Loading...
Plans (2) /fc st- Zo1S oo/ ice ® I S-p 7 s- S.A-) �Ort-t6 Elf e' N F 3 ' . f. '' MiTeIC MiTek USA, Inc. 7777 Greenback Lane Suite 109 RECEIVED Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-403_ NOV 17 015 UPPER Fax916/676-1909 POLYGON CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43360047 thru R43360076 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. '`<�Ep PR press �s0 ,�GINFER f© 2 8 • 2PE /T`.� � u'tn '� ti y -0,>, ' , OREGON (- Oiv ,p0 8ER 1� 0S A. HER�P 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 ANSIJTPI 1. Job Truss Truss Type Qty Ply POLYGON R43360047 PL14-403_UPPER F01 FLOOR GIRDER 1 1 Job Reference(optional) , Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:58 2014 Page 1 ID L209JJu6omRCBuYOhHV69uyFHbu-OufpMT16arSsJ2n33KuAhlo8mlUbPT5HTuxy5yC0w3 3x6 11 1-3-4 3x16 I I 1-6-0 13x6 I I ., 1 6 2 7 3 Scale=1:13 1 I 0 • 0 csi 4,444 5 4 6x6= 6x6= I 3-3-4 I 3-3-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except - BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=1026/Mechanical,4=1154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-278/0,3-4=-511/0 BOT CHORD 4-5=0/590 WEBS 2-4=-868/0,2-5=-947/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard 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)1007 lb down at 0-11-3,and 1007 lb down at 2-6-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) -50 Rvp PR QFe Concentrated Loads(Ib) �� �,s Vert:6=-1007(F)7=-1007(F) .,Zi-i �Co �G) � -� i ,..c. 8 • 2P ( t' to cv '5-y �A), OREGO til o</ 9O FMBEB \\ OS A. Heck EXPIRES:06/30/2015 December 5,2014 v A WA.EEMT7sk3 VVerifydes>gn parantertrs 3,1d READ 83 hE ON MITE AND .tfrEn t4ITFK/`sFFE,REMT rPAGEMMU7.73 me i,123/20f4BEECEE)/SE 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 ;� ek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M-l fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and 8CS1 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 sautba+rn Pirie tSp)9urrmber is specified,the design var}ues are those effective 05/D1/2033 fag ALSO Job Truss Truss Type Qty Ply POLYGON R43360048 PL14-403_UPPER F02 FLOOR GIRDER 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7 530 5 Jul 11 2014 MiTek Industries,Inc.Fe Dec 05 09 52:59 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-u4DBap1 kLSajxCMGd1 PPEyLE?9fvBrOQiYhXUXyCOw2 1 1-2-0 1 1-9-0 I y Scale=1.26.3 2x4 II 5x10 = 1.5x4 II 3x4= 1.5x4 I I 3x4= 1.5x4 II 5x10= 3x4 I I 1 2 15 3 16 17 18 4 19 20 5 21 22 6 23 7 24 25 8 26 I • I i L./ N_/ L'/I N,L'' 2 4xe a e I a e O 13 12 11 4x8 MT20HS= 6x10= 3x8= 6x10= 4x8 MT2OHS= l 14-10-8 I 14-10-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (Ioc) 1/def L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.76 Vert(LL) -0.18 12 >977 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 12 >620 360 MT20HS 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.09 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:147 lb FT=0% LUMBER- BRACING- " TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E end verticals. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=6417/0-5-8 (min.0-3-3),14=5901/0-5-8 (min.0-2-15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-1219/0,2-15=-9563/0,3-15=-9563/0,3-16=-9563/0,16-17=-9563/0,17-18=-9563/0,4-18=-9563/0, 4-19=-13782/0,19-20=-13782/0,5-20=-13782/0,5-21=-13782/0,21-22=-13782/0,6-22=-13782/0,6-23=-10085/0, 7-23=-10085/0,7-24=-10085/0,2425=-10085/0,8-25=-10085/0 BOT CHORD 13-14=0/4476,12-13=0/12626,11-12=0/12830,10-11=0/5836 WEBS 8-10=-7656/0,8-11=0/5720,7-11=-1402/0,6-11=-3696/0,6-12=0/1281,5-12=-1875/0,4-12=0/1556,4-13=-4123/0, 3-13=-1888/0,2-13=0/6849,2-14=-7081/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-2-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �E� PR OFF cS be attached to walls at their outer ends or restrained by other means. O 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)114 lb down at 1-3-1,1033 lb down NGj �G(NEF 40 at 1-7-12,114 lb down at 2-10-4,1033 lb down at 3-2-15,637 lb down at 3-11-4,114 lb down at 44-15,1007 lb down at 4-10-2,114 4✓� •" 4- lb down at 5-11-2,1007 lb down at 6-5-5,114 lb down at 7-0-13,637 lb down at 7-6-4,1027 lb down at 8-0-8,114 lb down at 9-1-8, 1027 lb down at 9-7-11,114 lb down at 10-8-11,1027 lb down at 11-2-14,114 lb down at 12-3-14,1027 lb down at 12-10-1,and 114 CC- 87022PE c lb down at 13-11-1,and 1027 lb down at 14-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard �o GREG N O Ni 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 44,Q Uniform Loads(plf)Vert:10-14=-5,1-9=-50 �00SMBER 1\' \--s Concentrated Loads(Ib) A- HE.T Vert:9=-1027(F)8=-1027(F)7=-114(B)6=-114(B)5=-114(B)3=-1033(F)2=-1147(F=-1033,B=-114)15=-114(B)16=-637(F) 17=-114(B)18=-1007(F)19=-114(B)20=-1007(F)21=-637(F)22=-1027(F)23=-1027(F)24=-1027(F)25=-114(B)26=-114(B) EXPIRES:06/30/2015 December 5,2014 A V[A.RN1 y3-Ve dty riE_gn paant t yrs.•.gid READ555511115,455 mama)TLCEO M/TE!(RE€EREN=z PAGE ff1b 7413 mu 1,28/X28 MMEt/SE �" 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 responsibitlity of the MiTek.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quarrty Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N Lee Sheet.Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 1f South ern Pine;SP)lumber is sfmc i£eat,the dexign vvluss are that.effastive 05/03/2£113 by AtSC Job Truss Truss Type Qty Ply POLYGON R43360049 PL14-403_UPPER F03 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09 52:59 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-u4DBaplkL8ajxCMGd1PPEyLOp9gaBztQiYhXUXyCow2 1-6-4 1.5x3 I I 1 3x4 = 2 Scale=1-13.2 • 0 0 4 3 1.5x3 11 3x4= 1-9-4 1-9-4 LOADING(psf) SPACING- 1-0-0 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 Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=45/Mechanical,3=45/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. 31Recommend 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 R Ore �5�� t4G I N l0 `• �Lc' 29r 87022PE SAT OREG N til AL er)AMBER O1 1.3 - HECK EXPIRES:06/30/2015 December 5,2014 o _ • IK4rsNT93 Verity design earamesrs 24,/READ 1,6 icy ON THIS ANDD ICI€D htITEK REFERENCE PAGE MIT 7413 rn s 1/2B/2014 BEWE/SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualitycontrol,storage,delve erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent 9 ry, dY P 7777 Greenback ,95, le 109 Safely Informationoe Iavailable from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,9561010 if Southern Pint(SP)tumbsa is specified,the.design Valu.€ark Mose effective 06/01/2£i13 by AL3£ Job Truss Truss Type Qty Ply POLYGON R43360050 PL14-403_UPPER FO4 FLOOR GIRDER 2 1 _ Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Fn Dec 05 09:53:00 2014 Page 1 ID'L2O9JJu6omRCBuYOhHV69uyFHbu-NHman92M6SjaZLxSAkwemAtXdZ33tIEZwBQ40zyCOw1 1 1-0-8 11 2-0-0 I Scale=1:37.9 3x4= 5x6= 1 5x3 II 4x4= 1 5x3 II 3x4= 1 5x3 II 3x4= 1.5x3 II 3x6 FP= 1.5x3 II 4x5= 3x4 II 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 a - m o / \ / N / N / 0 N / X d o- _ imi a . a_ e OM 21 20 19 18 17 16 15 14 3x4 II 5x5= 4x6= 3x6 FP= 3x5= 3x5= 4x6= 3x6 = 1.5x3 SP= I 22-2-0 I 22-2-0 Plate Offsets(X Y)— 11'Edge.0-1-81 [21:E•ge.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 0.19 Vert(LL) -0.16 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=969/0-5-8 (min.0-1-8),14=969/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-970/0,1-2=-615/0,2-3=-615/0,3-4=-2111/0,4-5=-2111/0,5-6=-2806/0, 6-22=-2806/0,7-22=-2806/0,7-23=-2693/0,8-23=-2693/0,8-9=-2693/0,9-10=-1772/0, 10-11=-1772/0,11-12=-1772/0 BOT CHORD 19-20=0/1456,18-19=0/2550,17-18=0/2550,16-17=0/2844,15-16=0/2324,14-15=0/1005 WEBS 12-14=-1341/0,12-15=0/1035,9-15=-747/0,9-16=0/498,5-17=0/346,5-19=-593/0, 3-19=0/885,3-20=-1137/0,1-20=0/1121 NOTES- 1)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 lb down at 10-6-12,and 5 lb down at 12-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard ,gip PRop. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 't i' S' Uniform Loads(plf) �Co ,\GINER s/o Vert:14-21=-8,1-13=-80 ,Cry 2"9 Concentrated Loads(Ib) $70 2PE Vert:22=-5(B)23=-5(B) t11 '':-\.. \/ 1- 5. �A,,,,, OREG N ti� ,,Ili 9O cc�8ER 1,� ''' OS A. HeY, EXPIRES:06/30/2015 December 5,2014 WARM.-`23-Ve:-,'fdeszyn wants.rums a BREAD 144"SC:'r'7H.v AND 7!8CLLsEDM1TEKREFERENCE PAGE"46-7473 c-c 112912614SETAEL F -- Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quarity 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 Crtms Heights,CA,95610 rt Southern Pine(SP)l um be+is specked,the airs sign values are thaw ctfective Ob/tta(2G13 b1s MSC Job Truss Truss Type Qty Ply POLYGON R43360051 PL14-403_UPPER F06 GABLE 1 1 Job Reference(optional) " Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53-02 2014 Page 1 I D:L209JJu6omRCBuY0hHV69uyFHbu-JfuKCr4de3zIof5r19z6razwNNsHLK5sOVVB5syCOW' 0-fli-8 Scale=1:38 6 3x6 FP= 1 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 121N: 0 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-0 2-8-0 4-0-0I 5-4-0 I 6-8-0 8-0-0 I 9-4-0 10-8-0 I 12-0-0 I 13-4-0 14-8-0 + 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 l 22-8-0 3-5-12 141-4-01-4-01-4-0 -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 b-9-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 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. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-5-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard co \AaiNos /0 2 414 87022PE cv 9< N y mAj, OREG N (f?4 4/ 'AO `�$ER \1 O ' A. HO\ EXPIRES:86/30/2015 December 5,2014 r ! a WA!1NI: .Veritydesign paantetnrs;Ad READ NOTES ONTHIS AND IW2€ir-EDMHO(REFERENCEPAGE MIT 7413res.1,125/2PT€BEMUSE • Design valid for use only with MiTek connectors.This design 4 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. � e�erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVB fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component7777 Greenback Lane,Suite 109 r Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern pine(S)tum5.r is specified.{h..do-sign+ntues are these effective 06/01/2013 hyALSC Job Truss Truss Type Oty Ply POLYGON R43360052 PL14-403_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Dec 05 09:53:03 2014 Page I ID:L209JJu6omRCBuY0hHV69uyFHbu-nsSiQB4FON59Qpg1 stULOoV4YmCP4nLOd9fldlyCOw_ Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 21 23 0 0 0 d 0 20 a e 1 le ., e 22 • 19 18 17 16 15 14 13 12 11 3x4 = 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 I 10-8-0 111-1-8 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 0-5-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.09 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.03 Horz(rL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-1-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)19,11,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 2 �w 870 2PE 9 • to N -7 ''0,15 OREGO Q4H Or18ER \\ ‘\ — A- HERS EXPIRES:06/30/2015 December 5,2014 B e a WMNd;s .Vcr,'t1deaipnparr urersxadREAD//31 SCSITUANL/MCLLitCEDMTTECREFESEME,ASEMIT-7473rec 112661ZEIES 7ftUSE ......... Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek. �T � r erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYi 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1191 Qualify Criteria,DSB-89 and BC51 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It 5,neivhern Pine(SP)iamter is specified,the design values are these e#festive 06/03/2013 byAtSC Job Truss Truss Type Oty Ply POLYGON R43360053 PL14-403 UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:03 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-nsSiQB4FON59Qpg1stULOoV55mCX4nLOd9fidtyCOw_ V4 1 2 3 4 Scale=1:13.0 ■ ■ ■ N ', 10 • ' II : Y 8 7 6 5 • 1-4-0 I 2-8-0 I 3-8-8 1-4-0 1-4-0 1-0-8 LOADING(psi) 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 Ina YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins, except _ BOT CHORD 2x4 DF No.18,Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-8-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 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 REO PRQ/ ,i, ..,‘„GNEF' slot/C 8 12PE V' V h - �A�, OREGO, tid „� 9Or)AMBER '.*\ �Q S A. HO; EXPIRES:06/30/2015 December 5,2014 4 ' ®WARK'3.Vedfydel ignyaantnslostud READ N7TESCMTHIS AND/ LZED MITEK REFERENCE PAGE Mill 7473 m s I/41ml BiffIREUSE. 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 181 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 iYt 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. Carus Heights,CA,95610 if Southern Pine(SP)lumber is specified,rtxe utessgn values are those effective 05/01/2013 by MSC Job Truss Truss Type Qty Ply POLYGON R43360054 PL14-403_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Dec 05 09.53:04 2014 Paget ID.L209JJu6omRCBuY0hHV69uyFHbu-F204dW5t9hD?1 zFDPa?ax?2F1 AYipDa9rp0181yCOvz 0. 8 Scale=1:39.8 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ■_ _ _ ✓o o g 0 = 0 3 0 2 5 _ 0 6 _ } a 42 2, IL nAny�nJV«AWnn SAA iC5 AvCnIV\ N,T�1vvA . n7,AAAA.A l h1V\l ?��N a 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1401 2-8-0 4-0-0 I 5-4-0 I 6-8-0 1 8-00 1 9-4 0 I 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 I 17-4-0 I 18-8-0 I 20-0-0 I 21-4-0 1 22-8-0 I 24-3-0 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 1-4-0 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 24-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��Q'ED PR OFFS ��\� SNC,I N FFA s/029. 8 S 2PE V y cv �-0 OREGO ryo OIlii 9O F,y�$ER -V\�S A, H ERCP EXPIRES:06/30/2015 December 5,2014 AwARtldPM3-Vetyde_iynraametersardROAOA2TSCNTHISANDi`K3i00F0?+.TFKF€F€IEIWTAG€MO7473toc1/25/201$BfWR£USE Design valid for use only with Wel(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 bulldog designer-not truss designer.Bracing shown l is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Salety Int ormation available from Truss Plate Institute,781 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Carus Heghts,CA,95610 If Southern Pine(SP)lumber is specified,the design values are:hose effective 06/02/2013 byALSC Job Truss Truss Type Qty Ply POLYGON R43360055 PL14-403_UPPER F10 GABLE 1 1 Job Reference(optional) " Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mick Industries,Inc.Fri Dec 05 09:53:05 2014 Page 1 ID:L209JJu6omRCBuY0hFIV69uyFHbu-jEaTgs6Vw_Lsf7gPzIWpTDbQZat?YgtJ4T8rgByCOvy 4118 Scale=1:28.3 J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 3♦ M • gN M 29 /e o o a �/ �/a(� �/ dJ �/y�O) �/ �/y a V �/ .a/ �/�/ lea�/�/ �/B M1XX/\/\XXXXXX XXX XXXXXXXXX. � / / XXXXXXXXXX>V LXX/ XXXX/ XXXXXXAXX/�/\XXXXX, 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1-4-0 2-8-0 4-0-0 54-0 68-0 8-0-0 9-4.0 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-3-0 1-4-0 I 1-4-0 { 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 1 1-4-0 ( 1-4-0 { ' ' I I 1-4-0 1-4-0 1-4-0 1-4-0 1-3-0 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 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 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 17-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard • IN S'/ cc 870 2PE /9t' N ,� y cc, *7- OREGON rl�o�ti 90 AMBER .\1 On A. HO\ EXPIRES:06/30/2015 December 5,2014 su s ®WARNING-Verity design pram srs and READ Ac,FS ON TICS AMC INCLUD KLUX REFEREN:z PAGE MIT.7413 me 05120 Id BE0RE 1155 Design valid for use only with MBek 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 ��L pp is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility of the �y�-Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing.consult ANSI/Till Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 r Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber is specified,the design values are those effective 06/011241.3 byAtSC Job Truss Truss Type Qty Ply POLYGON R43360056 PL14-403_UPPER F11 GABLE 1 1 Job Reference(optional) Recite Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Fri Dec 05 09.53:06 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-BQ8r2C77hITjHGPcX?120Q7bO_DFH76SJ7tPDdyCOvx Scale=1.18.4 1 2 3 4 5 6 7 8 9 ti = w = =L - - 20 0 O d o 19 - _ _ ., r .. _ v 18 17 16 15 14 13 12 11 10 I 1-4-0 l 2-8-0 l 4-0-0 1 5-4-0 I 6-8-0 l 80-0 I 9-4-0 I9-9-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 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 10 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) " REACTIONS. All bearings 9-9-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (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 67 c. -7 N q s/o 870 2PE �9c u y �A�, OREGON ti�O�� 90 `‘'�SER O, \' OS A. HECk EXPIRES:06/30/2015 December 5,2014 4 f A IAARNEY3•Verify design palanle81rs and READ Mi TES CM THIS ANS MILS ED MITEK lSPE/nEN/S PAGE MIT/473 re 1/25/2014 BfRSff USE 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 Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mire k' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Crtms Heights,CA,95610 If Southern Rine(SP)lumber is specified,the design values are those ef:astive O6/01/2013 by ALSO Job Truss Truss Type Qty Ply POLYGON R43360057 PL14-403_UPPER F12 Floor 8 1 Job Reference(optional) " Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:53:07 2014 Page 1 I D:L209JJu6om RC BuYOhHV69uyFHbu-fd iDFY71 ScbauQzo5YHYegk_OVjOTSbXndy13yCOvw 0-1-8 H I 1-6-0 I I 2-6-0 I Scale=1:30.0 • 4x4= 1.5x3= 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 15 Nn Z.- _ - NI'S* 7-Ntt V-N4441441SP- 0 14 12 11 10 9 1.5x3 II 4x5= 3x5= 3x5= 3x4 = 17-3-0 17-3-0 Plate Offsets(X.Y)-- [1:Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.07 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=748/0-5-4 (min.0-1-8),9=748/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-749/0,14-15=-749/0,1-15=-749/0,1-2=-611/0,2-3=-611/0,3-4=-1651/0,4-5=-1651/0,5-6=-1457/0, 6-7=-1457/0 BOT CHORD 11-12=0/1275,10-11=0/1696,9-10=0/887 WEBS 7-9=-1100/0,7-10=0/706,5-10=-296/0,3-11=0/466,3-12=-822/0,1-12=0/933 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��Q,V PRQFe. 17 ��5 �NG[NBF9 �/'3. 8 • 2PE N i H y.SAT OREGO. tL�acv -O EMBER \\, OSA H0NP EXPIRES:06/30/2015 December 5,2014 fa f A WASNl?#5-Verity design gaamewrs and READ NOTES 07/fl/IS AND MIMED MITEKREFE:Rata PAGE XII.7673 me 1;25/201&BERME tfE _ Design valid for use onty with M7ek connectors.This design is based only upon parameters shown,and is for on individual building component. �- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing.consult ANSI/Tell Quaky Crifed°,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 w Safety 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 specified,the design values are those effective 06/03)231.3 byALSC Job Truss Truss Type Qty Ply POLYGON R43360058 PL14-403_UPPER F13 - Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fn Dec 05 09:53 08 2014 Page 1 I D:1209JJ u6om RCBuYOh HV69uyFHbu-8pFbTu8O DvjR WaY_eQ3 WSrDtZnn9lsP Im RMV HWyCOvv fl-10-111 2-6-0 I 01-8 Scale=1:41.2 4x6 = 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 i 7.-NN 7 NNS Z 'NS, 7 NS. V N.A[ 21 r ZC A 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= I 24-3-0 24-3-0 LOADING(pso SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.38 15-16 >760 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc 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=1055/0-5-4 (min.0-1-8),19=1055/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1712/0,3-4=-1712/0,4-5=-3137/0,5-6=-3137/0,6-7=-3331/0,7-8=-3331/0,8-9=-2298/0,9-10=-2298/0, 10-11=-2298/0 BOT CHORD 18-19=0/522,17-18=0/2564,16-17=0/2564,15-16=0/3375,14-15=0/2956,13-14=0/1307 WEBS 11-13=-1620/0,11-14=0/1227,8-14=-816/0,8-15=0/464,6-16=-294/0,4-16=0/710,4-18=-1056/0,2-18=0/1474, 2-19=-1167/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard C��co� ,,,G N F- `/c, 2 8 I 2PE (�1— ytP / ,� c%), OREGO ti�QIN �0 AMBER �1 OSA HERNP EXPIRES:06/30/2015 December 5,2014 elm a KAFNI/s•Ve„/p design gaanA tern a d READ h2IES ON DOS ANL IMCLLCED M1TEK PEFEREM E PAGE MIS-7473 m c 1/25/20Ir BERME tiSE Design valid for use only with Mitek connectors.Th¢design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown n M�pp for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iTek- erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �y� fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/114t Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine WI lumber is specified.the design values are those eftcrove 06/01/1011 by At.SC I Job Truss Truss Type Qty Ply POLYGON R43360059 PL14-403 UPPER F14 Floor 5 1 Job Reference(optional) • Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:09 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbuc?pzgE90_DrI8k7BC7ble312CB7CUJOu?563gyyCOvu 0-1-8 H I 1-1-12 1 2-6-0 I ...- Scale Scale=1:41.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 *:: . 11 12 ' - 9 ..." 7 7 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 24-6-4I I 24-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 15-16 >738 360 ' BCLL 0.0 Rep Stress 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=1067/Mechanical,19=1067/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1842/0,3-4=-1842/0,4-5=-3235/0,5-6=-3235/0,6-7=-3396/0,7-8=-3396/0,8-9=-2330/0,9-10=-2330/0, 10-11=-2330/0 BOT CHORD 18-19=0/667,17-18=0/2678,16-17=0/2678,15-16=0/3456,14-15=0/3005,13-14=0/1324 WEBS 11-13=-1640/0,11-14=0/1247,8-14=-836/0,8-15=0/485,6-16=-274/0,4-16=0/690,4-18=-1036/0,2-18=0/1456, 2-19=-1232/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIfrPI 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 ���Ep P R OFFIS , Y. � GGINEF9 cS,0.1_ 870 2PE u2, _ - AT OREGON clQ O4ti �On0M8ER \\ S A. He?, EXPIRES:06/30/2015 December 5,2014 6 • t • ®FWAWrIM5•Ver,'?y design parameters a id READ AG TES Gtr THIS A//D ACME)74!76K PEFEREME PAGE M177473 sec 1/25/201sREOREt/SE 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 Wel( erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVI iTel( 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 Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Southern Pine(SP)lumber is specified,the design values are those effective OS/01/2013 by ALSO Job Truss Truss Type Qty Ply POLYGON R43360060 PL14-403_UPPER F15 Floor 9 1 Job Reference(optional) Pacific Lumber 8 Truss Co, Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:09 2014 Page 1 ID.L209JJu6omRCBuYOhHV69uyFHbuc?pzgE90_DrI8k7BC7ble3141BE1 UUiu?563gyyCOvu 1.5)AIl 0-10-8 l 2-6-0 1.5x3 lr1 1 2 3x4= 3 Scale=1:13.0 MEI II MEI I. = N 11111 1.5x3= SIM 6 MIN 5 =, 3x4= 3x4= 9-933-9-0 0.1- 3-7-8 LOADING(pot) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/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 IBC2012/TP12007 (Matrix) Weight:23 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-9-0 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=154/0-5-4 (min.0-1-8),5=154/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)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 'Rk PR OFFS 9:51//:51//: 87022PE T j, OREGON ti© <v BER \\ �q OS A. HEcik EXPIRES:06/30/2015 December 5,2014 elft A WARNT7 3 Verity design 7a:aaleers a d READ 1E5 SFr'15175 ANC MCIMED MI1EKREFETEt PAGE MIT:473+.x 1,129/2.018 BE" ELISE 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 responsibility of the -TQ� 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/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 if Seuthern Pine(SP)lumber is specified,the design values are Thacs ef:ertive 0510512013 by ALSC Job Truss Truss Type Qty Ply POLYGON R43360061 PL14-403_UPPER F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:10 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-4CNMuaAelXz9luiNmr6_AGI D8bTmDmo2EIrcMOyCOvt p-8-41 2-0-0 I Scale=1:41.8 4x6= 1.5x3 II 1.5x3 II 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 i E i... 9 .. o e 0 m u e �4. . 19 18 17 16 15 14 13 4x4 = 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 23-11-4 23-11-4 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 0.26 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.37 15-16 >776 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:119 lb FT=O%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1047/Mechanical,19=1047/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1621/0,3-4=-1621/0,4-5=-3070/0,5-6=-3070/0,6-7=-3286/0,7-8=-3286/0,8-9=-2275/0,9-10=-2275/0, 10-11=-2275/0 BOT CHORD 18-19=0/421,17-18=0/2485,16-17=0/2485,15-16=0/3319,14-15=0/2922,13-14=0/1296 WEBS 11-13=-1606/0,11-14=0/1213,8-14=-802/0,8-15=0/450,6-16=-308/0,4-16=0/724,4-18=-1071/0,2-18=0/1487, 2-19=-1135/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 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 'AGN47s1O 2 2 874 2PE 9 5.. (C , CV 7 CA� OREGO /�Q�4 2On��BER -V1 S A. HERNP EXPIRES:06/30/2015 December 5,2014 A ®IO4RNI7/3-Vcc:'p de=Fn san*wrs anj REA.D N2TCS ON TICS AND Name)7/PM(REFERENCE PAGE MIT 7473 acc 1/28/201/BEFORE USE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Mill is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ft Saunhern Fine(SF)lumber is specified,the design values are thaw sntfaxtive 08/02/2011 byALS,C Job Truss Truss Type Qty Ply POLYGON R43360062 PL14-403_UPPER F17 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Intlustnes,Inc.Fri Dec 05 09:53 11 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-YOxk5wBGWg50N2HZKYdDjUrLR?r9yK3BSPbAuryCOvs 0-1-8 - 0)12.12 I 2-5-8 1 2-6-0 1 . Scale=1:27.9 304 II 1.5x3 II 1.5x3= 1.5x3= 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1 5x3 I I 1 2 3 4 5 6 7 6 5 0 --N. 0 4 .- e e `exQy Nil- 13 11 10 $� 1.5x3 I I 3x5= 3x5= 304 = 3x6= 0-7-4 -5-171 16-0-12 5-12 15-5-8 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) 0.06 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.31 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:84 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF Not&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=666/0-2-12 (min.0-1-8),12=1125/0-3-8 (min.0-1-8) Max Grav9=674(LC 4),12=1125(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1249/0,4-5=-1249/0,5-6=-1256/0,6-7=-1256/0 BOT CHORD 11-12=01773,10-11=0/1395,9-10=0/787 WEBS 2-12=-431/0,7-9=-975/0,7-10=0/582,3-11=0/603,3-12=-955/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �� cO PRO,F ss 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform LoadsVert:9(13 -8,11-8=-80 �plf) � (GNG, �� '4 /0.„,_ Concentrated Loads(Ib) "9 Vert 1=-400(F) 87022PE ". ',nncv V• h A, OREG N c7 O� On ER \\S . HER�P EXPIRES:86/3012015 December 5,2014 a KASNM Vcd/y dccan pram-rays a j REA!)NYIPS CS Tet.SrINC MIMED i4 TES FiEFERElla PAGE 511 7473 res 1/28/2014 BERME USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng constriction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Qualify 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 ISP}Lumber it spec died,the design values art thaso effe rtiwe U6/GSJ2G13 by A LSC Job Truss Truss Type Oty Ply POLYGON R43360063 PL14-403_UPPER F18 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:11 2014 Page 1 ID L2O9JJu6omRCBuYOhHV69uyFHbu-YOxkSwBGWg5ON2HZKYdDjUrQh?u4yKEBSPbAuryCOvs I 1-7-0 11 2-3-0 1 CI-13 Scale=1:19.4 1.5x3 II 1 5x3=- 1.5x3 1.5x3 I I 3x4= 1.5x3 I I 3x4 = 1.5x3= 1 3x4= 2 3 4 5 6 12 2 A MI/ r 11 A. 1 r= 9 8 355= 3x5=- 1.5x3 1.5x3 II 354= ' 11-2-8I I 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-480/0,1-2=-391/0,2-3=-391/0,3-4=-713/0,45=-713/0 BOT CHORD 8-9=0/669,7-8=0/486 WEBS 5-7=-625/0,5-8=0/292,3-9=-357/0,1-9=0/581 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 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 ��cNGP�Fq�s�o 2 Q 870 2PE 4< 'y ��TOREG N ��Q<v ,pO '$'44 <>\><' OS A. He? EXPIRES:06/30/2015 December 5,2014 m • ®KAMM.%edtpdef`yaratanxiersSkdRa,T/2TES ONIRISANS i4t1UL.EDN€TE F.EFEREMTPAGENfb7473;ee11251201JSECtSUSE 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 thepMIMiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI Il fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality C,Beda,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 Suthwre Pine(SP}Jamas,is epet W ed,the design wtfues are:Brace effective OG/01/201.3 tuy ALSC Job Truss Truss Type Qty Ply POLYGON R43360064 PL14-403_UPPER F19 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Fri Dec 05 09:53:12 2014 Page 1 I D:L209JJu6omRC BuY OhHV69uyF Hbu-OaV61 GBuH8Dt?BsmtG8S FhNaFP9thhOlh3KQ HyCOvr 0-1-8 H I 1-7-8 I I 2-6-0 I 0-1116 Scale=1:38.2 4x4= 354= 3x4= 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 :E\ NNINIIIIIIIpyNiNN. n 22 7 N. 7 Ni.... 7- 1 =, m , 21 07:11.1 7:11 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= I 22-7-8 I 22-7-8 - Plate Offsets(X-Y)— [1:Edge.0-1-8) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.17 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.29 14-15 >931 360 BCLL 0.0 Rep Stress lncr YES WB 0.65 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:115 lb FT=0%F,0%E - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS. (lb/size) 18=978/0-5-8 (min.0-1-8),12=978/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-978/0,19-20=-978/0,1-20=-978/0,1-2=-867/0,2-3=-867/0,3-4=-2507/0,4-5=-2507/0,5-6=-2911/0, 6-7=-2911/0,7-8=-2088/0,8-9=-2088/0,9-10=-2088/0 BOT CHORD 16-17=0/1830,15-16=0/1830,14-15=0/2850,13-14=0/2641,12-13=0/1202 WEBS 10.12=-1490/0,10-13=0/1097,7-13=-686/0,7-14=0/334,5-15=-425/0,3-15=0/840,3-17=-1193/0,1-17=0/1271 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��c \ c3 N FR `r/0 2 2 870, 2PE ��t' to >cv" 7 �'Kj; OREGON rye r.,,, 9Or,AMBER \1 S A HE EXPIRES:06/30/2015 December 5,2014 A WAr,NLd3-Veety de=ign paame mrs ao'READ M's TES ON ME AND I/KILZEL/f.TEK%EFE87M E PAGE MITT 7473 m c 1;/25/2024 Bl:REUSE 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 Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage,derrvery,erection and bracing.consult ANSI/TPII Quality Criteria,D5B-89 and BCSI Bonding 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 - IfSouthern Pine(SP)lumber is specked,the design values are those effective 06/03f2013 by A15C Job Truss Truss Type Oty Ply POLYGON R43360065 P114-403_UPPER F22 FLOOR GIRDER 2 1 Job Reference(optional) . Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:14 2014 Page 1 I D:L209JJu6om RC BuYOhHV69uyFHbu-yzdsjxD8pf f bEV08?hAwL6SxmCtE9eDd8NpgV9yCOvp 1¢9-4 1 2-6-0 1 041 8 Scale=1:41.8 " 3x5= 1.5x3 II 3x6= 3x4 I 14x4 = 1.5x3 II 3x4 = 1.5x3 ii 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 i , oe 9' ja g 7 N.,,,,,,N- - ' 0 21 ....." ''''SN .." NIIIIIIIIIIIVPP/ e -0._. 20 19 18 17 16 15 14 13 4x6 = 3x6 = 3x6 FP= 3x5 = 3x5= 3x5= 3x10 = I 24-6-4I 24-6-4 Plate Offsets(X.Y)— [1:E.ge.0-1-8].(12.0-2-0.Edge] [20:0-1-8.0-1-8].[21:0-1-8 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.15 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.24 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:129 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=662/Mechanical,13=1792/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-20=-1142/0,20-21=-1183/0,12-21=-1142/0,2-3=-1064/0,3-4=-1064/0,4-5=-1969/0,5-6=-1969/0,6-7=-2102/0, 7-8=-2102/0,8-9=-1468/0,9-10=-1468/0,10-11=-1468/0 BOT CHORD 18-19=0/314,17-18=0/1604,16-17=0/1604,15-16=0/2123,14-15=0/1874,13-14=0/856 WEBS 11-13=-1044/0,11-14=0/758,8-14=-503/0,8-15=0/282,4-16=0/452,4-18=-668/0,2-18=0/930,2-19=-729/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1129 lb down at 24-2-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard �� S ED PROFF 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 \�� NG]N�� v - Uniform Loads(plf) �C, X R 9 Vert:13-19=-5,1-12=-50 Concentrated Loads(Ib) .$ • 2 P E Vert:12=-1129(B) LI, i - SAT OREGO., ti OWN 'AccM C'OQER ON P� . S A. HE?` EXPIRES:06/30/2015 December 5,2014 C , a mimic,-Verty deuign raanwso MMI READ NOIES C#TRIS AND MOILED NITEK REFERENC PAGE Nit 7473 me.1/2912014 REMISE • Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. I- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iViiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage-derrvery-erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bonding Component 7777 Greenback Lane,Suite 109 ' Safety Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 tf Seutherrr Pine(SP)lumber is specified,the design values are those effective 06/01/2023 by AtSC Job Truss Truss Type Qty Ply POLYGON R43360066 PL14-403_UPPER F23 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc. Fn Dec 05 09:53:14 2014 Page 1 I D:L209JJu6om RCBuYOhH V69uyF H bu-yzdsjxDBplTbEVO8'ShAwL6SzBCy5915d8N pgV9yCOvp Scale=1:17.5 1 2 3 4 5 6 7 8 9 e o 0 0 o o 11. o d 0 0 0 'o e o o e 18 17 16 15 14 13 12 11 10 10-7-8 10-7-8 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012ITPI2007 (Matrix) Weight:50 lb FT=0%F,0 hE 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 10-7-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (Ib)-Max.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 c?\`���,NG N �,q S/O 2 cc 870, 2PE /ter • • 7 �.-0TOREGON ri;1'Q11./ 9O AMBER 1� °S a. HE ��P EXPIRES:06/30/2015 December 5,2014 ®IWAtrJYP/- Veet de=Fynra.'nnmotrsa iREADPCTESONTNTsARCL lc,ED NUR'REF.AREVICE PAGE RH1413mc1'29/2014OEF'GiRE!ISE 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 g tillp iTek- is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding iVi ' fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPIl 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. Cities Heights,CA,95610 If Southern Pine(SP)Lumber is specified,the design yuivas are those effective 06/01/2013 by AI.SC Job Truss Truss Type Qty Ply POLYGON R43360067 PL14-403_UPPER F25 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:15 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-09AFxHEna3bSstbKZOh9tK?5ZcBCu3GnN1ZN1cyCOvo 1 1-5-0 II 2-6-0 1 Scale=1:38.7 1.5x3 I I 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x6 FP= 4x4 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 \ 7 ''''''INN 2 7 4IN'Z"NNININN" :711.-N7 0 d a 18 17 16 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4 = 22-2-0 1 22-2-0 Plate Offsets QC Y)— (1'Edge.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.17 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.28 14-15 >952 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/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=969/0-2-12 (min.0-1-8),12=969/0-2-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-971/0,1-2=-766/0,2-3=-766/0,3-4=-2432/0,4-5=-2432/0,5-6=-2861/0,6-7=-2861/0,7-8=-2063/0, 8-9=-2063/0,9-10=-2063/0 BOT CHORD 10.17=0/1743,15-16=0/1743,1415=0/2788,13-14=0/2604,12-13=0/1190 WEBS 10-12=-1475/0,10.13=0/1081,7-13=-670/0,7-14=0/319,5-15=-440/0,3-15=0/855,3-17=-1210/0,1-17=0/1206 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard F=T O P.R. -17 ���\�� ANG)NEzc 1 si61* 87022PE y cAT GREG N �) -20:,.., �, AMBER 1\ OS A. HEP'NP EXPIRES:06/30/2015 December 5,2014 4 t A KAMM Verify duo/pu/umrnuC x and REAP P.<rIS ON THTS AND TfQL+SED METER REFE8PriCE PAGE MT 7473 me 1/25/2054 WORE UUSE ! • Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,defrvery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BC51 Bolding 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)lumbar is specified,rise design*refixes are these effective 06/01/201.1 byALSC Job Truss Truss Type Qty Ply POLYGON R43360060 IPL14403_UPPER F26 —Floor 2 1 • Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7 530 S Jul 11 2014 MiTek Industries.Inc Fn Dec 05 09:53:15 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-Q9AFxHEna3bSsibKZOh9tK?66cHVuCOnN1ZN1cyCOvo 1.5x1 I I 2-1-4 I 2-fi0 115x3 II 1 2 3x4 = 3 Scale=1:12.9 J LI N 5 4 3x4 = 3x4= Oj 1- 4-10-4 I 0-1-64-8-12 LOADING(pst) 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) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.08 4-5 >745 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- _ TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=208/0-2-0 (min.0-1-8),5=208/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.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/7P11. 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 nDPR Q, � tiNGiNEF LV \ s � 9 0, cL, 870 2PE y �• ,, OREGO c4, 9O FMBER \\' pS A- HE?' EXPIRES:06/30/2015 December 5,2014 a- il,WAFsNI,,Y3 Verity iles;anpa:anxrrssod READ M3 as CUTN.SANT MIMEDSTEKkEFFBEM PAGE MIf7473:E.1125/201gRER1REUSE • 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 MiTek. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding iUi 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 If Southern Pine WI lumber is specified.the design values arc those effective 05/01/2013 by ALSC • Job Truss Truss Type Qty Ply POLYGON R43360069 PL14403 UPPER F28 Floor 2 1 Job Reference(optional) " Pacific Lumber 8 Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:16 2014 Page 1 ID:L.209JJu6omRCBuYOhHV69uyFHbu-vMkd8dEPLNkJTp9X65DOQXYFNOWIdUcwd11x72yCOvn 1 1-34 1 2-6-0 1 Scale=1:42.8 - 1.5x3 I I 4x8= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4=3x6 FP=1.5x3 I I 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 ./.1,,s..ssiss. ve.,.......NNNN-v....N.0N?ree...•••••••.“,N. • 70.0.00.,,ANN.Id_ d ea - 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5 = 3x5= 5x6= 3x4= 1.5x3 SP= I 24-6-4 I 24-6-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.40 15-16 >728 360 BCLL 0.0 Rep Stress lncr YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except _ BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1073/Mechanical,19=1073/0-3-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1902/0,3-4=-1902/0,4-5=-3280/0,5-6=-3280/0,6-7=-3426/0,7-8=-3426/0,8-9=-2345/0,9-10=-2345/0, 10-11=-2345/0 BOT CHORD 18-19=0/735,17-18=0/2731,16-17=0/2731,15-16=0/3494,14-15=0/3027,13-14=0/1331 WEBS 11-13=-1650/0,11-14=0/1256,8-14=-846/0,8-15=0/494,6-16=-265/0,4-16=0/680,4-18=-1027/0,2-18=0/1447, 2-19=-1268/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ���EO P R Ores _c., �cNG(NEF9 sio2-7� 87022PE w 7 Aj;.OREGO., ti�, ' -A 41 BER \\ P•.7 S. A- HERS EXPIRES:06/30/2015 December 5,2014 ®Wt riNIPFJ-Verity design parameters arid READ?CIES ON IRIS AND MIMED MED NI TE%REFEREM E PAGE MIT 2473;es 1/29/2014 BECAME 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 responsibillify of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify 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)lumber is specified,the design values are those effective 06/01/2013 by ALSO Job Truss Truss Type Qty Ply POLYGON R43360070 PLI4-403_UPPER F40 FLOOR SUPPORTED GABL 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7 530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 0953:17 2014 Page 1 ID:L209JJu6omRCBuY0hHV69uyFHbu-NYI?MzF15gs95zkjgpkdyl4UwQzsM6K4rL2U6UyCOvm 1-0-8 1.5x3 I I 1 3x4= 2 Scale=1:13.2 • SI 1.5x3 II 3x4 = 0. 1-3-8 0-15-3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=32/1-3-11 (min.0-1-8),3=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 <<-�ED PR 0 F c ANO'I N ' 87022PE v1- cPcv y ��3;OREGON cy� <v 9Or)ccMBER • � A HEC:k EXPIRES:06/30/2015 December 5,2014 A WARN M%tev//y des(yc pa:ame.ters gild READ TES MINTS ANC Mag.710 MITE.Kf,EFETEM PAGE 1411.1473 or 1;18/2814P5OREUSE 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 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mirek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria.DSB-89 and BCSI Bonding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandna,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 05/01/2013 by ALSC Job Truss Truss Type Qty Ply POLYGON R43360071 PL14 403 UPPER F41 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) _ Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:17 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-NYI?MzF15gs95zk/gpkdyl4U?QztM6K4rL2U6UyCOvm 0-11-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 4 4 �� 1.5x3 II 3x4= 03 1-2-4 I 1-2-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "`" 480 MT2D 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 1-2-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=29/1-2-7 (min.0-1-8),3=29/1-2-7 (min.0-1-8),3=29/1-2-7 (min.0-1-8) FORCES. (Ib)-Max.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 <cCo >�G I�EF'7 io c;. . 29 4 . 87022PE < h N y �'O S GREG N rye Q>1/ -YCIJ4SER 1\ P . SA- HO', EXPIRES:06/30/2015 December 5,2014 a _ t a ®WARNING.Yer,?yriesign paranxrrrs and READ A IES ON IRIS ANL INCLUDED NITER REFERENCE PAGE MIT 7473 re 1,25/2OMPERh34FUUSE Design valid for use only with MTek connectors.This design a based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 ' Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If southern Pine LSP)lumber is specified,tim design values are Those effect-hie 06/02/201.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43360072 PL14-403_UPPER F42 FLOOR SUPPORTED GAEL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Fri Dec 05 09:53 17 2014 Page i ID L209JJu6omRCBuY0hHV69uyFHbu-NYI?MzF15gs95zkjgpkdyl4UPQzpM6K4rL2U6UyCOvm 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13 2 0 • 4 1.5x3 II 3x4= 0-Q-0 1-9-4 0. 1-9-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (toe) t/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=45/1-9-8 (min.0-1-8),3=45/1-9-8 (min.0-1-8),3=45/1-9-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard D R Ore ��-ANG P6.F,q `4� Nc`o 's 8 i 2PE /9c tP CV yCV‘ AT OREGO (6)ACU/ 9Or) BER \'` � A. HE.�Z EXPIRES:06/3012015 December 5,2014 s , WAANIMS-Vy tydesignpa:aurcrocs a:1READ 7/2TES 561625467LUIS Et)NITEKRUMMY PAC MIT 7473 me 1/25/2O178fA2fEti_-?' 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 M iTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crteria,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 1f Southern Pine(W)lamLer is specified,the design rralues art Those eitsntive 06/03f2015 evALSC Job Truss Truss Type Qty Ply POLYGON R43360073 PL14-403_UPPER F43 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:18 2014 Page 1 I D:L2O9JJu6omRCBuYOhHV69uyFHbu-rksNZJGfs_0j6JvEWFsVydfxpJ75ZaD3'?n1 exyCOvl 1.5x3 II 1 4x4= 2 Scale=1:13.3 0 0 4 3 1.5x3 II 4x4= 0-q-0 0-11-0 0-d-2 0-11-0 Plate Offsets(X Y)-- 11:Edge.0-1-8].p:Edge.0-1-8) • LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=22/0-11-2 (min.0-1-8),3=22/0-11-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard RP oF <0R `rl0 44, 87022PE 91! ySAT (DREG N c),O<U nqBER \1 - A. HERNP EXPIRES:06/30/2015 December 5,2014 A IyA4NIF,+3 verify desFpn raan><srs nod RE.A1 Nil TES C7s1 72815 AM)MU1/LEt)/4I1€KPEFE4ENa PAGE MIT 7 473 m c 1/29/2t140FO8E1/S€ Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown tn" is for lateral support of individual web members only.Additional temporary bracing to insure stability dunng construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,058-89 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 Southern Pine(SF)lumber is specified,the design values are those effective 06/01/2013 by At-SC • Job Truss Truss Type Qty Ply POLYGON R43360074 PL14-403_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc Fn Dec 05 09:53:18 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-rksNZJGfs_0j6JvE WFsVydfgpJ65ZaD3?n1 exyCOvl 0-10-0 1.5x3 II 1 3x4 = 2 Scale=1:13.2 1.5x3 II 3x4 = 0-9-0 1-1-0 0-05-2 1-1-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=26/1-1-2 (min.0-1-8),3=26/1-1-2 (min.0-1-8),3=26/1-1-2 (min.0-1-8) FORCES. (Ib)-Max.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 •cc.�GNG NEF'9 `slo Z4./ 87022PE v-- • j OREGO ��O� qtr �418ER \\ US A. HERNP EXPIRES:06/30/2015 December 5,2014 `..,. 8:4.k//IO Ve.-::'yddes:gn ya�mcstrsa:ipwtnl1 TrSGr71f.SAJC mkaur,EDt"IF>.REFERSM-zMGE5477-.473 r,0-1129/2g1EB£..5R£t/S£ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability 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 FYI lie. 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 if Southern Pine(5P)ivrntner is specified,the design values are those effective 0.5/01/2013 byALSC Job Truss Truss Type Qty Ply POLYGON R43360075 PL14-403 UPPER F45 FLOOR SUPPORTED GABL 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:53:19 2014 Page 1 I D:L209JJu6om RC BuYOhIV69uyFHbu-JxOImfH Hd I6tKGu6oE m52AAgD DfJgOgM IfXbANyCOvk 1-3-0 1.5x3 I 1 3x4= 2 Scale=1:13.2 0 0 1.5x3 II 3x4= 1-6-0 -{ 1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 **". 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8),3=38/1-6-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard P Ore, 8 • 2PEINv !9<' '37 "<>„>., OREGO - 4// 9� BER �1 ps A- HECk EXPIRES:06/30/2015 December 5,2014 4 t A WARNING Verify design pwan>uzPrs and REAM ti)TES ON 7877:1/45 ULEDJ MIMIy T-IEFERENY'E PAGE MIT-1413 oc 1/25/201 BEcOREUSE 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 �g a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,059-89 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 Sauthaern Pine ISP)lumber is specified,the design values are those etrecrive 05/01/2013 by ALSO Job Truss Truss Type Qty Ply POLYGON R43360076 PL14-403_UPPER F47 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09.53:19 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-JxQImfHHdl6tKGu6oEm52AAgpDfNgOqMIfXbANyCOvk 7x10 II 1 2 Scale=1:13.3 - o 0 C 7 4 3 7x10 II 0-�0 0-7-4 0�q 0-7-4 Plate Offsets(X Yl— (1 Edge 0-1-8] [4:Edge 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.00 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 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 0-7-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=14/0-7-8 (min.0-1-8),3=14/0-7-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �\`_'�<--NG N E�.q `SAO $70 2PE �9r t ��j OREGON - C :4 ER \\ OS A. HE R�P EXPIRES:06/30/2015 December 5,2014 WRkNI!i-Ve7yde_signFa:anlersrsasdREADTE/TESCMFrt.EEMNDI:1CLb/ELMITEKREFERENCEMAGE74II.7473mc1f25/26i4BET•/fElJSE • Design valid for use only with M1ek 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 resporuibillity of the MiTek* _ erector.Addm tional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Galeria.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. Coms Heights,CA,95610 If Southern Pine ISP)lumber is specified,the resign vvtues are those effe.tiee 06/0 11201 3 try JsLSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y p y 4 (Drawings not to scale) offsets are indicated. I Damage or Personal Injury ram= Dimensions are in ft-in-sixteenths. 11.10„. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. onal or dia TOP CHORDS 9 g,is always required. See BCSI. 01 „ 2. Truss bracing must be designed by an engineer.For '/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I o IL\110111111ke p bracing should be considered. O �11.100, Oi 5 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. r— O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C6-7 cs 6 designer,erection supervisor,property owner and plates 0 'na' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC E$Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that 1, Indicated by symbol shown and/or SYP represents values as published specified. bytext in the bracingsection of the by AWC in the 200prNDS 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, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. IV 11EN* M reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. WW1 project engineer before use. Min size shown is for crushing only. 0 18.Use of green or treated lumber may pose unacceptable ► environmental,health or performance risks.Consult with Industry Standards: ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. IFe BCSI: Building Component Safety Information, 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