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Plans (10) 5 r)-ofs-- O62Ls'y DEC 21 2015 MiTek �-�5� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-41 1_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: R45659524 thru R45659552 My license renewal date for the state of Oregon is June 30,2017. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. '`c�E4 P R OFFss �N5 -NG' NE di ip 2 87022PE f w cv 7 �'ej, OREGON ti9 �ti 'A FM&ER 11 �O 00S A. HE P4 �o / E 'IRE :0&30/20 7 October 15,2015 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 ANSUTPI 1. Job Truss TNss Type Qty Ply POLYGON R45659524 PLI4411_UPPFJ2 F01 Floor Girder 1 1 Job Reference(ovtionaif Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:19 2015 Page 1 I D:c53KNl9S8dZANgLpvMFsZlcyCdll-2ZceRGLI NI DoSzsoL6CKYbtrxltcBIAPAEtddQUyTQoA 1-0-0 1.15x3 H ry Scale=1:13.2 1 3x4= 5 2 ll II 0 1 1 MI MN I 41111113 wirr " mr3 1.5x3 II 3x4= I 1-3-0 f 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) Udfl 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 Inco NO WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/rPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No d/Std flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 4=183/0-3-8,3=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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down at 0-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-10,1-2=100 Concentrated Loads(Ib) Vert 5=2770 ���ED P R Qp c� N�(NEF9 1029 ct- 870 2PE N �A OREGO �o O44// Ni �,p�'OSMg E R 1��P' A. HE EXPIRES:06/30/2017 October 15,2015 e ®WARNING-Verify design parameter,and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MIF7473 rev.1W03/2015 BEFORE USE `M Design valid for use only with Mack®connectors.This design a based only upon parameters shown.and is for an individual oii designonent,not the overall a fres system.Before use,the building designer must verify the apptcabi ty of design parameters and properly incorporateMiTek butding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracingis 7777 Greenback Lane always required for debility and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of tenses and tens systems,see ANSI/TPI1 Quality Cdtenia,009-89 and BCSI Building Component Suite 1 D9 Safely Intonation available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Citrus Heklhts,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F02 FLOOR GIRDER 1 1 R45659525 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:21 2015 Page 1 ��y..q�77 I D:c53KNt9S8dZANgLpvMEnZicyCd11-VxwPsyNYwT WhG7ASXFoe0z7khDPD08ThB6kVMyTQoB 11-0-0 1 1 1-1-0 11 7-2-0 I WA 1 1-2-0 110.11-131 Scale=1:39.9 5x6 11 3x811 3x6 FP= 5x8 11 5x8 11 3x6 FP= Sxs II 5,8 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 11 111 � I11 IC lil EI �A\''' ii//„�i�"�i I / 0 LI is a ���i iii �i�"�i�,, llil , aiAhil . Gl rd 40 39 38 37 36 35 34 33 32 31 30 25 29 28 27 26 6x6 = 8x8= 3x6 FP= 6x8 II 5x6 II 5x6 II 5x6 II 6x6 II 8x8= 6x6 = 1.5x3 SP= 3x6 FP= 6x8 II I 23-1-4 23-1-4 I Plate Offsets(X,Y)- (32:0-3-0,0-0-01,(34:0-3-0,0-0-01 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (lac) Udefl 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 (Matrix) Weight 204 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 40=1802/0-5-8,25=1724/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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=5823/0,1314=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=1236/0,4-38=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=0/541,1430=.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. ����D P R OFFS 3)Refer to girder(s)for truss to truss connections. 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 �� , GI NEER Ci , be attached to walls at their outer ends or restrained byother means. 2 5)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. 4 87022F', �r" 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 . . ' CV 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(PN) " ���, OR GON rho kt Concentrated Loads b)1-16=-80,16-24=-130(F=50) 9., G`A. R 1\ Pip Vert:16=177(6)41=965(B) S A- HE' 1-:. "' '' n " uIIIIM..nI°n.MlIMn.MlM.IlMnlll...lIIIMll.I..I.l.I..I........I...l..lI EXPIRES:06/30/2017 e y October 15,2015 AI WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF74T3 rev.10/032015 BEFORE USE Design valid for use only with MTek®connectors.The design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing T e always required for stabkity and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 Quality Criteria,DS1-89 and BCSI Butdng Component 7777 Greenback Lane Safely information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON 845659526 4 F03 I Fkxx Girder 1 1 PL14-d11_UPPER Job Reference(ootionall 7.530 5 Jul 11 2D14 MTek Industries,Inc.Wed Oct 14 15:32:21 2015 Page 1 Pacific Wmber 6 Truss Co., Beavenon,Oregon ID:c53KNt9S8dZAN9LAvMEnacYCdll-Vxu'PsyNY�^'TVJIIG?ASXFoe0z9hhH?DyKThB6kVMyTO08 1-7-0 12:6 1 1-9-0 I Scale=1:17.8 8x6= 3x6 II 3x6 II 3x6 II 3x6 I 3x6 I I 1 11 2 3 q 12 5 13 6 ° e ti O � A 1D 9 8 5x6 I I sx6= 6xs= 3x6 I s 4-0 I I 9-4-0 LOADING(psf) SPACING- 0 CSI- DEFL- in (loc) I/defl 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 Ina- NO WB 0.55 Horz(TL) 0.00 7 n/a n/a Weight 78 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD 2x4 DF No.18rBtr(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (Ib/size) 10=1045/Mechanical,7=889/0-5-8 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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down at 0-6-10,132 lb down at 2-1-13,132 Ib 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. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads 7 N10=1 a.1 s=loo ���ED P R pFFss Concentrated Loads(Ib) �� �N�INEF,9 �0* Vert:4=132(F)3=-132(F)2=132(F)11=276(F)12=132(F)13=132(F) 870 2PE N N \ cA OREGO /r IJ ��O�SMB E R �� O A. HE EXPIRES:06/30/2017 October 15,2015 it e 8 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Id1l-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with MDekf6 connectors.This design is based only upon parameters shown,and is for an individual building component,not MiTek' a truss system.Before use,the bulging designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members o�e nl��Additional ed1itio ll temporceary and regarding the permanent bracing 7777 Greenback Lane is always required for stability and to prevent collapse with possible personal injury and property Safety delivery.erection and from Truss Plate bracingof 218 NSLeedSlreetS Su 312,Alexandria,VA;2231�4.C�fAa,DSB-89 and BCM eu8dn9 Component Ci 109 CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F04 FLOOR GIRDER 2 1 R45659527 Pacific Lumber 8 Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 Mitek Industries,Inc.Wed Oct 14 15:32:23 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-RK29He0oRXkEwa9ZayHGjR2WDUg8hxnm9VbrZFyTQo6 1 1-10-4 11 1-9-0 1 0-d.8 Scale=1:41.8 3x6 FP= 3x6 FP= 1.5x3= 4x6 II 44 II 4x6 II 1.5x3= 1 2 28 3 4 5 62 ' r 9 10 11 12 13 14 15 16 J Z N e 26 25 24 23 22 21 20 19 18 17 1.5x3 II 4x8= 3x6 FP= 3x5= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 23-11-12 23-11-12 Plate Offsets(XX)— 127:0-1-8,0-0-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL in (lac) Udefl 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 Incr NO WB 0.23 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (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. (lb/size) 25=1061/Mechanical,17=1046/0-5-4 FORCES. (lb)-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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down at 2-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. `�Q`E) P R OF�s 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 ���� ��GINEFR `4-, 1)Dead+Floor Live(: :mber Increa =1.00,Plate Increase=1.00 87022P. Concentrated Loads(lb) Vert:28=20(B) , i CV y �Aj, OR GON rye. We 'P $)1,f F,�j$ER ti\ �O 0`� A. HE'\P EXPIRES:06/30/2017 October 15,2015 __ i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev.10/03/2015 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,not '. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual tens web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and tens systems,see ANSI/TPI1 Quality CsBeda,DSB-89 and RCMBuilding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659528 PL14-411_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:3223 2015 Page 1 ID:c53KNt9SBdZANgLpvMEnZkyCd11-RK29He0oRXkEwa97ayHGj R2 WQU26h_Pm9V brZFyTQoe 1-2-12 11.5x6 II 1 3x4= 2 Scale=1:13.2 L :44 4 3 1.5x3 II 3x4= I 1-5-12 I 1-5-12 LOADING(psf) DEFL. in lac Udefl L/d PLATES GRIP SPACING- 2-0-0 CSI. ( ) TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:12 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPl2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc puffins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.18,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)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. ��RE0 PRore s \� .,NO(NEF�4 /09 87022PE N N y �A), OREGO rya o1N 9�, AMBER �1 OSA F.{ECx�P EXPIRES:06/30/2017 October 15,2015 Ma. 1 ®WARNING..Verify deirs gn parameteand READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 6111-7423 rev.10/03/2015 BEFORE USE Design valid for use only with M7ek®connectors.This design is based only upon parameters shown.and is for an individual building component.not o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall M-Tek' building design.Bracing indicated¢to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSB-69 and BCE Building Component Suite 109 Safety Information available from Truss FS Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. uiteCitrusHeights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411 U1 1 PPER FD7 GABLE R45659529 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:24 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-vWrXU_PQCgs5Ykkl6foV FebhCuJMQR9vN9KO5hyTQos 0-1H8 i Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 20 9 - 9 6 2 2 9 9 8 9 I 2 9 e si 9 2 9 o Jr 42 r d N - "a - - 4- e - - e e e i e q a a 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1 1-4-0 1 2-8-0 j 4-0-0 1 5-4-0 1 8-8-0 j 8-0-0 + 9-4-0 1 10-8-0 1 12-0-0 j 13-4-0 1 14-8-0 i 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 123-11-12 1 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 1-40 1-4-0 1-4-0 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl Lid 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(LL) n/a - n/a 999 BCLL 0.0 Rep Stress Inc/ YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 23-11-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. � -5EO PR Ore ,15 �AGINEF'Q , r,�, 2 870 2PE , T En CV y � ./'0j, OREGON ry4U 'A '� 1 �4 OnSER \ SA- HE-? P EXPIRES:06/30/2017 October 15,2015 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USEa Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the appricabBty of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' C always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1147 Quality Cdteda,001-89 and B(SI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 Citrus 11eiohts CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659530 PL14-411_UPPER FOB GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:3225 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZXyCd11-0iAviKQZ8yAuJxhNJkos7tD Ifa9t03cp4ye7yTOo4 Scale=1:38.0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 1920 0 o d d N o - e i XXXXXXXXXX�CXXXXXXXXXX�CXXXXXXXXXXXXXXXX XX XXX'XXXXXXXXXXXX�XXXXXXk�k 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 i 2-8-0 1 4-0-0 i 5-4-0 1 6-60 1 8-0-0 I 940 1 10-8-0 i 12-0-0 i 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 i 18-8-0 i 20-0-0 1 21-4-0 1 22-8-0 2�-p 4{1 1 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 1-40 14{1 1-4-0 1-4-0 1-4-0 1-4-0 5-d 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 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:108 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 23-1-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)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. C�ccc�NGINE'90/0 cc 870 2PE 9c NN - Ni fiAT OREG N rye O<4 9O ' 44ER \1 . OS a. Heck EXPIRES:06/30/2017 October 15,2015 e a I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERABLE PAGE1A11-7473 rev.10/032015 BEFORE USE MI Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use.the building designer must verify the applicab ty of design parameters and properly incorporate thu design into the overall Mire�,. building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary andpermanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPA Quality Criteria.DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Cibus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-4'I1_UPPER F09 Floor Girder 1 1 845659531 JobRgference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc,Wed Oct 14 15:32:25 2015 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11-0iAviKQ2z8yAuJxhNJkos7oilez9�r�73Cp4ye7yTQo4 I 2-6-0 I I 1-8-12 I I 1-8-12 I p—fg Scale=1:17.6 3x4 II 3x4= 1.5x3 II 3x6= 3x4= 1 2 3 4 5 • • 11 • 1.5x3 = d i-1, d • 1.5x3= .- I _ 10 , 9 8 7 6 1.5x3 11 3x6— 3x5= 3x6= I 7-2-12 9-4-0 7-2-12 I 2-1-4 Plate Offsets 0(Y)— 11:Edge,0-1-8),15:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 HOrz(fL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 9-4-0 oc purlins, except BOT CHORD 2x4 OF 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=118/7-4-4,8=204/7-4-4,7=999/7-4-4 Max Uplift9=-34(LC 4),8=-74(LC 4) Max Gray 9=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=0/280,45=0/500 BOT CHORD 7-8=-500/0 WEBS 4-7=-507/0,2-8=-381/0,4-8=0/339,5-7=-699/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"•X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 9-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. . 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard til ,5 P R OFFS, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �Co NG�NEF s/ Uniform Loads(plf) R 02 Vert:6-9=-8,1-4=-80,45=-180(F=100) Concentrated Loads(Ib) 87022PE 9c Vert:5=336(F) yN '' �'0j, OREG N rP �N �O �MgER \1 �O On A. HECC4 EXPIRES:06/30/2017 October 15,2015 4 _ 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev.10/73/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Milek is always required for stabTty and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIffP11 QuaSty Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Rate Institute,215 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45559532 PL14-411_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Mi rek Industries,Inc.Wed Oa 1415:32:26 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-svklvgQhkS6pn1 u8F4rzL3g7ii?quKdCrTpVAayTQo3 1 2 3 4 5 6 Scale=1:12.8 — — — — — — 14 a a J - — — - 13 12 11 10 9 8 7 1-4-0I 2-4-0 I 1-4-0 I 0-10-12 1-4-0 1-4-0 1-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl IJd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(LE. DIAGONAL WEB). REACTIONS. All bearings 6-2-12. (Ib)- Max Gras All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 0,c1,Ep P R OF--,s, e;\ -,GINE, s/ \ v. Ro29,. 87022PEr N 7 SATOREGO tip kr O 9�'n��oER .\1 Q. SA. Heck EXPIRES:06/3012017 October 15,2015 1 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03/201S BEFORE USE El Design valid for use only with Mitek0 connectors.Tha design is based only upon parameters shown,and s for on individual buildingcoTponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate the design info the overall `� ekbuilding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. S always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/711 Quality Criteria,056-89 and SCSI Building Component Suite 109 solely Information available froTruss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F11 Floor 72 1 R45659533 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed 00 14 15:32:27 2015 Page I 0-1-8 ID:c53KNI9S8dZANgLpvMEnZkyCd11-1(5Hg7?RJUIEgPB1KpoMCtHDAy5FVdf M47Z210yTQo2 HI 1-8-12 I I 2-2-0 2-6-0 Scale=1:39.0 3x4= 1.5x3 = 1.5x3 I I 1.5x3= 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 3x5= 1.5x3 II 2 3 4 5 6 7 8 9 10 11 N V Na II d 19 m a .t 18 17 16 15 14 13 12 1.5x3 II 3x6= 3x6 FP= 3x8= 3x5= 3x6 = 3x4= 2-2-12 I 1-11-12 2-1A 22-4-12 1-11-12 0-4-4 0-1-8 20-2-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.12 14 >999 460 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 115 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS. (lb/size) 12=849/0-2-12,17=1434/0-5-8 6-0-0 oc bracing:15-17. Max Gray 12=878(LC 4),17=1434(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/411,2-3=0/411,3-4=1688/0,4-5=1668/0,5-6=2365/0,6-7=2365/0,7-8=1815/0,8-9=1815/0, 9-10=1815/0 BOT CHORD 16-17=-122/874,15-16=122/874,14-15=0/2167,13-14=0/2232,12-13=0/1066 WEBS 1-17=-573/0,10-12=-1321/0,10-13=0/928,7-13=-517/0,5-14=0/295,5-15=642/0,3-15=0/1060,3-17=1289/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others, 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase-=1.00 P R OF�s Uniform Loads(plt) S Concentrated Loads(b)1 11-80 �\�� �NGI NEF9 �O� Vert:1=-336(F) 87022PVett 12-18=8, of cti OREG•N tib tN Or, 48ER �1 4 A. HE ENP EXPIRES:06/30/2017 October 15,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev,10/03/2015 BEFORE USE Design valid for use only with M7ek®connectors.This design is based only upon parameters shown.end is for an individual building component,not a truss system.Before use,the building designer must verify the applicabilfy of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek` fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI B VOding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,216 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 109 Citrus Neixhts.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659534 F13 Floor 5 1 PL74-411_UPPFR Job Reference(optional) 7 530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:27 2015 Page 1 Pacific Lumber&Truss Co., Beaverton,Oregon ID:c53KNt9S8dZANgLpvMEnZkyCd11-K5Hg7?RJUIEgPBTKpoMCtHDBPSJ_dmEM47Z2lOyTQo2 I 0-6-4 axd—1 1-2-0 { I 0-8-7 axd—I1-2-0 I I 0-6-1 1- I 1 2 3 4 5 4x4= 6 Scale=1:12.9 13 _ d N 4X4— 8 12 11 10 9 41* 4x4= 4x4= 2-10-11 1 3-5-11 1 4-0-11 1 411-4 1 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets CA Y)— 12:0-1-8,Edoe),14:0-1-8,Edee1.15:0-1-8.Edae1.17:Edoe,0-1-81,r10:0-1-8,Edoe1,112:Edge,0-1-61 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) I/deft Lid PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 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 BOLL 0.0 Rep Stress Ina YES WB 0.07 Horz(TL) 0.00 7 n/a n/a Weight 37 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals. BOT CHORD 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS. (lb/size) 12=209/Mechanical,7=204/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-12=314/0,5-7=306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. „��EO PROF FS,' <cIN �`� �. O4 ESR /029 870 2PE N ,>N �,0 OREGO rye Zl/ OSA HECk EXPIRES:06/30/2017 October 15,2015 t111s ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERANCE PAGE MII-7473 rev.10'03/2015 BEFORE USE - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and a for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate the design into the overall M-Tek" building design.Bracing indicated is to prevent buckling of individual truss web d/or chord members only.Additional temporary and permanent bracing 7777 Greenback Lane is always required for stabtty and to prevent collapse with possible personal injuryproperty o damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPIt Quality Galeria,DSB-89 and BCSI Building Component 109 Safety Information available from Truss PSuite Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PLI4-411_UPPER F15 FLOOR 1 1 R45659535 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.VJed Oct 1415:32:28 2015 Page 1 ID:c53KNt9S8d2ANgLpvMEnZkyCdl1 oHr2KLSxF3MW1 L2 WNVtRQUIKIVdTMB6VInIcFSyTQo1 1 0-6-4 1 I 7-2-0 I I 0-8-7 I I 1-2-0 I I 1-5-1 1 2-6-0 I Scale=1:16.4 1.5x3 II 4x4= 1.5x3 I I 1.5x3 II 3x4= 1.5x3 II 1 2 3 4x4= 4 5 6 7 `... / 13 12 11 10 9 3x4= 8 1.5x3 I I1.5x3 II 4x4= 4x4= 3x4= I 2-10-11 1 3-5-11 1 4-0-11 1 8-2-12 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(XX)- (2:0-1-8,Edge),f3:0-1-8,Edae(,f9:0-1-8,Edge1,1.10:0-1-8.Edgel,(13:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incl YES WB 023 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/1P12007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=356/Mechanical,8=356/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-380/0,4-5=380/0,5-6=-380/0 BOT CHORD 9-10=0/360,8-9=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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Dd(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. -\ -.Ys _ c) P R 0FFss ,_5 ,%--IN.AGE- -"-7" °�'rr 87022PE �1-- N N y �'C�, OREGON cP„It/ �O �'y$ER \1 \O Or, A. Heck EXPIRES:06/30/2017 October 15,2015 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03f2015 BEFORE USE Design valid for use only with M7eke connectors.This design 1s based only upon parameters shown.and is for an indtviduol building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall tt balding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of tenses and truss systems,see ANSI/Tell Quardy Cdleda,051-89 end SCSI Building Component 7777 Greenback Lane Safety Inlormafion available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type 1Qty Ply POLYGON R45659536 12 1 PL14-411_UPPER F16 FLOOR Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.WOcted O1415:32:28 2015 Page 1 Pacific Lumber&Truss Co., Beaverton,OregonID:c53KNl9S8dZANgLpvMEnZkyCd11oH2KLSxF3MW1 L2WNVIRQUILaVaVM2TVInIcFSyTQo1 1 2-4-4 I I 2-6-0 I Scale=1:40.3 1.5x3 II 44= 1.5x3 II 3x4= 1.5x3 II 3x4= 15x3 II 3x4= 3x6 FP= 3x6= 1.5x3 II 7 8 9 10 11 1 2 3 4 5 6 a g S7#0••• a .NNs...- - \ N .7.- 9 V B O 78 17 16 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 3x5= 3x5= 3x8= 3x4= 23-1-4 I I 23-1-4 Plate Offsets(X,Y)— 11:Edge,0-1-81 DEFL. in lac 1/defl Ud PLATES GRIP LOADING(psf) SPACING- 1-7-3 CSI. 0.20 14 15 >999 480 MT20 220/195 TCLL 40.0 Plates Increase 1.00 TC 024 Vert(LL) 360 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.33 1415 > 848 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.07 12 n/a n/a Weight:114 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, except end verticals. ROT CHORD 2x4 DF Stud/Std(flat) B or 10-0-0 oc bracing. WEBS 2x4 DF BOT CHORD Rigid ceiling directly applied 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=01388,5-15=370/0,315=0/789,3-17=-1127/0,1-17=0/1535 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 33 PR oF cNs/L,..-� � 2 870 2PE N CV �`o OREGO CV .5. O� �,AC'Q 41 ER 1* P" A. HE EXPIRES:06/30/2017 October 15,2015 1 8 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8411-7473 rev.10/O3ffO15 BEFORE USEPill Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual bhlsdidnegs com into nent,not he overall a truss system.Before use,the building designer must verity the apptcabi ity of design parameters and properly incorporateMiTek buiding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additionala temporary regarding me nent tracing Greenback Lane in always required for stobihty and to prevent collapse with possible personal injury and property 9 g ComponentSuite 109 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11()may Criteria,DSB-89 and SCSI Building Citrus weebs.CA 95610 Safely Informofion available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Job Truss Truss Type Qty Ply POLYGON R45659537 PLI4-411_UPPER F17 Floor 16 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 Muck Industries,Inc.Wed Oct 14 15:32:29 2015 Page 1 ID:c53KNt9S8dZANgLpvMEn7JcyCdI1-GUPQYhTZONUNeVcjwDOgyil Wt vuB5VY2eXR29nuyTQoO 11-7-41 2-6-0 I 6 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 1/ I ///.///` II 21 rr, I IF I IIV NNNINIVII.NNINIP" m 9. a� 2D 19 18 17 16 15 14 13 4x4 = 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4 = 0-1--88 23-11-12 23-10-4 { Plate Offsets(X,Y)— f19:Edge,0-1-B1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud 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(LL) -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/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1043/0-5-4,19=1043/Mechanical FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1581/0,3-4=1581/0,45=-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 16-19=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=0/731,418=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)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. '`��Ep P R 0F�`S'S 5 �NGINEF�4 /o2 87022PE 9r %, OREG•SN o <Cr� 'A�, FMBER �� rlO OS A. HER�P EXPIRES:06/30/2017 October 15,2015 s ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MB-7473 rev.10/03/2015 BEFORE USE Design valid for use only with M7ekr5 connectors.This design is based only upon parameters shown,and is for an individual building coponent,not a truss system.Before use,the building designer must verify the appliicabTty of design parameters and properly incorporate the design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection aridd bracing of trusses and truss systems,see ANSI/TPIT Qualify Crie¢,DSB-89 and BC-SI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659538 PL14-411_UPPER F1B FLOOR GIRDER 2 1 Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:29 2015 Page 1 IlIc53KNt9S8dZANgLpvMEnZkyCd11-GU PQYhTZONU NeVcjwDOgyiITYv0S5hueXR29nuyTQo0 0-1-8 I-1-134--- 1-5-12 213x4 II Scale r=1:13.2 ME MI NM II 6 1.5x3= 111111 1.5x3= 111. II 5III ►lF►A 3 1.5x3 II 3x6= I 1-11-12 I 1-11-12 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl LJd 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 Weight:17 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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=240/0-5-4,3=240/Mechanical FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-B,1-2=-280(F=-200) ����.. NEER c.is/°2 87022PE 9c / .37 cl%A), OREGON rye O� 90 AMBER1� Oka A. He?, EXPIRES:06/30/2017 October 15,2015 I fmiar ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USElet Design valid for use only with Mifek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the oppricabi ty of design parameters and properly incorporate the desgn into the overall tVliTek building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery.erection and bracing of trusses and bliss systems.see ANSUIPI1 Quardy Crifeda,051-89 and ICS!Building Component Suite 109 Safety Information available from Trus Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Sitrus H9ights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659539 PL14-411_UPPER F19 Floor a 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Od 14 15:32:30 2015 Page 1 ID:c53KNt9S8dZANgLpvMEn7JcyCdl1-kgzol1 UBngcEGfBV UW W VvrjOJMhgBBom5njJLyTQo? 0-1-8 1.5x3 II 1-7-4 1 11 13k4= 2 Scale=1:13.2 6 1.5x3= likIl; III 5 111ow ��� -, 3 1.5x3 II 304= I 1-11-12 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) 1/deft Lid 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 IBC20121TPI2007 (Matrix) 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=76/0-5-4,3=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 bearing(s)4 to support reaction shown. 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. P Gs'\C(' ' R Ore .,NGINFFR 4-) k/ 29 ' 870 2PE yA�Aj<OREGO ti OWN Or, �8ER1\ S A. HE? ' EXPIRES:06/30/2017 October 15,2015 4 __ I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE M. Design valid tor use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent brocing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1111 Quultly Cdtedo,DSB-89 and!SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659540 PL14-411_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:30 2015 Page 1 ID:c53KNt9S8dZANgLpvMEfZkYCd11-kgzoll UBngcEGfBvUwwVvrt¢JMmgSdom5nuJLyTQo? Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 o d ''-'''" 0 o L A 0 o d _ v V ti 20 19 16 17 16 15 14 13 12 11 11-4-8 I 11-4-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udeft 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 Ina YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:55 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 GF 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) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 11-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbadcs to be attached to walls at their outer ends or restrained by other means. ��c. tx& NEF,9"7 1" 2 87022PE yr yU' � N �'or, OREG•N ryeO 9O cci,j8 ER 11 OSA HE-?` EXPIRES:06/30/2017 October 15,2015 i .r , ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 941-7473 rev.10/03/2015 BEFORE USE + Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design nto the overall �i�e�, building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing B always requred for stabTily and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPIl Quality Criteria,051-89 and SCSI Building Component Suite 109 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type City Ply POLYGON R45659541 PL14-411_UPPER F21 Floor 3 1 _Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.INed Oct 14 15:32:31 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11LsXByNUpY k5upm52e0827NtnjiEZbh_IXGmyTOo_ 15z II 0-7-12 I 2- 6-0 1 15x3 I I 1 2 484= 3 Scale=1:13.0 JN., L / 95 4 4x4= 304= D(11 1 3-4-12 0. 3-3-4 Plate Offsets(X,Y)— 15:Edae,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 Ina YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=144/0-1-8,5=144/0-2-12 FORCES. (lb)-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 joint(s)4,5. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��ED PROFFss 04 'Y io 444 2 87022PE v1' N 7 �Aj, OREGO ro O �o AMBER -0 �O OSA. HE'k EXPIRES:06/30/2017 October 15,2015 i ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitch®connectors.Ibis design is based only upon parameters shown,and is for an individual building component,notMill. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated o to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* o always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Tell Quality Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Suite 109 • Citrus Heights,CA 95610 Job Truss Truss Type Oh' Ply POLYGON R45659542 PL14411_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Od 14 15:32:31 2015 Page 1 ID:c53KNt9S8d7ANgLPVMEnZkyCd11-CsXByNUpY_k5upm52e0827NtijFl 77yx_lXGmyTOo_ 1-3-12 2-6-0 I Scale=124.9 15x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3 4 5 6 7LL-- 1 2 . -N111111111411111111114114* .411111N1441111111` dt. 10 90 3x4= 3x5= 3x5= 3x4 = X18 14-3-12 02:1 142-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.02 8 n/a n/a Weight:72 lb FT=0 hF,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=624/0-2-8,11=624/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=977/0,3-4=977/0,4-5=1120/0,5-6=1120/0 BOT CHORD 10.11=0/426,9-10=0/1189,0.9=0/719 WEBS 6-8=891/0,6-9=0/498,4-10=263/0,2-10=0/682,2-11=721/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. PR < NGNO� '9s> 870 2PE 9 NN yCC`°T OREGO rye 4H .P� <c1/ $ER '‘1 �4 OSA HEr` EXPIRES:06/30/2017 October 15,2015 ®WARNING-Verify design perarneters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIi-7473 rev.10/0312015 BEFORE USE Design valid for use only with Mitek®connectors.Thls design a based only upon parameters shown,and is for on individual bulldog component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek` building design.Bracing indcated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality CrWeda,OSB-89 and SCSI Building Component 7Suite 7T7 Safety Information available from True Plate Institute,218 N.Lee Street,Suite 312,Alexandria, 109 VA 22314. Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F23 Floor 7 1 R45659543 -Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:32 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-935ZAj VRJIsyVyLHcLxNaKw156ybIwM5DPGpNDyTQnz I°$411 2-6-0 I aHa Scale=1:36.6 4x4 = 3x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 89 10 11 a7 No. 20 la ? • ". ...? ii,,r, .,iN N . I\ 9 .7 a ,7 .4 1s 18 17 16 15 14 13 12 4x5= 3x6 FP=3)(6= 3x5= 3x8= 3x4= I 21-6-12 21-6-12 I Plate Offsets(X,Y)— (1:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 020 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=937/0-2-12,12=937/0-5-4 FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=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 bearing plate at joint(s)18. 3)Recommend 2x6 stmngbacks,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. R OFFss ��5\`C�tDGIPNEF �� 87022PE 9r N N �'y �o>, (DREG N rye 41-/ -.Y 'MsER 1\ �O OS A. HE'i),�P EXPIRES:06/30/2017 October 15,2015 e a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 00USE. 11-7473 rev,10/03/2015 BEFORE Design valid for use only with Mriek®connectors.This design is based only upon parameters shown,and is for an individual building copo ent,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this desm ign into the overall building design. tracing indicated s �It��to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IyliTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1Pf1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Inlormaton available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 JobTruss Truss Type Qty Ply POLYGON 845659544 PL14411_UPPER F24 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:33 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-9FfxN3W44b P76WU92Tc7YTAdWNn1T7ES20NvgyTony 0-1-8 H I 1-8-12 11 2-0-8 I 2-6-0 I Scale=1:38.6 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 89 10 11 e ® d m w 4:N.....I <,,, 20 E o \ / '''''14N, Z Z 1a 9 lxxxxxxx1c2xxxXX xxxxxxxxxxxx xxxxxxxxxxxx xxxxxxxxxxxxx,x 18 17 16 15 14 13 12 1.5x3 II 3x6= 3x6 FP= 355= 3x5= 3x5= 3x6= 2-1-4 22-4-12 I I 21-0 I 20-3-8 LOADING(psf) SPACING- 1-7-3 CSL DEFL. in (lac) 1/defl Lid 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 Weight:117 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-5-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)12 except 13=489(LC 4),14=451(LC 4),15=417(LC 4),17=1052(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)I 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)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ��D PR OFEs LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��`D� C`• N�,i NEF•Q �4-, Uniform Loads(plf) Vert:12-18-8,1-2=180(F=100),2-11=80 8 e 2P , Concentrated Loads(Ib) Vert:1=-336(F) (P N '0. OREGO r),� IU~ �,9�'OFMgER �1 PDQ S A. HEn EXPIRES:06/30/2017 October 15,2015 i A WARNING-Verify design Parameters and READ NOTES ON THIS AND INCLUDED TEK REFERANCE PAGE WI-7473 rev.10OI/2015 BEFORE USE mi - MI Design valid for use only with MSek®connectors.This design is based only upon parameters shown,and is for an individual buildng component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek` building design.Bracing indicated's to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stobilty and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Qualify Criteria,DSI-89 and ICSI!Wilding Component Suite 108 Safety Information available S able froTruss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. SuiteHeights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F25 GABLE 1 1 R45659545 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:33 2015 Page 1 ID:c53KNt9S8dZANgLpvMEr171cyCdl1-9FfxN3W44by76w092Tc7YTEp WDp1 VMES20NvgyTQny 0.h8 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 d PI 38 ry ' o - - - - _ - - - . 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-4-02-8-0 4-0-0 5-4-0 61 3-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 � 17-4-0 / 18-8 -0 / 20-0-0 / 21-6-12 1-4-0 ( 1-4-0 1-4-0 I 1-4-0 1-4-0 1-4-0 I 1-4-0 1-4-0 { 1-4-0 1-4-0 { 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (lac) I/defl 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/TP12007 (Matrix) 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) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 21-6-12. (lb)- 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.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. c,:,\-\'‘ r.,_,,, P R OFFS �, 0AGINEF- s.0 2 8 • 2PE 191' 5 CP . eY A-', OREGO r �N 'AOn FM8ER 1\ �4 S A- HEP`NP EXPIRES:06/30/2017 October 15,2015 __" 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI1-7473 rev,10/03/28f5 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,not � o truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' c always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,D5B-89 and 11051 Bildi ung Component 7777 Greenback Lane Safety InformWion available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659546 PL14-411_UPPER F26 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Oct 14 15:32:34 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-dRCJbPXirv6glGV gjm_rfl?Mbwc3mnW NhilwR6yTQnx a48 1-0-4 1 2-6-0 Scale=1:41.5 4x6= 4= 3x4= 3x4= 3x6 FP= 4x5= 3 4 5 6 7 8 9 10 11 12 1 2 d m 9 _ e 221 N I/ ! 14%.%'N 20 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= � 24-412 4-8 24-3-4 LOADING(psf) DEFL. in (lac I/deft Lid PLATES GRIP SPACING- 1-7-3 CSI. ) 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 (Matrix)5.0 Code IBC2012/TPI2007 ( ) 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 puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1062/0-5-4,19=1062/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1782/0,3-4=-1782/0,4-5=-3190/0,5-6=3190/0,6-7=3366/0,7-8=3366/0,8-9=2315/0,9-10=2315/0, 10-11=2315/0 BOT CHORD 18-19=0/600,17-18=0/2626,16-17=0/2626,15-16=0/3419,14-15=0/2982,13-14=0/1316 WEBS 11-13=-1631/0,11-14=0/1238,8-14=-827/0,8-15=0/475,6-16=283/0,4-16=0/699,4-18=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 bearing plate at joint(s)19. 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. R Op Pi 19 �°�G NE�'� s/�2 87022PE 9<" to S"../'3(1.14-'-^- C)",,,,,0REG N ryv V4BER '\1 EXPIRES:06/30/2017 October 15,2015 mama WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 0111-7473 rev.10/03/2015 BEFORE USE NH- Design valid for use only with Mitek®connectors.The design is based only upon parameters shown,and is for an individual building coponent.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate the design into the overall IYI���r�• building design.Bracing indicated a to prevent buckling of individual true web and/or chord members only.Additional temporary and permanent bracing is always requhed for stability and to prevent cdk:ipse with possible personal injury and property damage.For general guidance regarding the Greenback Lane fabricotton.storage,delivery. trusser erection end bracing of andtruss systems,see ANSI/711Quagty Galeria,051-89 and 11051 Building Component 7777109 Sate*Intormotion available from True Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. uiteCitrusHeights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL14-411_UPPER F27 Floor 2 1 R45659547 Job Referencelootionall Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:35 2015 Page 1 ID:c53KNt9S8dZANgLpvMErOwCd11-5emholXKcDEXNQ45HT V4CzYZEKOs VOPXvM V UzYyTOnw 1-7-4 1 2-3-0 I 0.1 Scalell =1:23.3 1.553 II 1.5x3 = 1.5x3 I I 3x4= 1.5x3 11 3x4= 1.553 I I 3x4= 1.5x3 = 1 2 3 4 5 6 7 13 7 0 N G N.-Z-N.-. Nr., 7 1 12 • 1 10 9 354= 355= 3x5 = 354= I 13-5-12 13-5-12 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) I/defl Ud 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) -0.06 8-9 >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight 70 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. (lb/size) 8=582/0-5-4,11=582/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-888/0,3-4=-888/0,4-5=-958/0,5-6=958/0 BOT CHORD 10-11=0/463,9-10=0/1038,8-9=0/608 WEBS 6-8=-783/0,6-9=0/450,2-10=0/547,2-11=697/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)Recommend 2x6 strongbacks,on edge,spaced 0110-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbadcs to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. �0 .0 PR°FFss ,N5 Nc tNEF'7 X02 ,c87022PE v- yCP rN �Aj, OREGON ti� IL -¢O' �MSER '`'` O Or, A. HeP`\-4P EXPIRES:06/30/2017 October 15,2015 I t ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.10/03/2015 BEFORE USE Pill. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek e always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/Till Qual ly C°eeda,DSB-89 and[SCSI Building Component 7777 Greenback Lane Safety IntormaBon available from Truss Plate Instkute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659548 PL14411_UPPER F28 FLOOR SUPPORTED GABL 27 1 Job Reference(ootional) Pacific Lumber&Truss Co.. Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 1415:32:35 2015 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-5emhoIXKCDEXNQ4sHTV4C2Yb1K3 VPNXVMVUzYyTQSW I 1-0.8 1.5x3 II 1 3x4= 2 Scale=1:13.2 R 0 ill►4 '�A 1.5x3 II 3x4= p 1-3-8 0.Q 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lair) Udefl IJd 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 Weight:11 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11,3=32/1-3-11,3=32/1-3-11 FORCES. (Ib)-Max CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 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. `��Ep PROFFS c\� ��G(N EF9 Si(-, . � 87022PE � ti y c% OREG•N ti� <U �O c°4/BER 11 O ps• A HEk�P EXPIRES:06/30/2017 October 15,2015 r s —� ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1147473 rev.10/03/015 BEFORE USE - Design valid for use only with MilektE connectors.This design is based only upon parameters shown,and is for an individual building co�iponee overall t a truss system.Before use,the building designer must verify the applcabii y of design parameters and property incorporate designMiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the 7777 Greenback Lane fabrication,storage.delivery,erection and bracing of trusses and truss systems.see ANSI/TPIt Quality Criteria,DSI-89 and BCS!Bulking Component Suite 109 Safety information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heiabts,CA 9561D Job Truss Truss Type Qty Ply POLYGON R45659549 PL14-411_UPPER F29 FLOOR SUPPORTED GABL 2 1 — Job Reference(ootional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:35 2015 Page 1 I D:c53KNt9S8dZANgLpvM EnZlcyCdl1 5emhoIXKCDEXNQ4sHTV4CzYb8K37V PNXvM V UzYyTQrtw 1 0-10-12 1.15x3 I I 1 3x4= 2 Scale=1:13.2 t3 O N N •������St&d. �����g4.4s`• 1.5x3 II 3x4= pp 1-1-12 1 0-43 1-1-12 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight 11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=28/1-1-15,3=28/1-1-15,3=28/1-1-15 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)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,,EO PROFFS, 7 , INE \ 87022PEr y �A), OREGO ti� L 9�, �Ma EB \\ �O OS A- HO; EXPIRES:06/30/2017 October 15,2015 a w ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE ' Design valid for use only with M7ekIE connectors.This design is based only upon parameters shown,and is for an individual building component,not truss tes system.Before use,the building designer must verify the appricabTty of design parameters and properly incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSr/TPII Quardy Criteria,DSB-89 and SCSI Reading Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312 Alexandria.VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R4565955D PL14-411_UPPER F30 FLOOR SUPPORTED GABL 2 t Job Reference(optional) Pacific Lumber R.Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:32:36 2015 Page 1 ID:c53KNt9SBdZANgL pvMEr17JryCdl1-ZgK404YyNWMO_af3rB0JIA515kPGEsdg80E1 W?yTQnv 1.5x3 I I 1 4x4= 2 Scale=1:13.3 a 1 4 3 1.5x3 II 4x4= u 0.312 � 0.04 0-9-12 Plate Offsets(X,Y)-- f1:Edae,0-1-81,f3:Edge,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL in floc) I/deft Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina- YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=19/0-10-0,3=19/0-10-0 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)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. ckc0 PROF-4- � S �c\5� lc, NEER c$'jO2444 9 870 2PE 547 NEAT OREGO c QJN 90,-,FwBER -c1 s A HE? EXPIRES:06/30/2017 October 15,2015 c ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mg-7473 rev.10/03/2015 BEFORE USE ET- Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the appicabitiity of design parameters and properly incorporate this design info the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for sfabtiify and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 7777 Greenback Lane fabrication.storage,delivery,erection and bracing of trusser and truss systems.see ANsl/TPl1°nerdy Cdtedo,05B-89 and BCSI Betiding Component Suite 109 Safety Infonna6on avolable from Truss Pale Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659551 PL14411_UPPER F31 FLOOR SUPPORTED GABL 1 1 - _Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Oct 14 15:3236 2015 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdll-ZgK404YyNViMO_af3rBOJIA5lnkPDEsdg80E1 W?yTQnv I 1-0-8 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 • 1.5x3 II 3x4= 1-3-8 6{X3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (Ioc) I/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 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11,3=32/1-3-11,3=32/1-3-11 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)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. •,(<- P R OF-4. 2 ' 87022PE 91.' -N " Nt �'c>, OREG•N (1,c, zo �0 '',,/,f \-\<:;) 1\ \-\<:;)OSA. HE-?' EXPIRES:06/30/2017 October 15,2015 s f ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI}7473 rev.10/03/2015 BEFORE USE Design valid for use only with MTek®connectors.This designs based only upon parameters shown,and is for an individual building component,not '- a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Inns web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPD QuaOfy Cdledm,051-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R45659552 PL14-411_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 M7ek Industries,Inc.Wed Oct 14 15:32:37 2015 Page 1 ID:c53KNt9S8dZAN9LpvMEnZkyCd11-10uSDQZa8gUFckEFOuXYHOdw971PzJLgNg_a2RyTQnu 1 2 3 4 Scale=1:13.0 J L 8 7 6 5 3-7-0 l 3-7-0 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 Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a Weight 19 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) 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(ttat) TRUSS TO BE FULLY SHEATHED FROM ONE FACE OR SECURELY BRACED AGAINST LATERAL MOVEMENT(I.E. DIAGONAL WEB). REACTIONS. All bearings 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)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. 87022PE 9f" cv '5.-7,t‘fiAT OREGO rye OCU Or,c4,/ \\ S A. HE:?‘ EXPIRES:06/30/2017 October 15,2015 1I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 8111-7473 rev.10/032015 BEFORE USE. illi Design valid for use only with M7ek®connectors.The design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicabilty of design parameters and properly incorporate the design into the overall MiTek` building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regardng the 7777 Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/Toil Quality Gateda,DSe-89 and BCSI building Conrail safely Inlomndfon available 109 able from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. uiteCitrusH9iofits.CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3j4" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury �� Dimensions are in ft-in-sixteenths. •Iik Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-1/16" MiNgbilIMMININIIINIIIMERimm 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves 11661111I1111* may require bracing,or alternative Tor I _ pO bracing should be considered. rigorU20 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locatemummszumummownimminown. designer,erection supervisor,property owner and plates 0-1/Ii. from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/TPI 1. slate l e or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber Is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is ER-3907,ESR-2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and In all respects,equal to or better than that 46 Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,If no calling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. �I Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ■MM reaction section indicates joint ©2012 MTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless Indicated otherwise. let Min size shown is for crushing only. MI 18.Use ofroan or treated lumber ma �'� ose unaccele environmental,health or performance risks.Co sulttwith Industry Standards: project engineer before use. ANSI/TPIl: National Design Specification for Metal 19.Review all portions of this designfront,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Is not sufriclent. m iTek BCSI: Building Component Safety Information, a 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015