 Job Truss Truss Type Qty Ply POLYGON R43873688 PL14-411_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 15 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-3zt9GXR6aY14HbFpMwUmPm6ScbNVklem101Quzrw8E 1 0-6-4 1 1 1-2-0 I I -8.7 I I 1-2-0 I I 1-5-1 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 J —/ 9 / . e e e - 13 12 11 10 9 304 = 8 1 5x3 II 1 5x3 II 4x4= 4x4 = 3x4= 1 2-10-11 1 3-5-11 14-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(X'Cl- [2 0-1-8.Edge] f3 0-1-8 Edge].19:0-1-8 Edge].110.0-1-8 Edgel.[13:Edge.0-1-8J LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL 400 Plates Increase 1.00 TC 0.32 Vert(LL) -00310-11 >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/rP12007 (Matnx) 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=-380/0,4-5=-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 '<<.s1,,EO PR OPE.., ,�\� �NG[NF9 <S,0.. 870 2PE � y �'oJ OREG N cls Q<4� �On Fti18ER \\ S A. Heck EXPIRES:06/30/2015 February 23,2015 4 5 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mick connectors This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown NI is for lateral support of individual web members only Additional temporary bracing to insure stability-during construction is the responsibility of the MiTek.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 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 I rnn,c 61.9111c,r-A Q5R10 Job Truss Truss Type Qty Ply POLYGON R43873689 PL14-411_UPPER F16 FLOOR 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 16 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-XARYp5Y3tugchR9RN3RIJcIlUOueE2Mn_hlIzLznv8D 1 2-4-4 I 1 2-6-0 I Scale=140 3 - 15x3 II 4x5 = 1 5x3 II 3x4= 1 5x3 II 3x4= 1 5x3 II 3x4= 3x6 FP= 3x6= 1 5x3 I I 1 2 3 4 5 6 7 8 9 10 11 e e it.. e m g 1 i „N..... ...V NN 7 NNN 7 / d o 18 17 16 15 14 13 12 1 5x3 II 4x8 = 3x6 FP= 3x5= 3x5= 3x8= 3x4 = 23-1-4 I 23-1-4 Plate Offsets(X.Y1— [1•Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft L/d 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(TL) -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 IBC2012/TP12007 (Matnx) 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/TPI 1 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard c��CD N . ,- i 2 �� 870 2PE 9r %,''$, OREG N ct:OL 9O FMQER \� r O' A. HE-C'' EXPIRES:06/30/2015 February 23,2015 6 t ®WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Milek connectors This design is based only upon parameters shown,and is for an individual building component �- Applicabifty 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 dunng 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 fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N Lee Sheet.Suite 312,Alexandna,VA 22314 suite 109 rrtmc ttobmc rA 9551n Job Truss Truss Type Qty Ply POLYGON R43873690 PL14-411_UPPER F17 Floor 16 1 Job Reference(optional) " Pacific Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 17 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-TMTw1 QZhdCoTJbkdxnyyrgrTwODKzWwxDLVsVnzrw8C 4}7-41 2-6-0 I 0-pt8 Scale=140 7 4x6= 3x4= 3x4 = 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 = l:. 9 7 N Z.' 9 7 •N 7 a 21 / \ oe e e e A 20 19 18 17 16 15 14 13 4x4= 4x8= Sue FP= 3x5= 3x5= 4x6 = 354= 0-'?)8 23-11-12 0-1-8 73-10-4 Plate Offsets(X.Y)— 119.Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) 1/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 Incr YES WB 0 76 Horz(TL) 0 08 13 n/a n/a BCDL 5 0 Code IBC2012/TP12007 (Matnx) 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. (1b),-Max.Comp./Max.Ten -All forces 250(Ib)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/-PI 1 r 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 ,c 870 2PE ��c' N� ~cv y 'oj, OREGON 6L�p4U ,pF4 \'OO13ER \ 0 A. HO\ EXPIRES:06/30/2015 February 23,2015 e I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MiTek connectors This design o 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 MI is for lateral support of individual web members only Additional temporary bracing to insure stability dunng 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 fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quardy Criteria,DSB-89 and BCS!Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 Cdnic Heighfsr A 45615 Job Truss Truss Type Qty Ply POLYGON R43873691 PL14-411_UPPER F1B FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Industries,Inc Sal Feb 21 10 16 18 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-TYZIEmZJOVwKxIJpVUTB010aBphg1804STEP1 Dzrw8B 0-1-8 1-5-12 -11-1 3(4= 2 3x4 I I Scale=1 13 2 11111111.11111111 1161 lUll 5nk. • 3 1 5x3 II 3x6= 1-11-12 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft 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 Incr NO WB 0.00 Horz(TL) -0 00 3 n/a n/a BCDL 5 0 Code IBC2012ITP12007 (Matnx) 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(ftat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/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 beanng(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=l 00 Uniform Loads(plf) Vert:3-4=-8,1-2=-280(F=-200) F °FFss co ,kGI 444 87022PE y ^0 OREGON cP�� 90 01,f /3 OS EXPIRES:06/30/2015 February 23,2015 e ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev 02/16/2015 BEFORE USE. PION/MM Design valid for use only with MTek connectors Thu design Is based only upon parameters shown,and s for an individual building component Applicability of design parameters and proper incorporation of component u responsibility of building designer-not truss designer Bracing shown u for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction s the responsibillity of the M iTek- erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quardy Catena,080-89 and BCSI BuidIng Component 7777 Greenback Lane Safety information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 f`.rtmc Height`Cs g561 n Job Truss Truss Type Qty Ply POLYGON R43873692 PL14-411_UPPER F19 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 19 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCd11-yl7gS6ay9p2BYvuO2C_QwFwgfD03RbGEhfyZfziw8A 0-1-8 1 5x3 II f 1-7-4 1 3)I4= 2 I Scale=1 13 2 U 6 III 1 5x3= 0 0 1 5x3= 5 `n =/ 3 1 5x3 II 3x4= 1-11-12 1-11-17 LOADING(psi) 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/TP12007 (Matnx) Weight-15 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. (lb/size) 4=76/0-5-4 (mm.0-1-8),3=76/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 beanng(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 P n'�° R°Fess C ti\AGINEF9 I� 4t 870 2PE "Y"� y �'o/, OR EG N OS A. He?, EXPIRES:06/30/2015 February 23,2015 t 1 a WARNING-Venry design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.02/16/2015 BEFORE USE. s 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 dunng construction is the responsibillity of the N iTek- 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 Quafrly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute 781 N Lee Street Suite 312.Alexandna.VA 22314 Suite 109 Citrix Hephtc r'a Win • Job Truss Truss Type Oty Ply POLYGON R43873693 PL14-411_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) - Pacific Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Industries,Inc Sat Feb 21 10 16 19 2015 Page 1 ID c53KNt9S8dZANgLpvMEnDcyCdl1-y17gS6ay9p2BYvuO2C_QwFwrcD08RbIEhfyZfzrw8A Scale=1 18 7 1 2 3 4 5 6 7 8 9 10 a d I„ I„ 1 e o o �v 20 19 18 17 I 16 15 14 13 12 11 11-4-8 11-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0 05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0 01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0 03 Horz(TL) 0 00 11 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matnx) 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 beanngs 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. (lb)-Max Comp./Max Ten.-All forces 250(Ib)or less except when shown NOTES- 1)All plates are 1 5x3 MT20 unless otherwise indicated 2)Gable requires continuous bottom chord beanng 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 ` REO PR°Fee, ,s.'5 �N�'I NFE9 v02, `r 870 2PE N N y SAT OREGO �o QrL� 'AO $'4,, '...1 4A r Or A. HE?` EXPIRES:06/30/2015 February 23,2015 1 _ t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE Design valid for use only with Mlek connectors This design is based only upon parameters shown,and is for an individual building component I Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown gg pp a for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction o the responsibillity of the �y�-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/1P11 Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street.Suite 312.Alexandna,VA 22314 Surte 109 rrtmc Hrightc CA QSA1n Job Truss Truss Type Qty Ply POLYGON R43873894 PL14-411_UPPER F21 Floor 3 1 Job Reference(optionall Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Industries,Inc Sat Feb 21 10 16 20 2015 Page 1 l ID c53KNt9S8dZANgLpvMEnZkyCd11-Qxh2fSbaw7A1A2TCcvVOTST_RdMcA2gNvJjW1w 66z89 1 5x3 it o-7-12 I 2-6-0 15x3 II 1 2 404 = 3 Scale=1 13 0 J L 5 4 4x4 = 304 = 0[1- 3-4-12 0-14833-4 Plate Offsets(X Y— [5 Edge 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI DEFL. in (lac) 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 lncr YES WB 0 04 Horz(TL) 0 00 4 n/a n/a BCDL 5 0 Code IBC2012/TP12007 (Matnx) 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(lb)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at loint(s)4,5 2)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TP!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�° PRQ/7 ,�\ os � ��GINc'9 i(29 870 2PE Al c y �-.0, OREGON ti)o4/ -90�AMBER \1' ` A. H ERNP EXPIRES:06/30/2015 February 23,2015 b I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mit-7473 rev 02/16/2015 BEFORE USE. Design valid for use only with Mitek connectors This design u 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 MI o for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction o the responsibillity of the MiTek' erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding tabncation,quality control,storage delivery,erection and bracing consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCS!Banding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.781 N Lee Street Suite 312.Alexandria VA 22314 Suite 109 cons Heights r'A 95610 Job Truss Truss Type Qty Ply POLYGON R43873695 PL14-411_UPPER F22 Floor 2 1 Job Reference(optional) Parc Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Industries,Inc Sat Feb 21 10 16 21 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-u7FRsocChQluoC2OAd1 uOg09f1fevRFW8yT3eYziw88 1-3-4 2-3-0 Scale=122 6 1 5x3 II 3x4= 1 503 II 3x4= 1 5x3 II 3x4 = 1 5x3 II 1 2 3 4 5 6 7 � v e 10 9 304 = 3x5 = 305= 3x4= 13-0-4 I 13-0-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. to (roc) 1/deft Lid 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 (Matnx) 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(lb)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 beanng plate at mint(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 <04`E� PROfFS EF9 s1o29� 87022PE w y �'OT OREGO, (),4c/6)1,,SER "‘'` r' OS A. HE?" EXPIRES:06/30/2015 February 23,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI47473 rev.02/162015 BEFORE USE. Design valid for use only with Miiek connectors Ins design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component n responsibility of building designer-not truss designer Bracing shown giTek- is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng 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 q fabrication,quality control,storage,derivery,erection and bracing,consult ANSI/7I1 QuaTsly Crifeda,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Sheet,Suite 312,Alexandna,VA 22314 Suite 109 r anic Heigbtc CA sceic Job Truss Truss Type Qty Ply POLYGON R43073696 PL14-411_UPPER F23 Floor 7 1 Job Reference joptiona) e Parc Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul t 1 2014 MiTek Indusines,Inc Sat Feb 21 10 16 22 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-MKop48cgSkOIPMdbkKY7YtYJVRyCeglgNcCdA_zrw87 P-8-4 II 2-6-0 1 0-f4.8 Scale=1.36 6 4x4= 3x4= 3x4= 304 = 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 m `.. 7 -444 7 No, 7 44N.... „7- g 20 \ a ., e e s 19 1 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= 1 21-6-12 21-6-12 Plate Offsets(X Y1— f1.Edge.0-1-8J LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud 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 (Matnx) 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(lb)or less except when shown TOP CHORD 1-18=-949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=-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 beanng plate at loint(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 '`<C\1/4 P R 6F�sS 44../ �Co �G�N F9 /a2 `" 870 2PE 9r" y % OREG N cf,o O,0 9O BMs ER '\'` \-' OS A. B5 EXPIRES:06/30/2015 February 23,2015 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. �' Design valid for use only with MiTek connectors The design u 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 dunng construction is the responsibillity of the I V i�f�.k- erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storaoe,delivery,erection and bracing,consult ANSI/TPl1 Duality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 Tunic Heights TA*Alf) Job Truss Truss Type Qty Ply POLYGON R43873697 PL14-411 UPPER F24 Floor Girder 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 23 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-qWMBHUdSD2Yc1 WCnH23M555S1gNONNWpcGyAiRzlw86 0-1-8 HI 1-8-12 i 1 2-0-8 1 2-6-0 ( Scale=138 6 • 3x4= 1 5x3= 1 5x3 II 1 5x3= 3x4 II 3x4 = 1 5x3 II 3x4= 1 5x3 II 3x4= 3x6 FP= 3x4 = 3x4 II 1 2 3 4 5 6 7 8 9 10 11 20 -. 0 0 19 • l'-/ V 7 V K xxxxxx xxxk xxxxxxxxxxxx xxxxxxxxxxxxxx xxxxxxxxxxxxx:: 18 17 16 15 14 13 12 1 5x3 II 3x6= 3x6 FP= 3x5= 3x5= 3x5= 34 = 2-1-4 22-4-12 I 2-1-4 703-8 LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (lac) 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 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matnx) 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 beanngs 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. (lb)-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/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) R�fJ PR OF fi LOADCASE(S) Standard �5�� t,1G�NE - `o�/p 1)Dead+Floor Live(balanced) Lumber Increase=1 00,Plate Increased 00 �(y 2 Uniform Loads(plf) 9 Vert 12-18=-8,1-2=-180(F=-100),2-11=-80 'r $70 2PE r Concentrated Loads(Ib) x. Vert'1=-336(F) to 'nr ty 5. �'O>, OREGON rye o(ti 9O ,II \\ Or) A. HEck EXPIRES:06/30/2015 February 23,2015 o s WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev 02116/2015 BEFORE USE. ..4kr. " Design valid for use only with Milek connectors This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer Bracing shown 'r is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibility of the g p�TeR* erector Additional permanent bracing of the overall structure is the responsibility of the building �Y�designer for general guidance regarding t fabncotion,quality control,storage,delivery,erection and bracing consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Stifle 109 Citrus Heights CA 9561n Job Truss Truss Type Qty Ply POLYGON R43873698 PL14-411_UPPER F25 GABLE 1 1 _ Job Reference(optional) _ Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sal Feb 21 10 16 25 2015 Paget ID c53KNt9S8dZANgLpvMEn7JcyCd11-mvUxi9filfoKHgLAPS5gAWAsle4UrJE63aRHnJztw84 0-pe6 Scale=1 35 4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 O O O O O O O O O O O a O O 1238 _ _ _ _ _ _ _ _ _ _ _ _ _ 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 1 6-8-0 1 8-0-0 1 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 I 17-4-0 I II 18-8-0 20-0-0 211'x12 1 ' 1-4-0 1-4-0 1-4-0 1-4-0 1-40 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 (lac) I/deft Ud PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 0 10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10 0 Lumber Increase 1.00 BC 0 01 Vert(TL) n/a - n/a 999 BCLL 0 0 Rep Stress Incr YES WB 0 03 Horz(TL) 0.00 19 n/a n/a BCDL 5 0 Code IBC2012/rP12007 (Matnx) Weight 100 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 beanngs 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 beanng 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 / GIN \ co 87022PE �r" N yCS-1/44T OREGO O '. 44; 9�, FM8ER \1 OSA HEE\''‘P EXPIRES:06/30/2015 February 23,2015 k " a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02116/2015 BEFORE USE E , 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 responsbility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibility of the •A"Tek- erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Setety Information available from Truss Plate Institute,781 N Lee Street,Suite 312 Alexandna,VA 22314 Suite 109 r ams Hoighrs cA us81n Job Truss Truss Type Qty Ply POLYGON R43873699 PL14-411_UPPER F26 Floor 3 1 Job Reference(optional) - Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 25 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-mvUxi9rilfoKHgLAPS5gAWApkeyvr8863aRHnJzrwB4 1 1-0-4 I 2-6-0 I 0.111-8 Scale=1 41 5 4x6= 3x4= 3x4= 304= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 I/ ___‘10y..... ..N. 21 . z. , ,� 20 19 18 17 16 15 14 22133 3x4= 4x8= 3x6 FP= 3x5 = 3x5= 4x6= 3x4= 1 5x3 SP= 0.�i8 24-4-12 I 0. 8 24-3-4 LOADING(psi SPACING- 1-7-3 CSI. DEFL. in (lac) 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/TPI2007 (Matnx) 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. (Ib/size) 13=1062/0-5-4 (min.0-1-8),19=1062/0-1-12 (min 0-1-8) FORCES. (lb)-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=-283/0,416=0/699,4-18=-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 beanng 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 2 ct 87022PE 91--- � ‘1.,<!, OREGON cid 4ti �O MBER -\1 Oka A. HER's.4P " EXPIRES:06/30/2015 February 23,2015 f I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 661-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with M7ek connectors This design n based only upon parameters shown and n for an individual building component hill 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 dunng construction is the responsibility of the Mi7ek- erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Sheet,Suite 312,Alexandno,VA 22314 suite 108 (view Heights(A 456111 Job Truss Truss Type Qty Ply POLYGON R43873700 PL14-411_UPPER F27 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 26 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdl1-E52KwVgLWzwBu_wMyAc31llOg2M0ahoFIFAgJmziw83 _ I 1-7-12 2-6-0 I 0-h8 ' Scale=1 25 6 1 5x3 II 1 5x3= 1 5x3 II 3x4= 1 5x3 II 3x4= 1 5x3 II 3x4= 1 5x3= 1 2 3 4 5 6 7 — 31 0 0 yr . a - 12 1L1 10 9 3x4= 3x5 = 3x5 = 304= 01118 14-9-4 I 0-1-8 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid 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 (Matnx) 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 18Btr(flat) end verticals WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 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 beanng 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 <c-' c-'>vp P R°rF6's �e\� ,,NGiN��� io29 87022PE c -7 �� 2, OREGO ryd O1U� �� A. H eCk EXPIRES:06/30/2015 February 23,2015 iii WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev 02/16/2015 BEFORE USE meow. Design valid for use only with Milek 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 all is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibillity of the p.A T erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding ivl fobncotion,quality control storage,delivery,erection and bracing consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 (:films Hevghmu PA 99610 Job Truss Truss Type Qty Ply POLYGON R43873701 PL14-411 UPPER F28 FLOOR SUPPORTED GABL 27 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc Sat Feb 21 10 16 26 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCd11-E52KwVgLWzwBu_wMyAc3ill2A2Pgam°FIEAgJmzrw83 I 1-0-8 115x3 I I 1 3x4= 2 Scale=113 2 c5 • 4 'v♦q�'��►♦�♦♦♦ i. 1 5x3 I I 3x4 = 0- 1-3-8 0-15-3 1-3-8 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (lac) 1/defl 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 (Matnx) 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 �ti,c J PR QF�ss <t,c tJG I N Ek9 ��2� 870 2PE r y (V""c>, OFEG N q IjY 9C,r)�41BEB \°" ,e A. HO; EXPIRES:06130/2015 February 23,2015 v , _ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/18/2015 BEFORE USE. Design valid for use only with MiTek connectors This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability dunng 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 �V fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandna,VA 22314 Suite 109 rata.,H>rghtc r u.9561n Job Truss Truss Type Qty Ply POLYGON R43873702 PL14-411_UPPER F29 FLOOR SUPPORTED GABL 2 - i Job Reference(optional) Pacific Lumber 8 Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 27 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdll-jHci7rgzHG22W7VY1M81FxFD1S14JDFPWuwNrCzrw82 I 0-10-12 I 15x3 II • 1 3x4 = 2 Scale=1 13 2 ilkt* 0 4 4 1 5x3 II 3x4= 1-1-12 3 1-1-12 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40 0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 '•" 480 MT20 220/195 TCDL 10 0 Lumber Increase 1 00 BC 0 00 Vert(TL) -0 00 4 >999 360 BCLL 0 0 Rep Stress Incr YES WB 0 00 Horz(TL) -0 00 3 n/a n/a BCDL 5 0 Code IBC2012/TPI2007 (Matnx) 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. (Ib/size) 4=28/1-1-15 (min.0-1-8),3=28/1-1-15 (min 0-1-8),3=28/1-1-15 (mm 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 secbon 2306 1 and referenced standard ANSITTPI 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 ,\`.., 0AGNEF9SAO 2 cc 870 2PE /9r N cki 7 SATOREGON ry,QIli -AO �41$ER .\, Or, A. 1-10k EXPIRES:06/30/2015 February 23,2015 ®WARNING-Ven1y deosgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 61IF7473 rev 02716/2015 BEFORE USE. a. Design valid for use only with Mitch connectors This design is based only upon parameters shown,and is for an individual building component l Applicability of Design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibility of the MiTek. Additional permanent bracing of the overall structure is the responsiolity 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 Safety Information available horn Truss Plate Institute,781 N Lee Sheet,Suite 312,Alexandna,VA 22314 Suite 109 nuns Height`f:A 95R10 Job Truss Truss Type Qty Ply POLYGON R43873703 PL14-411 UPPER F30 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Paulin Lumber&Truss Co. Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Sal Feb 21 10 16 27 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCd11jHc7rgzHG22W7VYWt8IFxFDESI6JDFPWuwNrCzrw82 1 5x3 II 1 4x4= 2 Scale=1 13 3 - L 74 r a 4 3 1 5x3 II 4x4= 0. 0 0-9-12 I a�q 0-9-12 Plate Offsets(X.Y1— [1 Edge.0-1-81[3 Edge 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5 0 Code IBC2012/rPI2007 (Matnx) 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(ftat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (Ib/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(Ib)or less except when shown NOTES- 1)Gable requires continuous bottom chord bearing 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i e diagonal web) " 3)Gable studs spaced at 1-4-0 oc 4)This buss 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 < <Sk PRQFF6's 4 sa �N�'[NEF9 102 870 2PE - SAT y OREGON r,Off(/ 9C, FMBER -\1 OSA HE0. EXPIRES:06/30/2015 " February 23,2015 e 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MlI-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mftek connectors This design is based only upon parameters shown,and is for an individual building component Mil Applicability of design parameters and proper incorporation of component c 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 responsibtlItty 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,056-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Street.Suite 312,Aiexandno.VA 22314 Surte 109 ('tlnrs Heights r'A QSfi1n • Job Truss Truss Type Qty Ply POLYGON R43873704 PL14-411_UPPER F31 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MiTek Industnes,Inc Sat Feb 21 10 16 27 2015 Page 1 ID c53KNt9S8dZANgLpvMEnZkyCdI11Hcl7rgzHG22W7VYWt8IFxFDwS13JDFPV8xwNrCzrw82 { 1-0-8 I 1503 II 1 3x4= 2 Scale.1 13 2 0 0 �♦t • pp. • �� 4� 1 5x3 II 3x4 = rrr 1-3-8 r i 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 0 03 Vert(LL) 0 00 4 "" 480 MT20 220/195 TCDL 10 0 Lumber Increase 1 00 BC 0 00 Vert(TL) -0 00 4 >999 360 BCLL 0 0 Rep Stress Incr YES WB 0 00 Horz(rL) -0 00 3 n/a n/a BCDL 5 0 Code IBC2012/TP12007 (Matrix) Weight 11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 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=3211-3-11 (min 0-1-8),3=32/1-3-11 (min 0-1-8) FORCES. (lb)-Max Comp/Max Ten -All forces 250(Ib)or less except when shown NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i e diagonal web) 2)Gable studs spaced at 1-4-0 oc 3)This truss is designed in accordance with the 2012 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails Strongbacks to be attached to walls at their outer ends or restrained by other means LOAD CASE(S) Standard vtko PR Opp C�� G N EF,q o 2 87022P1 yr • < M y (s"`Aj, OR GON rye O'V CS M8ER 1,' OS A. HE?' EXPIRES:06/30/2015 February 23,2015 I, Y WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mitek connectors This design o based only upon parameters shown.and is for an individual building component Appficabriy of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown giTe k' is for lateral support of individual web members only Additional temporary bracing to insure stability dunng construction is the responsibiliity of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding iVl fabrication quality control storage,delivery erection and bracing consult ANSI/TPI1 Quality Criteria DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information evadable from Truss Plate Institute,781 N Lee Street.Suite 312,Alexandna,VA 22314 Suite 109 runic HwghtS CA 95610 Job Truss Truss Type Qty Ply POLYGON R43873705 PL14-411_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacrfrc Lumber&Truss Co, Beaverton,Oregon 7 530 s Jul 11 2014 MTek Industnes,Inc Sat Feb 21 10 16 28 2015 Pager ID c53KNt9S8dZANgLpvMEnZkyCdll-BTA4KBhb2aAv8H4k4bfXo8oOJr5F2gzYlYfxOeziw81 1 2 3 4 Scale=1130 - _ _ g 1 . .. .. . . .. . . ... 8 7 6 5 3-7-0 I I 3-7-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40 0 Plates Increase 1 00 TC 0 05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10 0 Lumber Increase 1 00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0 0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5 0 Code IBC2012ITPI2007 (Matnx) 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 beanngs 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(Ib)or less except when shown J NOTES- 1)All plates are 1 5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord beanng 3)Truss to be fully sheathed from one face or securely braced against lateral movement(t.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 ANSUrPI 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 <�EQ PR Ore _c �NGINEF9 /O2414 9t' cc- 87022PE / cV 7 �ATOREG•N eP 40 9O MBER \� On A A. HECk EXPIRES:06/30/2015 February 23,2015 4I Al WARNING-Verity design parameter and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE. - Design valid for use only with Miiek connectors This design is based only upon parameters shown,and o for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown Mt is for lateral support of individual web members only Additional temporary bracing to insure stability dunng 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/711 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N Lee Sheet,Suite 312,Alexandna VA 22314 Suite 109 rem<He m<rA asaln Symbols Numbering System ®- General Safety Notes PLATE LOCATION AND ORIENTATION 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y p y 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury MEDimensions are in ft-in-sixteenths. li � Apply plates to both sides of truss 1 2 3 1 Additional stability bracing for truss system,e g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI TOP CHORDS 12 Truss bracing must be designed by an engineer For 0'/16„ wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I re---Lliiiir;Atiipbracing should be considered ■_Milria- 03sNeverexceedlthedesignloadingshownandnever AW O tack materis on inadequately braced trusses O 4 Provide copies aof this truss design to the building For 4 x 2 orientation,locate c�s cc-� cs6 designer,erection supervisor,properly owner and plates 0 ''U from outside BOTTOM CHORDS all other interested parties edge of truss. 8 7 6 5 5 Cut members to bear tightly against each other 6 Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully Knots and wane at Joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1 connector plates. THE LEFT. 7 Design assumes trusses will be suitably protected from Plate location details available In MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI I. NUMBERS/LETTERS. 8 Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication PLATE SIZE PRODUCT CODE APPROVALS 9 Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10 Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator General practice is to to slots.Second dimension is ER 3907, ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection the length parallel to slots. 1 i 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 in all respects,equal to or better than that "fr Indicated by symbol shown and/or specified by text in the bracing section of the 13 Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design if indicated. 14 Bottom chords require lateral bracing at 10 ft spacing, BEARING or less,if no ceiling is installed,unless otherwise noted 15 Connections not shown are the responsibility of others II 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 =0 reaction section indicates joint number where bearings occur. 17 Install and load vertically unless indicated otherwise Min size shown is for crushing only. ®IIIIIIIo 18 Use of green or treated lumber may pose unacceptable r=te environmental,health or performance risks Consult with Industry Standards: ANSI/7P11: National Design Specification for Metal project engineer before use 19 Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use Reviewing pictures alone DSB-89: Desi n Standard for BracinMill is not sufficient 9 9• iTek6 BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPJ 1 Quality Criteria Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev,02/16/2015