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Plans (81) S7-�rSl4RECEIVED i cw0 4 S Gt/ fy FEB ft 2016 MiTek° BUILDING 1SI N MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-41 1_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43351148 thru R43351177 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. �R' D PRQt Gi &.fi� 1a�. 8 • 2PE CV pfiiNt '0,>, OREGON tip©z -Y0 ' BER 11 4 A. Hex EXPIRES:06/30/2015 December 5,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. A Job Truss Truss Type Qty Ply POLYGON R43351148 PL14-411 UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-ggRupLEEOe29FGwnYtm9z4svH7_H9uNQcomlmHyCJyb I 1-0-0 I 1.5x3 I I 1 3x4= 5 2 Scale=1:13.2 I E„ III 0 0 N II „N .-1W '- 4 A 3 1.5x3 II 3x4= I 1-3-0 1-3-0 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) 0.00 4 """ 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/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 1-3-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=183/0-3-8 (min.0-1-8),3=219/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down at 0-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:3-4=-10,1-2=-100 Concentrated Loads(Ib) Vert:5=-277(F) (<:' PRO FSS GNGINEfi� N(.1) ,,,, ,_ tV 8717 2PE - '©,GREG N qL4 �C'©FMBEI3 \\ P�4 S # A. HE EXPIRES:06/30/2015 December 5,2014 4 4 A WARM%.Ver'talex(gis param tars and READ IC TES Ct17H17 AND mama 141T€fCREFERENCE PAIGE 1411.1473 rex.1/25/2011 Et 898/5€ ... Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the ��• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaiSy Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 It Seurthens Pine(SP)meter is specked,the design values ase those effective 06/01f2013 byALSC Job Truss Truss Type Qty Ply POLYGON R43351149 PL14-411_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:15 2014 Page 1 f ��3�ID:c53KNt9S8dZANgLpvMEnZkyCdl1-EE61RNG6hZQk6k1MD?KsbiURzKwkMBMsJm?yNcyCJyY 11-0-0 1 1 1-1-0 ii 1-2-0 I p-8-7 11 1-2-0 I r"-��"'3t Scale=1:39.9 5x6 11 3x8 II 3x6 FP= 3x6 FP= 5x8 II 5x8 II 5x6 Il 5x8 II 2 3 4 5 6 7 8 41 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 AS -� N�I/AWAWA Mil 1111WACW.. AIWA- -tlll W-a N M. d 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 6x6= 8x8= 3x6 FP= 6x8 II 5x6 II 5x6 II 5x6 I I 6x8 II 8x8= 6x6= 1.5x3 SP= 3x6 FP= 6.8 II I 23-1-4 I 23-1-4 Plate Offsets(X.Y)- [32:0-3-0 0-0-0.[.[34:0-3-0 0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.18 33 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.29 32 >955 360 BCLL 0.0 Rep Stress Incr. NO WB 0.31 Horz(TL) 0.06 25 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:204 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 40=1802/0-5-8 (min.0-1-8),25=1724/Mechanical FORCES. (Pb)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 2-3=2126/0,3-4=-2126/0,4-5=-3962/0,5-6=-3962/0,6-7=-3962/0,7-8=-5590/0, 8-41=-5590/0,9-41=-5590/0,9-10=-5969/0,10-11=-5974/0,11-12=-5974/0, 12-13=-5823/0,13-14=-5823/0,14-15=-5433/0,15-16=-5433/0,16-17=-4691/0, 17-18=4691/0,18-19=-3503/0,19-20=-3503/0,20-21=-3503/0,21-22=-1960/0, 22-23=-1960/0 BOT CHORD 39-40=0/1126,38-39=0/3074,37-38=0/4791,36-37=0/4791,35-36=0/5969,34-35=0/5969, 33-34=0/5969,32-33=0/5974,31-32=0/5974,30-31=0/5660,29-30=0/5153, 28-29=0/4146,27-28=0/4146,26-27=0/2781,25-26=0/1061 WEBS 2 40=-2082/0,2-39=0/1926,4-39=-1828/0,23-25=-1962/0,23-26=0/1733, 21-26=-1581/0,21-27=0/1391,18-27=-1238/0,438=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, 1431=0/315,12-31=-281/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. V) PR k„ 3)Refer to girder(s)for truss to truss connections. R 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �Gj ��s'3� �V /� 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. �Lr y' 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 6-11-0,and 177 lb O V L (- down at 15-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). (14 LOAD CASE(S) Standard 3. ct1 " Ak/ 44/ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Z� O � Uniform Loads (pH) \\ * Vert:25-40=-8,1-16=-80,16-24=-130(F=-50) ` Concentrated Loads(Ib) A HS�\ • Vert:16=177(B)41=-965(B) EXPIRES:06/30/2015 December 5,2014 i 1 A W4JW O Veaf?ydesign pararimern311-iREAL WITS ONTHIS: ThrIZED IIITEK REFERENCE PAGE HU 1473cxc1/29/20MM1E ISUSE id Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 6 '�e . erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIT Qualtly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 Fed ethe..eFuse(SP)rauxrler is specified,the deiBeeetuos are those e44ecti eOG/O3/2Os.3 by MSC • Job Truss Truss Type Qty Ply POLYGON R43351150 PL14-411_UPPER F03 Floor Girder 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:15 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-EE61RNG6h2Qk6kfMD?KsbiUTwK KM7YsJm?yNcyCJyY 1 1-7-0 I I 1-9-0 I Scale=1:17.8 6x6= 3x6 11 3x6 II 3x6 11 3x6 II 3x6 11 1 11 2 3 4 12 5 13 6 • a • N L10._? ' 10 9 8 6x6= 5x6 II 3x6 II 6x6 --=1 1 9-40 1 9-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1033/0,1-11=-770/0,2-11=-770/0,2-3=-770/0,3-4=-1123/0,412=-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=-063/0,2-9=-417/0,1-9=0/1082 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Concentrated Loadst(b)1-6=-100 t0.1N4- SO Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12-132(F)13-132(F) 414 ✓"7 c 870 2PE ,< cn 5. �"°li �,,'OREGON rP IN O ' BERv Pte . S A. HERS EXPIRES:06/30/2015 December 5,2014 4 _ e A WARNI.5T.a-Verify design parame�rs aaREA.D l407ES GM THIS AAM 1leC31 ED Kra f REFEREM.7 t1 HIT 7473 soc 1,/19/2014 EIFFO9EUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M�A'I' pr k^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMI 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safeuttere pinef5F)available lumbaer is el)Tui9ed Plate Institute,olsoes ase theta Suite� $000112013 1120 3 by 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351151 PL14-411_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:17 2014 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdl1-BdEns3lNCAgSM1 pILQMKg7Zp88Yigya9m4U3RUyCJyW 0-1-8 H1 1-0-8 I 2-6-0 1 0-14.8 Scale=1:42.6 1.5x3= 3x6 FP= 1.5x3= 3x6 FP= 1.5x3=6x6= 4x6 II 5x6 II 1.5x3= 1 2 253 4 5 6 7 8 9 10 11 12 13 22 S IBI .. mId IBI 1W \I/ \I \ I / ' 24��'iy `21 I.P 23 20 19 18 17 16 15 14 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x8= 3x4= 1.5x3 SP= I 24-6-8 24-6-8 1 Plate Offsets(XX)-- [22:0-1-8,0-0-8] [24:0-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.19 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.32 16-17 >896 360 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:155 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1065/0-5-4 (min.0-1-8),20=1080/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1884/0,3-25=-1884/0,3-4=-1884/0,4-5=-3330/0,5-6=3330/0,6-7=-3330/0,7-8=-3502/0,8-9=-3502/0, 9-10=-2404/0,10-11=-2404/0,11-12=-2404/0 BOT CHORD 19-20=0/644,18-19=0/2741,17-18=0/2741,16-17=0/3547,15-16=0/3087,14-15=0/1360 WEBS 12-14=-1666/0,12-15=0/1279,9-15=-836/0,9-16=0/509,7-17=-265/0,4-17=0/723,4-19=-1049/0,2-19=0/1519, 2-20=-1238/0 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)20 lb down at 3-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD + ) Standard � � PR O� sc�` 1)Dead Floor+ Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pff) Co Vert:14-20=-8,1-13=-80 ��G[N��'7 ✓O� Concentrated Loads(Ib) 144 "iy Vert:25=-20(B) Lt' .E70 2PE r" (1) y �'o),. OREG N (15) / O4JEB 1" ` A. HER .V EXPIRES:06/30/2015 December 5,2014 m e Ai9.4RNTAG-Veetydesignparawinrssod READ f' TES ONTHSANDINCLUDED MEEKRE€EREICEr'AGE#ft7J3regi.t,25/2014 ONE 1. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1i erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Iy1I eIC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7811 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifsourhtra.Pine 434ilambtsi££pexsetd„the design eatuos are ttwre affective 06fOS12O1.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351152 PL14-411_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:17 2014 Page 1 ID:c53KNt9S8dZANgLpvMEfZkyCdl1-BdEns3INCAgSM1 pILQMKg7Zpf8hRg8d9m4U3RUyCJyW I 1-2-12 1.5x3 I I 1 3x4= 2 Scale=1:13.2 N s > A. v`/K 4 3 1.5x3 II 3x4= I 1-5-12 I 1-5-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 """' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,3=74/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/Mil. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��4 PRO E OF' 87022PE rp rat 7.S DREG N ti�a ^51* . `4..BER >?� S A,. HER EXPIRES:06/30/2015 December 5,2014 10 ®&64JssNIf4a-Martydesign parameters aa:1 READ WTES CHTHIS AM MUM d751 _» Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■ 'T�IRi" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BM! 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quaily Citteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety If Southern Information $SP)available 10.1mber k sgtecifietiLtse Institute,,must aeel.4rasis effective Alexandria. by AL 22314. Citrus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43351153 PL14-411_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:18 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-fpo94PJ?zUoJzBOxu7tZCL6_SY1hZbMl?kDd_xyCJyV 0-ilt8 Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 j 2 e e - _ n ❑ 8 e ❑ _ e - e 0 0 9 B 42 Io `c 5 5-- . F 5 5 q - -D ° ° - - - 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-0 2-8-0 4-0-0 5-4-0l 6-8-0 8-0-0 9-4-0 { 10-8-0 i 12-0-0 13-4-0 14-8-0 i 16-0-0 17-4-0 I 18-8-0 � 20-0-0 21-4-0 � 22-8-0 i23-11-12 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 1-4-0 1-4-0 1-4-0 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI- DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-11-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard (ca-c�cD PRQE 2 87022PE r, N � 7 �'Q, OREG•N ria 4/ 16448 A. HE—S ER A\EXPIRES:06130/2015 December 5,2014 s ®4 4/(M.% Verify de=an parameters and READ Pb TES 01V THIS Ale MIMED MIMEI(EFEPEP/CE ME ff17 7 473 res 3129/2018 OffalEtiSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. NI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M)IQr kp erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPll Quality Criteria,DSB-89 and'SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IPSouther*Rine fsP)turrs8erk specified,the design u#ues are those affective 06/03f208.3 by MBC Job Truss Truss Type Qty Ply POLYGON R43351154 PL14-411_UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:13:19 2014 Page 1� ID:c53KNt9S8dZANgLpvMEnZkyCdl l-70MXHIKdknwAbLz7SrOolYeATyNu12bSDOzAWNyCJyU Scale=1:38.0 34 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ■ o 0 • 0 o 0 0 e 2 e 0 5 m o e 2 e e e 2 ,41 u X 0 d yv ® `^^5 5 2 r.. e 5 0 0 5 E X X X vx 40 39 % )(38 J( JC 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3s6 FP= I 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 1 6-8-0 1 8-0-0 l 9-4-0 l 10-8-0 1 12-0-0 I 13-4-0 l 14-8-0 1 16-0-0 1 17-4-0 l 18-8-0 l 20-0-0 l 21-4-0 l 22-8-0 2p� 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:108 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-1-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard o PRQ 87022P-- r y 5. �'oj,.OR EGON:::‘.‘,W A- HER EXPIRES:06/30/2015 December 5,2014 ., t ®tYAINIMI-Verify design pasamclrrs and REAP f4 TES CN THIS AM mum ED M/TE(REFEEREICE PAGE Ha2 475 re&1/19120.1$BL aiELSE pa - Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the A�•r��* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Ill! 1 fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifSauthem pineISP)taasitaarisngresifieai,the desige values are those effective 061011201.3 forylkiSC Job Truss Truss Type Qty Ply POLYGON R43351155 PL14-411_UPPER F09 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:20 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-bCwwU5KFV521 DVYKOYv1 ImBGhLiWl��TTabS2ij2pyCJyT 2-6-0 I I 1-8-12 I I 1-8-12 I 1 r(�y� 1 Scale=1:17.6 3x4 I I 3x4= 1.5x3 II 3x6= 3x4= 1 2 3 4 5 e e a 11 ° 1.5x3= 2 A N ° 1.5x3= r e ° 10 9 8 7 6 1.5x3 II 3x6= 3x5= 3x6= I 7-2-129-4-0 7-2-17 I 2-1-4 Plate Offsets(X.Y)— [1:Edge 0-1-8].[5:0-1-8.Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 9-4-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=118/7-44 (min.0-1-8),8=20417-4-4 (min.0-1-8),7=999/7-4-4 (min.0-1-8) Max Uplift9=-34(LC 4),8=-74(LC 4) Max Grav9=183(LC 3),8=340(LC 3),7=999(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/280,3-4=0/280,4-5=0/500 BOT CHORD 7-8=-500/0 WEBS 4-7=-507/0,2-8=-381/0,4-8=0/339,5-7=-699/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 9-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). tOP R QF- LOAD CASE(S) Standard [NE ', 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ?`. �G� ' Uniform Loads(plf) 'CC. ` Vert:6-9=-8,1-4=-80,4-5=-180(F=-100) 87022PE. Concentrated Loads(Ib) Vert:5=-336(F) C.Ifes,'oi,, OREGO ) t(/ ' '/O 1:\BER P��IO EXPIRES:06/30/2015 December 5,2014 t e A AM' Ver'trdcs(gn pararax ers and READ 112 ITS ON THIS AM)INCLUDED MITE(p,EFEP,F, CE PATE//77.7413 rex 1,125/2014 BEM fly: Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 111111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication.qualify control,storage,delivery,erection and bracing,consult ANSI/1911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern Pine 9St')lxnefser iscpeci5atf,the tiesigu vurues urn siens effective 06./01,401.3 byALcc Job Truss Truss Type Oty Ply POLYGON R43351156 PL14-411_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1320 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-bCwwU5KFV521 DVYKOYv1ImBLCLj81 VrbS2ij2pyCJyT 1 2 3 4 5 6 Scale=1:12.8 14 0 Jo e e 13 12 11 10 9 8 7 I 1-4-0 I 2-8-0 I 4-0-0 I 5-4-0 I 6-2-12 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft 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 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 6-2-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard f<-t,`Et3 PR0, iS cc 870 2P ycn w NI ,SAT OREGC1 /�� 0 �` 8ER 1� EXPIRES:06/30/2015 December 5,2014 i i ®twATE-Verity design parameters wr REAP fi3IES ON THISAND€4ULSED MPT€K SEEEREENCE PAGE MU 7 473 sec 1j28/243d AER74EUS: Illis Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �f� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the � erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MTs-i fabrication,quality control storage,delivery,erection and bracing,consult ANSI/T911 QuaBly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 liSoultherti Rine(SP)lanrtbva is specked,the designs wfues aretlaase effective Oe/0112`31,3 by AM Job Truss Truss Type Qty Ply POLYGON R43351157 PL14-411_UPPER F11 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1321 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-3OUliQLtGPAurf6WaGRHgzjTBlypmgClhiSHaFyCJyS 0-1-a HI 1-8-12 I I 2-2-0 I 2-6-0 Scale=1:39.0 3x4= 1.5x3= 1.5x3 II 1.5x3= 3x4 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 ® c - m c - 20 ., /7 I V VII Vc r 19 - ilk 18 17 16 15 14 13 12 1.5x3 I I 3x6= 3x6 FP= 3x8= 3x5= 3x6= 3x4= 2-2-12t I 1-11-12 2-/4 22-412 I 1-11-12 0-- 20-2-0 0-1-8 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.12 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:115 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-17. REACTIONS. (lb/size) 12=849/0-2-12 (min.0-1-8),17=1434/0-5-8 (min.0-1-8) Max Grav12=878(LC 4),17e1434(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/411,2-3=0/411,3-4=-1688/0,4-5=-1688/0,5-6=-2365/0,6-7=2365/0,7-8=-1815/0,8-9-1815/0, 9-10=-1815/0 BOT CHORD 16-17=-122/874,15-16=-122/874,14-15=0/2167,13-14=0/2232,12-13=0/1066 WEBS 1-17=-573/0,10-12=-1321/0,10-13=0/928,7-13=-517/0,5-14=0/295,5-15=-642/0,3-15=0/1060,3-17=-1289/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 4.i,E� PR pFFtS,'S 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 �Cj �N�,:INE-� ./bUniform Loads(Of) c,;. - Vert:12-18=-8,1-11=-80 44.7 ', Concentrated Loads(Ib) gild 2rt. t-* Vert:1=-336(F) N N 7 �'0), DREG N ti�©111 0 �4EER1OsN � A. HEA EXPIRES:06/30/2015 December 5,2014 e m ®WAI(NIS 3a-Ver,7y de_=/n;paisssis s s d R€AD kr riS Cir'THIS AND MIMED ES MITEKREFERENCE PAGE MU 7 473 rex 1/29/lfM4 ;4Ftt1 l Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component B responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the •� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifteuxirarn. ISP)ember 1x slxeclttee,the aeuigrr values ale those effective 06/03.12611 by AMSC Job Truss Truss Type Qty Ply POLYGON R43351150 PL14-411_UPPER F13 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:22 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-XblgvmMV1 iJlSohi7zyWNBGfO9MXVOiuwMBg7iyCJyR 1 0-6-4 4x4 1-241 I I 0-8-7 4x4—I 1-2-0 1 I 0-6-1 10 1 1 2 3 4 5 4x4= 6 Scale=1:12.9 J / . 13 0 4 N . \ — • 4x4=- 12 12 11 10 9 8 4x4= 4x4= I 2-10-11 I 3-5-11 I 4-0-11 I 4-11-4 I 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X Y1— [2:0-1-8.Erge]-[4:0-1-8.Edge].[5:0-1-8.Edge].p•Edge.0-1-8].[10:0-1-8.Edge].[12:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-314/0,5-7=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Rig PR QFe`ScS' �� ti�G1 NEAR f°%-y 870 2PE N /� ti y5. ^3.), OREGO q, Qcu `Pon /8-ER 1 Pr S 4. HE EXPIRES:06/30/2015 December 5,2014 ff ®8ARIV11."i-Vesiyrara design rasrtsrs and READ t4 TES GRINDS AND MEWED MITER REFERENCE PAGE NIT 7473;vv.,11/25120mBEMUSE x Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 QuaSfy Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if-Southern Pine fTP)Umber is enecitleck the design values are 119:346.effective 06/03/2013 by AiSC Job Truss Truss Type Qty Ply POLYGON R43351159 PL14-411_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1323 2014 Page 1 ID:c531Wt9S8dZANgLpvMEnZkyCd110nb276N7o0Ro4yGuhgTlvOpo5ZcBEhV180xOf8yCJyQ 0-1-8 H 11-0-8 I 2-6-0 I ale 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 ., rz—,..—,,..,.._r: . .. .r: - n—--: 714.1411 23 ' :-. ''A a ! Ii i HNII h h h.. 000.00, 41N11111 o MI IC Mi 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 24-6-8 1 24-6-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >747 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:124 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1063/0-5-4 (min.0-1-8),19=1063/0-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1792/0,3-4=-1792/0,4-5=-3197/0,5-6=-3197/0,6-7=-3371/0,7-8=-3371/0,8-9=-2318/0,9-10=-2318/0, 10-11=-2318/0 BOT CHORD 18-19=0/611,17-18=0/2634,16-17=0/2634,15-16=0/3425,1415=0/2986,13-14=0/1317 WEBS 11-13=-1632/0,11-14=0/1239,8-14=829/0,8-15=0/477,6-16=-282/0,4-16=0/698,4-18=-1044/0,2-18=0/1463, 2-19=-1205/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/Mil. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard <<- ?1/4.0) ) PRQFes CO k4 GINE 0 87022PE 44 r _.i. '0,,, QREIV GO 1. u 9° fi'�SER ti' Ci ©S A. HEP EXPIRES:06/30/2015 December 5,2014 i f W4tWZMS.Veer tk_l/n raraaworrs god READ f107ES ON THIS AND MCILZED MIMIC REFEREPAT PAGE MITT 7 473;EL.1,115/2014 BMW USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown IIII o for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporssibillity of the MiTek� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPl1 QuaIBy Criteria,DSB-89 and SCSI Sugdfng Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights, rf kttaraPire(sv)tunt is ckest,theekesgn es�,,heseos*Qst'e06f21/201.3 by MSCcA.95B10 Job Truss Truss Type Qty Ply POLYGON R43351160 PL14-411_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:23 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkYCdl1-0nb276N7o0Rc4yGuhgTIvOpoHZgOEpa180xOf8yCJyQ (1.6.4 I I 1-2-0 I I 0-8-7 I I 1-2-0 I I 1-5-1 I 2-6-0 Scale=1:16.4 1.5x3 II 4x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4x4= 4 5 6 7 .\. * / — .._\ OA e e e e .fie 13 12 11 10 9 3x4= 8 1.5x3 I I 1.5x3 II 4x4= 3 4x4= x4= I 2-10-11 1 3-5-11 14-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets QC Y)— j2:0-1-8 Edge).[3.0-1-8.Edge].[9'0-1-8 Edge] [10'0-1-8.Edde].[13•Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No,1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=356/Mechanical,8=356/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-380/0,4-5=-380/0,5-6=-380/0 BOT CHORD 9-10=0/380,8-9=0/353 WEBS 4-10=-262/0,2-13=-620/0,3-10=0/446,6-8=-437/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,to P R QFe -<<- ‘5' 87022PE 1' / 7 10�,OREGO eP aAu C'b� 8ER \\ P* ` A. HVR' EXPIRES:06/30/2015 December 5,2014 $ ®W48NI -Ve ty design paramemrs an:-R€AD IC LES ON THIS AND 18111DED MILK REFER€MI MSE(4f7 7 473 sec 1/19/2814BLr011E 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. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the p■�TetR�* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB 1 fabrication,quality control,storage,dekvery,erection and bracing,consult ANSI/1911 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely �) omaInstitute, 7ESheet,Suita3ha. Citrus Feignts,CA,95610 fSoctsere +e2Pavailable nTruss t s" wadu N. offs ,* Alexandria,0yA S[ Job Truss 'Truss Type Qty Ply POLYGON R43351161 PL14-411_UPPER F16 FLOOR 12 1 Job Reference(optional) Pacific Lumber 8 Tess Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:24 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-Uz9QKSNmZKZTi6r5FO_ScL JzzHz7ABNggxBayCJyP 1 2-4-4 I I 2-6-0 Scale=1:40.3 1.5x3 II 4x5 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 i i /V N‘kt-7 ANN-7 NN9.--/ N 18 17 16 15 14 13 12 1.5x3 II 4x8= 3x6 FP= 3x5= 3x5= 3x8= 3x4= I 23-1-4 I 23-1-4 Plate Offsets(X.Y)— [1•Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.24 Vert(LL) -0.20 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.33 14-15 >848 360 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:114 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 18=1010/Mechanical,12=1010/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1005/0,1-2=-1224/0,2-3=-1224/0,3-4=-2770/0,4-5=-2770/0,5-6=-3086/0,6-7=-3086/0,7-8=-2175/0, 8-9=-2175/0,9-10=-2175/0 BOT CHORD 16-17=0/2134,15-16=0/2134,14-15=0/3069,13-14=0/2772,12-13=0/1246 WEBS 10-12=-1544/0,10-13=0/1151,7-13=-740/0,7-14=0/388,5-15=-370/0,3-15=0/789,3-17=-1127/0,1-17=0/1535 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard (<-‘' ,n,, PR QE.S6' co c;• 'q- 9 p 87022PE c 5. SREGO c1 ' k/ 00 4/BER '\- a� A. Hem EXPIRES:06/30/2015 December 5,2014 4 ®WNW-Ver//yr/esiynparanworsanj READ 1CTES TMSEtMIIL7413mg12S/2r618N Olfc Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Googly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 ft Smuthh�Information P).ember isom Truss Plate specifie4,reelnstitute,dasfge referee are..Glore effa1 N.Lee Street, gctrxe2 Alexandria,VA 22314. Citrus Heights,CA,95610 06otiti/2f32.i by MSC Job Truss Truss Type Qty Ply POLYGON R43351162 PL14-411 UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:25 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-yAjpYoOOKdhJJGQHp5VD?pu9mMlziblKcKQUj1 yCJyO 1-7-4 2-6-0 I 0-pf8 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 Iii 1i 21 i / � 7s:' 21 e e _la_ e e `a, 20 AA 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0-]8 23-11-12 I 0-1-8 23-10-4 Plate Offsets(X Y_)— [19:Edge.0-1-8.] LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1043/0-5-4 (min.0-1-8),19=1043/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=-2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,14-15=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=796/0,8-15=0/444,6-16=-314/0,4-16=0/731,4-18=-1077/0,2-18=0/1492, 2-19=1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard "\CC54c PR7ss 144 17 f 2PE , y '5. -0.,,, OREGO q9�, O©�4&ER 1\ v.N A. He EXPIRES:06/3012015 December 5,2014 af ®GL4.INTTIi-Yertydesigopararreersa,iREAD N7TES Chi nes AM IhCF.L-E4 MIMIC REFERENIEPAGE HU7473rev-1128/26h48ff06£M E Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MilY is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the � ek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaitonas�vailable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifS�ou Southern Pine gar»x¢tumlber is specified,thedtesfge vatuas aseliliesa effective 00GSf3O1.8 byAtSC Job Truss Truss Type Oty Ply POLYGON R43351163 PL14-411_UPPER F18 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:25 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yAjpYoOOKdhJJGQHp5VD?pu6HMQEimbKCKQUj1 yCJyO 0-1-8 44 1-5-12 1-1 3k4= 2 3x4 II Scale=1:13.2 — - II 1161 lUll 5 d►� 3 1.5x3 II 3x6= 1-11-12 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=240/0-5-4 (min.0-1-8),3=240/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-8,1-2=-280(F=-200) <( O PR Op ' ' 87022Pclk �< y 'or, OREGO Q1ir� � P 1' A. HE EXPIRES:06/30/2015 December 5,2014 4 A MUM-yer,'fdesign;:asametErsaiidREAD J IESOY17ftSAle MUM NIIESREFEREMEPREF?4ZF7473sex1,/2F/IOJ4BFPZSOEiLOE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown s for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the A �T� .. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYk i fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern PshrettAiumber is specified,€he design vetoes are these edlestave 0671027204.3 byA SC Job Truss Truss Type Qty Ply POLYGON R43351164 PL14-411_UPPER F19 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1325 2014 Pagge 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yAjpYoOOKdhJJGQHp5VD?puB?MQEimbKcKQUi 1 yCJy0 0-1-8 1.5x3 II H2 1-7-4 I 4= Scale=1:13.2 6 iIl .I ; =/ 3 1.5x3 II 304= I 1-11-12 I 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.186tr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.18Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=76/0-5-4 (min.0-1-8),3=76/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��'`�0 PRQFcS cit '� ''NEcc9 `/p4.er kJ 870 2PE r- n SAT OREG N (lc( l Q� �O ° ' $ER , fr...'. ` A. HER EXPIRES:06/3012015 December 5,2014 A _ A ®%it)1NAIG.Verity del4n,:ammeters and READ//3 FES ON THIS AND '/1lJt<`£D WPC M HU 7473 rev.1,12512610B ISE Design valid for use only with Mitek connectors.ThB design is based only upon parameters shown,and is for an individual building component. Mit Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M.iPk* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMI fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1911 QuaIBy Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety 1.f Southern Pine(SP)Lumbar iormation available som Truss Plate Institute,781 N.specited,dm ddesigns toes aree'then a*Pasties s l%Jt83/2Q s12, . 22314. Citrus Heights,CA,95610 rikt.5 I Job Truss Truss Type Qty Ply POLYGON R43351165 PL14-411_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Tress Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 121326 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-QMHBI8P05xpAxQ?TMpOSX1 RNhmmYRDKUq_92GTyCJyN Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 0 0 0 0 o ^I o ° o- d ° ° ° ° .. s o 0 0 20 19 18 17 16 15 14 13 12 11 I 11-4-8 11-4-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL- in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:55 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard o PRO .c. / 6s. tdr~ctNG(N� � JQ Q 87022P r` N 7 ^0,,, GREG•N 4a 40 li Or)© ' BER til ¢' A. 1-10:;. EXPIRES:06/30/2015 December 5,2014 m f 69dRNIAG-Veritistlesigt parameters aad READ IMES ON MIS AND mom NIT€K REFEREtta PAGE Mil 7 473 mc 1!19/2014BER 4EUSEx —r Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and S for an individual building component. � Applicability of design parameters and proper incorporation of component Ls responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (�Fy6I TT ek^ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/14t QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ft Sn them Pine(SF)tumeeeit Rswctfiedk the design segues oneStrase ogee-tree 06/02/2015 tsyALSC Job Truss Truss Type Qty Ply POLYGON R43351166 PL14-411_UPPER F21 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:26 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-QMHBI8P05xpAx(VTMpOSX1 RLmmmnRD9Uq_92GTyCJyN 1.5AII 0-7-12 I 2-6-0 1.I6x3 II 1 2 4x4= 3 Scale=1:13.0 J L a , N 5 4 4x4= 3x4= M 3-4-12 I 0-1-1k3-3-4 Plate Offsets 0(Y)— 15:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 """" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC20121 TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=144/0-1-8 (min.0-1-8),5=144/0-2-12 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard t''.flPR°FE. 87022P� � �`A)` OR GON 1© k! 'S • >O �4l8ER 1 ` A. HEN' P EXPIRES:0613012015 December 5,2014 e t ®W;QFtN?4-Verify design rarame€srsand READ KIES ON7MMISAND IMYI.(lOEDNI7EKSEFE AU PAGE M7t7473rec.1,/20/2L14BEM USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mil Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _ is for lateral support of individual webmembers only.Additional temporary bracing to insure stability during construction is the responsibillity of the ii,Tpl•' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ft Southern PimaF'SP)brattier is specified,tine dodge values ar&:Mate e$fsztirre 0001/201.#by Job Truss Truss Type Qty Ply POLYGON R43351167 PL14411_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Thu Dec 04 12:13:27 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-uYrZzUQesFx1ZaagwWXh4EzW A2pAcad3evbovyCJyM 1 1-34 1 2-3-0 1 Scale=1:22.6 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 V' N r N.: 2 N 1 10 gv i 3x4= 3x5 = 3x5= 3x4= I 13-0-4 I 13-0-4 LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:67 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=567/0-2-8 (min.0-1-8),11=567/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3 4=-815/0,4-5=-922/0,5-6=-922/0 BOT CHORD 10-11=0/372,9-10=0/984,8-9=0/590 WEBS 6-8=-760/0,6-9=0/427,2-10=0/570,2-11=-643/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard iit,V C, "(S."'"cNG(N�F19 ✓Q� -57 87022P i +� �p •.4,1 R :GON *tom 40 O &E:R 1 A. HERNA EXPIRES:06/30/2015 December 5,2014 e / ®t€4 7,MS-Vedfy deign raminvtnrs and✓REAP MPS GPI WE AND DEUCEDHITE!f EEFEPF/KE PAGE 51E1473 re 1,/25/2010SLR3AEIIS'E � —_ Design valid for use only with MTek connectors.This design is based ononlyupon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the -- p 'r erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mitek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Souttrern:dine(Sl)kanban is specified,the easiest Bretues are those efexti:ve 0&f01f2m1.3 by!act Job Truss Truss Type Qty Ply POLYGON R43351168 PL14-411_UPPER F23 Floor 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1328 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-MIPxAgRGdY3uAj9sUE3wcSWggaLNv?4nhle8KLyCJyL P-1 I 2-60 I 0-18 Scale=1:36.6 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 ®.. 0 o m e- - - 4N4.... 3s 20 \ ,fr7N a j.H19 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= 21-6-12 I 21-6-12 Plate Offsets(X.Y)— [1:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=937/0-2-12 (min.0-1-8),12=937/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=-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)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard PR R OPFs ic,;•. ' , N �9 ✓may 87022PE r- / 4y(c , N ) OREGO q, �C' 418ER1\‘4,V"' EXPIRES:06/30/2015 December 5,2014 i t ®WA.'Nf,MI-Verify del,*;arametrrsanalREAL)NGTESONTHIS AM IMAM t REFERENCE MGE muu7473 mg,t/28/201SR iflEt Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �f Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown '( is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 6 the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ICP MITQi fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,0S6-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 It bau IthevnPinatSPI aoarlrri xxi ospeccififzd,NneI gn Bows are those eSuite e ve 01/2411'3 by ALSO a. Citrus Fieignts.CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351169 PL14-411 UPPER F24 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1329 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-qaJNARuOsBlotk22xa99f3pM_mZeYrwXyOisoyCJyK 0-1-8 HI 1-8-12 I I 2-0-8 I 2-6-0 Scale=1:38.6 3x4= 1.5x3= 1.5x3 II 1.5x3= 3x4 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x4 I I 1 2 3 4 5 6 7 8 9 10 11 i203xNi...6 FP= N4is K XXXXXXX47XXX XXXXX-XXXXXXX XXXXXXXXXXXX X XXXXXXXXXXX X: 18 17 16 15 14 13 12 1.5x3 I I 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x6= I 2-1-4 I 22-4-12 I 2-1-4 20-3-8 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 034 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:117 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-5-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)12 except 13=489(LC 4),14=451(LC 4),15=417(LC 4),17=1052(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/496,2-3=0/497 BOT CHORD 16-17=-301/21,15-16=-301/21 WEBS 2-17=-303/0,1-17=-694/0,3-15=-111/271,3-17=-364/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). tO PR Ores LOAD CASE(S) Standard Co GINE SJ` 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4 .,9 ©. Uniform Loads(plf) �✓ '9 Vert:12-18=-8,1-2=-180(F=-100),2-11=-80 Q ! � Concentrated Loads(Ib) Vert:1=-336(F) N / r.N Av - fiAT OREGO • ti ©Z 1 �0.06,4eER 1\ P� ' A. HORN EXPIRES:06/30/2015 December 5,2014 8 I ®ourfic..Way desi!ara;anxelsuudREAP fA TES OraTHIS AND POISED HITEKPEFET4EMEPAGE MIT 1413:mg 1/IE/Zt1I4BEMUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporeibillity of the IYI-[Qk• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is spresi6ad.thedesign values are thous effective 06/01/201:3 byA&SC Job Truss Truss Type Oty Ply POLYGON R43351170 PL14-411_UPPER F25 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:30 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-17WibVSW9AJcQ11Fbe5Oitb2uN7QN1 K3Ib7FPEyCJyJ O- 8 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 • o o c o o e a a a e a_ 2" e e o o • - 38 0 d N 37 XXXKXXXXXXXXXX 'r XXXXXX CXXXXXXXXXXXXXXXXICXXXXXXXXXXXXXXXXXXXXXXXYJ X 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= I 1-4-0 I 2-8-0 I 4-0-05-4-0 I I 6-8-0 I 8-0-0 I 9-4-0 I 10-8-0 i 12-0-0 I 13-4-0 i 14-8-0 i 16-0-0 I 17-4-0 i 18-8-0 i 20-0-0 i 21-6-12 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(pot) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 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) REACTIONS. All bearings 21-6-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �� N. tiN�'INEF� �f0-9� 87022P 1 7 A F R GON q�'J C� 7�$ERt.ts & NE EXPI RES:06/30/2015 December 5,2014 r _ 1 ®WAITNfh`-Wear design parameterxaadREAD fiDdES0/dMIS Ale P: .1480MITEKREFEf$Elt5A48)Hu7473mt1/24/20149EDREli5F Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and'a for an individual building component. PAII. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ._ MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/19I1 Quailly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pit a('SFJ.tumrhee is epasified,Me design enSuts are tfiasat eftestive 06/01/2013 by.A SC Job Truss Truss Type Qty Ply POLYGON R43351171 PL14-411_UPPER F26 Floor 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-nJ44orT9vTRT1BtR9McdE48A4nL46JTD_FtpxgyCJyl 1-0-4 1 2-6-0 I 0-pts Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5 =- 1 1 2 3 4 5 6 7 8 9 10 11 12 a 21 V \ 7 //////` NN 7 a N il 19 18 17 16 15 14 22133 3x4= 4x8= 3x6 FP= 3x5 = 3x5= 4x6= 3x4= 1.5x3 SP= 61( 4 8 2412 0-i-8 24-3-4 LOADING(pot) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:122 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1062/0-5-4 (min.0-1-8),19=1062/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �GI � ' �0 cc 870 2PE /C 7 �4,OREGON 415:)�;U RP A. HA EXPIRES:06/30/2015 December 5,2014 it B ®MANIAS-Verify design r=i;am ers and READ IVIES ON IRIS AM maLCED HIIEK fiEFEr.EME PAGE WI 7473 sex 1,115/201A BEVIE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.` Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 8 the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding INI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality CdHeria,051-89 and SCSI Buflding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 lthesthere Pine(SP)lumber is specified.the design.vaisies am-those efiaative 03/2014 byALSC Job Truss -Truss Type Qty Ply POLYGON R43351172 P1.14-411_UPPER F27 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12;13:31 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-nJ44orT9vTRT1BtR9McdE48CQnQy6PtD_FtpxgyCJyl 1 1-7-12 I 2-6-0 I 01.18 Scale=1:25.6 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3= 1 2 3 4 5 6 7 / .111Not 7.1.--.41N. - 7-.411N.. 2 13 ,,9t, s • e 12 1 Or 10 9 3x4= 3x5= 3x5= 3x4= OT1T8 14-9-4 I 0-1-8 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=0%F,096E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=639/0-5-4 (min.0-1-8),11=639/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1057/0,3-4=-1057/0,4-5=-1160/0,5-6=1160/0 BOT CHORD 10-11=0/527,9-10=0/1250,8-9=0/739 WEBS 6-8=-915/0,6-9=0/522,2-10=0/657,2-11=-782/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard dsQ,E0 PROEEs 9 G � v C �7c02NfiER sip2r- v 7 SAT OREGO .1,, ,� �C'© ' BER1N PV" ` A. He. EXPIRES:06/30/2015 December 5,2014 1 4 ®WARMS-Uer:tydeafynpamarrarraandREAD rtoreSONTHIS ANC matzo HIT€KFs€€ER€tEACE P411-1173mci/19/IGid .telisE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - d/B- Q'(= erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IA1 R fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/7911 Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 tf seenttern,Pine(SP)tssmben is spat.ifla,the design%%lues art Nurse e*estive 1/1013 by AMSC Job Truss Truss Type Qty Ply POLYGON R43351173 PL14-411_UPPER F28 FLOOR SUPPORTED GABL 27 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdll-nJ44orT9vTRT1BtR9McdE48EmnTm6U4D_FtpxgyCJyl 1-0-8 1.5x3 II 3x4= 2 Scale=1:13.2 0 0 • 4 A��- 1.5x3 II 3x4 = 6 1-3-8 0-0-3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL- in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "'• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 5co PROpe kAGI 87022PE sr U) cc',4,,,, , REGO q4 lll� '-0 El A. HE. EXPIRES:06/30/2015 December 5,2014 4 t tt'.A1€MISfa.Ve tr deign paramesrs 341 REM ANTES ON THIS AND INCLUDED MITE!f R,EFEREM E M(NIT 7473:es J/19j2I.1411E FUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the `+'�e +. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding f�J� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)iornher is specified,the design.:sruluu are,these effective 06/09/201.3 IsyA SC Job Truss Truss Type Qty Ply POLYGON R43351174 PL14-411_UPPER F29 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1332 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-F WeSOBUngnZKfLSdj37snlhOdBpOrxKMDvcMl7yCJyH 1 0-10-12 1 1.5x3 II 1 3x4 = 2 Scale=1:13.2 11 d r • �tC1 4 �� •� 1.5x3 II 3x4= r e r 1-1-12 I 0-:3 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 (min.0-1-8),3=28/1-1-15 (min.0-1-8),3=28/1-1-15 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �skt.0 PRO 0,9 8 • 2P£ -7 4j �©4t ,OREGO 9, �4t 4\ bSA. H ,¢ P EXPIRES:06/30/2015 December 5,2014 e ®WARNTf3Aka design aranwtsrsand READ d TES ON THIS APS:/aikED?MIKREFEREMz PAGE Ma7473icr I/a/20M WOREUSE Design valid for use only with MiTek connectors.This design is based onlyupon parameters shown,and is for an individual building component. 11111. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction ache responsibillity of the Mile "( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding (YB 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 18 Sexsctsern Pine(SP)lumber it xperafiert the ettakiga vralue&arethexa effective O6/01/2G131c4AYSC Job Truss Truss Type Qty Ply POLYGON R43351175 PL14-411_UPPER F30 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:32 2014 Paget I D:c53KNt9S8dZANgLpvMEnZkyCd11-F WeSOBUngnZKfLSdj37sn IhOgBp2rxKMMMT7yCJyH 1.5x3 II 1 4x4= 2 Scale=1:13.3 L 4 3 1.5x3 II 4x4= •+.. 0-9-12 0-. 0-9-12 Plate Offsets(X.Y1— ]1:Edge.0-1-8].[3:Edge.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=19/0-10-0 (min.0-1-8),3=19/0-10-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-Pi 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard c4- PRQp (14 4t' 870 2PE �r y -0), ©REG N tip /t// eck EXPIRES:06/30/2015 a December 5,2014 Gylt+79fi 4"etp design,naranovs and READ M;'SGtd iFfZv/4Id&INCL ZED MIR'REFERENCE PAGE Ma 7473 rrrs 1124120IdBEO4£f/SE �� Design valid for use only with Mile!,connectors.This design is based only upon parameters shown,and is for an individual building component. �@ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage.defrvery,erection and bracing,consult ANSI/TPIl Qual.ly Cdtena,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inform/lion available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 Yf S :Pine 3 lumber it'pacified,the design are Those+nlfectiwe 06}x1f2c1.s fry.ALECg eumPi Job Truss Truss TypeQty Ply POLYGON R43351176 PL14-411_UPPER F31 FLOOR SUPPORTED GAEL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:33 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdlliiCgDXUPR5hBHVlpHne5JVDZFb9Ea0aWRZMv0ZyCJyG 1-0-8 15x3 II 1 3x4= 2 Scale=1:13.2 0 0 N I . .... .. s 1.5x3 II 3x4= r n r 1-3-8 I 0.i 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft"" Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code 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 ocpurlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=3211-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ti�Ep PR OFe,s, � � I E S— ........*:;., / c 8 $ 2PE 'gcn ,� tv • c‘', d'Or, OREGt� .�4I ©& 11 P� A. H � EXPIRES:05/30/2015 December 5,2014 T s ®WARNTW5-Verttfdes fn raramercrs and REAP NOTES CA THIS AM ilia)/ZED ftfTEK REFERENCE PAGE 3477 7 473 re c I/28/2ft4 REPOSE USE =1" Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■AI1 T�IRr" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informaion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern fnnne�lumberis 6OA,rrritaeBiga t,.e5 we those effective 06/01/21013 by MSC k Job Truss Truss Type Qty Ply POLYGON PL14411_UPPER F32 Floor Supported Gable 1 1 R43351177 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:33 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jiCgDXUPR5hBHV1 pHne5JVDZub9BaO2WRZMv0ZyCJyG 1 2 3 4 Scale=1:13.0 J J _ ♦♦. .♦ . ................. . 8 7 6 5 3-7 3-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard tp PR ct 870 2PE c‘", , OREGOzU c'�{pBE` L 1\ Pte'. S A, H '' EXPIRES:06/30/2015 December 5,2014 WARMS Wear design paanrusrnartdREAD WITS ONTHIS ANL MIMED MIT€KR€€EE'.'MTEd ?fit•7473rex.1/c5/101c"BERti1E1155 —r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding I e fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus He' €fSamisenst e(W �,a(ltis ded,me ee4grrvat are a effective 06/611.2018 MSC 9hts.CA,95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION1 Failure to Follow Could Cause Property offsets are indicated. 3/4 Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. • ik. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. 2. Truss bracing must be designed by an engineer.For O 1/1 6„ 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I llliii,Allo .. bracing should be considered. �O 3. Never exceed the design loading shown and never r ipU U stack materials on inadequately braced trusses. n_ Provide copies of his truss sign to the ng O » c6-7 CS6 4. designer,erection tsupervisor,r,property owner For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-'4'from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE join t and nds mrebed fful.Knots by ANSand w j e at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZEuse with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that SYP represents values as published specified. p Indicated by symbol shown and/or by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. IILMIIP reaction section indicates joint 17.Install and load vertically unless Indicated otherwise. number where bearings occur. Min size shown is for crushing only. Mil18.arnle�o greenf or health ortreated umber performanceose risks.Consultwith _. project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19,Review all portions of this Reviewing (front, words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. Is not sufficient. DSB-89: Design Standard for Bracing. e BCSI: Building Component Safety Information, MiT9 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.01/29/2013