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Plans (51) 44 S12c2/ x •7r- RECEIVE )5 2 MAR 8 2016 CITY OF TIGARD MiTek6 BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-402_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43360017 thru R43360046 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. <r-I' d' �N 'tNtF f0 Co, 8 $ 2PE -F q 4), OREGON fl©(lJ CS A. \N" \-\ EXPIRES:06/30/2015 December 5,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Oty Ply POLYGON R43360017 PL14-402_UPPER F01 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:22 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-UzUCp9bX2nwz?W19ymFkE9J_rFCAzBB_BHD4gAyCOwd 3x6 h 1-3-4 3x16 It 1-6-0 13x6 II 1 6 2 7 3 Scale=1:13.1 4 5 4 6x6= 6x6= I 334 I 3-3-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 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 Incr 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 ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)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 Concentrated Loads(lb) ��.��[} PROFss Vert 6=-1007(F)7=1007(F) �tCI.Co `,� G1NE ,9f0* 870 2PE r 7 •o�, OREG N (f, 40 FMB ER 11 AHE. EXPIRES:06/3O/2O15 December 5,2014 1 _ t ®WA 7M))-Ver.'/ydca4npafaameersani NGIESONTHIS AND 7M2lJfEDMID(REFEcFTKEPACEHIT7473rcc1/23/2R10BEUREUSE ^ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and 4 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 stabilty during construction is the responsibillity of the p����k^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IXB fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/I9l1 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 ti Sculhere Pine)SR)lumber is/mo ed,ttaeeteta gIs vatues are thoseaffective 06/01j201.3 bryAtSC Job Truss Truss Type Qty Ply POLYGON R43360018 PL14-402_UPPER F02 FLOOR GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:23 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-y91 a0Vb9p42gcgcLWrmzmMr44eNUiZT7QxzdCdycowe I 1-2-0 I 1-9-0 Scale=1:26.3 2x4 I I 5x10 = 1.5x4 11 3x4= 1.5x4 II 3x4= 1.5x4 I I 5x10= 3x4 I I 2 15 3 16 17 18 4 19 20 5 21 22 6 23 7 24 25 8 26 R71 N Ozi NH/ \NIA d N e � I e I 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= I 14-10-8 14-10-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl 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 MT2OHS 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/TPI2007 (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=-10085/0,24-25=-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 cD PR Ok-e. be attached to walls at their outer ends or restrained by other means. 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 Ca 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 4-4-15,1007 lb down at 4-10-2,114 N ��G( "'J ,� 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, �1� 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 tt- 87022PE f 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 f of others. 02, LOAD CASE(S) Standard Vot 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.007 ,? t REGO �p ".(! Uniform Loads(plf) Vert:10-14=-5,1-9=-50 On ER Concentrated Loads(Ib) A H R � Vert:9=-1027(F)8=-1027(F)7=-114(B)60-114(B)50-114(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 0 ®W4ft81 -Ver/tyde_riyrarararawtsrs a adREA7aN IES G4 THIS AND LM2t ED MIR'REFERENCE #3T 7473rtc1/I8/2202480i8Et E: Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �Y Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek.erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI BuBding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern tune fSP)lurrthoa is specified,the desierm uearea aeethese effective OGfO1/2033 byM8C Job Truss Truss Type Qty Ply POLYGON R43360019 PL14-402_UPPER F03 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 09:5224 2014 Page 1 I D:L2O9JJu6omRCBuYOhH V69uyFHbu-QLbzErcnaOAhEpBX3BHCJaOPe2u0R8CGfbiA13yCOwb 1-&4 1.5x3 II 1 3x4= 2 Scale=1:13.2 L 7 } 4 3 1.5x3 II 3x4= I 1-9'4 1 1-9-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (ioc) l/defl L/d 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 IBC20121TP12007 (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/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. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard tO PRl7 e 870 2PE 'y fix;),QREGG; q,-P00:4E3 E B ,..,,\.4v: EXPIRES:06/30/2015 December 5,2014 1 1 Al W4,Wr3Ma-Verity design para firs and REAL h I£S ON THIS AND imaiZ ED NNTEK REFE(EME PAGE MII 7473 re r.„1/28/Xtli BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �Y Applicability of design parameters and proper incorporation of component a 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 IYi 1 R fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/TPI1 Quality Criteda,DSB-B9 and ICS!Banding Component nn Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Cirrus Heights,CA,95610 1#Southern Pine lSP)tanntaar is spectsfiecL tisedeaign waktas ata those*If active OGm1/202.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43360020 PL14-402_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:5225 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-uY9LRBdPLilYszmjduoRmxYTS7tATZQtFSkH VyCOwa 1 1-0.8 1 1 2-0-0 1 Scale=1:37.9 3x4= 5x6= 1.5x3 I I 4x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x6 FP= 1.5x3 II 4x5= 3x4 II 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 o u oi .'' _\- 7\ - /X-/v N 7 Z N /N w m 0 d N e B ml - 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 22-2-0 Plate Offsets(X Y)— [1:Edge.0-1-8] [21•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 0.19 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 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) 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 ,ikctj PROtF 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 t5' Uniform Loads(plf) .GJ 04G.[NE , c$'/0 Vert:14-21=-8,1-13=-80 ��.? 1- Concentrated Loads(Ib) 44..,,0 2PE C Vert:22=-5(B)23=-5(B) -7 �A%'`GREG N rye Iii '5N 0 ��$ER 1\ Os, A HE P EXPIRES:06/3012015 December 5,2014 da, ANI%.Vrrrffdesign raramctcrsaarREAD WITS O`dT1drsAle/SKIU'SED(41TEKAEFET£MEdam'NUU7473mx1,/1O/2014AEz08E11SE 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 t B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �T�'f^ 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 SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 i#541,1 tam PinwlSP)launeesds agsax.i£tzd.the 4fes5Sst values arrft9evee4fsystiva O6/GI/2013 ivy ALSC Job Truss Truss Type Oty Ply POLYGON R43360021 PL14-402 UPPER FO6 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 09:52:26 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-MkjjfXe26?QPT7LwBbJgO?TmTsZSv2BZ6VBHpyyCOWZ OV Scale=1:38.6 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ■ a a 0 5 e a o a a _ o c aa o 8 42 IN G o e • o 4 o o a 9 it 6 9 e a o 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-0 1 2-8-0 1 4-0-0 1 5-4-0 -4 1 6-8-0 1 8-0-0 I 9-4-0 1 10-8-0 1 12-0-0 I 130 1 14-8-0 1 16-0-0 1 17-4-0 1 18-8-0 1 20-0-0 1 21-4-0 1 22-8-0 ?3-5-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 9-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 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 ED PROF " 2 870 2PE �,r A> OREGON c hi 0 BER AN EXPIRES:06/30/2015 December 5,2014 f ®W4/WT743 Near des9n paaaaewrs and READ Kra 01/TRIS AM P*29/0ED MITER REFERENCE ME MIF 7 473 mar 1128/2*I4 BERME teg 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 s responsibility of building designer-not truss designer.Bracing shown 11 1 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the !Allele 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,DS8-89 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 Ehret )lsntiber is specified,the designs vetoes ere those effective 06/03/2015 by ALSO Job Truss Truss Type Qty Ply POLYGON R43360022 PL14-02_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 09:52:27 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu gwH5stfgtJYF5Hw61JgvxCOwdGv eVRjLZxrMOyCOwY CI1P ()If Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 21 J — — — — — — — — z 0 23 0 0 d N 0 0 20 a e o o e s a e o . 22 • • •• • . • 4 19 18 17 16 15 14 13 12 11 3x4 = 1-4-0 2-8-0 4-0-0 5-4-0 I 6-8-0 8-0-0 9-4-0 10-8-0 11-1-8 I i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-8 LOADING(po() SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft 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 Incr YES WB 0.03 Horz(TL) 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. (Ib)- Max Gray All reactions 250 lb or less at joint(s)19,11,18,17,16,15,14,13,12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord 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 �pt0 PR or. . *,. i � 9 rat 8 • 2PE /9 ` 7 .5,OREGO n / X00 8ER. 1 4C) SA HE EXPIRES:06/30/2015 December 5,2014 4 ®WARN7r -Verify design pararttcrs axj READ A-IES 05 THIS AND MIMED MDR'REFER€M 7E PANS 1517.1413 iou 125120148E4OR£d ....."' 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 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 SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intormafon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSasuehern Pine fOP)lumber is sgsacificd„the etteign values are-Mem affective 08/011201.3 IsyA SC Job Truss Truss Type Qty Ply POLYGON R43360023 PL14-402_UPPER FOB GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fd Dec 05 09:52:27 2014 Page 1 1 D:L209JJu6omRCBuYOhH V69uyFHbu-gwHSstfgUYF5Hw61JgvxCOxAGv6eV Rj L2xrMOyCOwY 1 2 3 4 Scale=1:13.0 II II II 111 U U IIIA N ', 10 1111 : IIII!i!i!A. A A.A.!A A Ai?i!i!i!i!i!i!i!i!O�i!i 3 8 7 6 5 l 1-4-0 2-8-0 I 3-8-8 1-4-0 1-4-0 1-0-8 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 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.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-8-8. (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 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 PROF " 4 G)NSfi9 ",0i. 444 ` .870 2PE 7 h H 7 �A OREGON ,65 Ch `55 A. H k EXPIRES:06/30/2015 December 5,2014 44 Wr ®WAVOTA3- d?ydenimWan*srrsaadREAD TOTES ON TWT AND mum MIMIC 5EFERElt, PAGE MTh 7473ma.1/23/201&WORE USE mi.- 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 M1Y[ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Safety Informationavailablefu l iso fromp cu Plate nstcugassrekr NN erase ctisun O3/ s A 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43360024 PL14-402_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:52:29 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-nJPsHZgwPwpzKb3VsktNOd5Gs3b1A60W?otQxQGyCOWW 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 ® 2 0 2 e 2 0 e 9 2 9 9 e m e e 0 2 e da2 0 N • �� 41 A���r���� . —���- . AVA�����rAVA��r������AIWA. A���A . �����������AL .. AIL. AM.. AVAMI 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 4-0-0 I 540 6-8-0 8-0-0 9-4-0 + 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 118-8-0 20-0-0 21-4-0 I 22-8-0 24-3-0 1-40 1-40 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 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 DPROre s rc,�G1NEF� �� 2 r-t 870 2PE r- N cv '0, GREG N ti� 1ti 9O �'�8E'R1 . . A. Her, EXPIRES:06/30/2015 December 5,2014 4 4 ®WARNDi-Vrufpzklignpaw mrsandREAP MMOSONTHIS AND MIMED HZTEKREFERENCE PAGE Ni7.7473rcc'I/2VfZA/49N SFLfE? Design valid for use only with MTek 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 i■, + erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding WJE fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Criteria,DSB-89 and SCSI Binding 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 atSoutherntint(LP)Iurribartsspat 56e 9,thedwaignualcrwsaretboswwifectat06fillj2E71.3hyAtSC Job Truss Truss Type Qty Ply POLYGON R43360025 PL14-402_UPPER F10 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 09:52:29 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-nJPsHZgwPwpzKb3VsktNOd5He3ba6Oz?otQxQGyCOwW Ole Scale=1:28.3 1 2 3 4 5 6 7 8 9,J 10 11 12 13 14 30 0 o M 29 . o 0 0 a o a, o 0 0 0 d �XXXXXXXXXXXXXXrXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX„ 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1-4-0 2-8-0 4-0-0 5-4-0 6-8-0 8-0-0 I 9-4-0 10-8-0 I 12-0-0 I 13-4-0 I 14-8-0 I 16-0-0 I 17-3-0 1-4-0 I 1-4.0 I 1-4-0 1-4-0 I 1-4-0 I 1-4-0 1-4-0 1-4-0 1-0-0 1-4-0 1-4-0 1-4-0 1-3-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 PROF,-,10 �tis ,�GINE` s G ,9 Qt tcy ct 87022PE / U> tY 5, -or,OREGO .ff,::" OnF' BER 11. P� A. H61 e EXPIRES:06/30/2015 December 5,2014 r f ®t9R.rdots-Verify duui7oia meerssodREADtM7£SO4TEAS AND 72l/&EMf7£KREFERENCE Mft7:73mg.1/24/2614DEW£USE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. /111 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MiTek ■�t is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the !Y[T o erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Crtteda,DSB-89 and SCSI Bonding Component 7777 Greenback Lane,Suite 109 Safely InformaHon ttuam Pine¢SP)vtsmbec isospecifaed,the desiugn misses areetJra%ee SuiteeO8 Sf�S3 byAISG 4. Citrus Heights,CA.95610 Job Truss Truss Type Qty Ply POLYGON R43360026 PL14-402_UPPER F11 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 09:52:30 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-FVyEUuhYAExgykehQROcYreSTTxgrr691X9VyjyCOwV Scale=1:18.4 1 2 3 4 5 6 7 8 9 20 0 lrA N .. b e .. a —e—a- ' 18 17 16 15 14 13 12 11 10 I 1-4-0 2-8-0 I 4-0-0 I 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 19-9-12 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) 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 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 �� 0 R° ss �ct,GI NE€R 'o 2 870 2PE ,, r 4 y �A: N �©4�UM 'C 9418EROREGO11 A. H EXPIRES:06/30/2015 December 5,2014 t 6 ®1,r,Am7MT Verity desinraamemrssad READ MIESOt/THIS AND IM2L4-EDMTTEKBEFERENE PAGE Mil 7473rea125/26ri4 OSEGSEx —'e Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown IIIII is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTpk- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IXi 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,058.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 t9 Samathexm Pine(Sdt)ta:msasev is nt,ecift4est the utasigs,valsxwu are'Mare s.APectisre GGfGSf2G139yMSC Job Truss Truss Type Oty Ply POLYGON R43380027 PL14-402_UPPER F12 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 09:52:31 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu jiWciEiAxY3hauDt_9vr52Ab4tDIaBXIGBv2V9yC0wU 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 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 7 8 eke - WO 111-411115 c• 0 0 ill 11#. 111 ill III III \%1111IN Pli 6111r i1 a � YrII I r • M/ 12 11 10 9 1.5x3 I I 4x5= 3x5= 3x5= 3x4 = I 173-0 I 17-3-0 Plate Offsets(X.Y)— [1:Edae.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 0.19 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/TPI2007 (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 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=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 <CR,V) PR o 4 GINEfi� s'v29 87022PE tv h N 7 �'0 OREGONel14/ -"P 'o BER \\ �' on A. H-RP EXPIRES:06/30/2015 December 5,2014 AiVARN7.Mt-Ye,^,tydesignparaatetsrsa rREAD/O575ONMIS AND 3:4Y2fsb`ED HITEKOEFEFTEhh 8777473mfa.1/25/2014 BETZEIJSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1 Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 6 the responsibillity of the MiTek*A'T�1.R- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fY! ! fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP[1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95810 1#SouthamPSsse(SP)bomber is specified,the utesigss values are thous tftt¢tivt 1364tUJ201.9 by ASC Job Truss Truss Type Qty Ply POLYGON R43360028 PL14-402_UPPER F13 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:32 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-Bu4_vaioirBYC2o4XsQ4eGjkfHVkJaVSUrec1 byCOwT f1-10-8 I 2-6-0 I O0.111-..8i Scale=_1:41.2 4x6= 354= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 / `'97 0.,. .... , NsiN a 21 d N r � NO '„00.001HIHN.66. \e 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 24-3-0 I 24-3-0 LOADING(pg) SPACING- 1-7-3 CSI. DEFL. in (loc) I/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/TP12007 (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. 1 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=0/1227,1227,8-14--81610,8-15=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/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131”X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,iktp PR Q Co •((,, '9o 87022PE 171' y SAT OREGO rte�/4 k NSR\Q EXPIRES:06/30/2015 December 5,2014 i ) A WARNING Ve Pgderjxpaiaaxtrss: 65451W TES ONNES AM)IM31/51EDMITERREFERENEPROShfli 7473mr.1/1S/ZG€4BERM FUSE Design valid for use only with Wet 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 shownis for lateral support of individual web members only.Additional temporary bracing to insure stabitiity during construction is the responsibillity of theMiTek' NI erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 ft Southern Pine ISP)lumber'isupecifiesl,the decige values are those etfectkue 06/e3/2o1.3 byALSC Job Truss Truss Type Qty Ply POLYGON R43360029 PL14-402_UPPER F14 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:33 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-f4eM7wjRT9JPpCNG5axJATGulggn21ubjV09Z2yCOwS 0-1-8 H I 1-1-12 I 2-810 Scale=1:41.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 -NN a a \ V- 7 7- V2, 2 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5 = 4x6= 3x4= 1.5x3 SP= 24-6-4 I 24-6-4 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 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 ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard c( 0 PR OFF�,s 144 -7 2 870 2P'E 5. tv y AT OREGO �q,, i 0 ��'18ER \\ ©S A. HSr• EXPIRES:06/30/2015 December 5,2014 at ®8-1RNfI V6 fyde_=ignparamelcrsariREAD tot,TES 014 THIS AND€,4CE ED MIR'REFERENG PAGE NZT7473reg.1125120149EC6EWr;SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. IVIII 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/T911 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informatfon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If 5.knat eror ills a(SP)lumbar is ,15ed,the Gestge vatuen are then e'rfeckive OG148f2O1.3lay AMSC Job Truss Truss Type Qty Ply POLYGON R43360030 PL14-402_UPPER F15 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:33 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-f4eM7wjRT9JPpCNG5axJATGwogxc2CobjVO9Z2yCOwS 1.5x3 II 0-10-8 2-6-0 1.5x3 1 2 3x4= 3 Scale=1:13.0 II ME 1 _i • 1.5x3= 5 =/ 3x4= 3x4= 9-1-83-9-0 0.1- 3-7-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 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/TPI2007 (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. (Ib/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 <cQEp PRQrF,, 4 I E. 9 o � • t -57 870 2PE Nom,,,, OREGO N 14/� O, crWSERA. ©S A. vilk EXPIRES:06/30/2015 December 5,2014 a ®WARNING.tictfydcni(.0Yaranl+tsrsa r(BEAD/d 1ESONMAW WAXED Kra`REFEREN7E PAGE N1I7473nrc1/28f2114fr£.0REUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �f Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 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 ( R fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DS8-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety InformationK available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 :fB6ifthm're Pine guy)Cumber is specified„iscle51ge values ate those effective 05IO9f3Q1.3b fALBC Job Truss Truss Type Qty Ply POLYGON R43360031 PL14-402_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 09:52:34 2014 Page 1 I D:L2O9JJu6omRCBuYOhHV69uyFHbu-7GCI KGk3ETRGRMySfH SYjho3D4ALnUuly97i5UyC0W R 0-8-41 2-6-0 I Scale=1:41.8 4x6 P. 1.5x3 II 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 0 o e e / NN 7 •INN.11 o ssN - 70.6.Ns.- 11 • a - a N ••••••••, NNN 7 Nis 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 23-11-4I I 23-11-4 Plate Offsets(X.Y)— [19:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 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/TPI2007 (Matrix) Weight:119 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=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/IP!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 L 1 .,,c , 61.0 P R Q/ ro- ' 87022P'E < f N yp''6 OREGO ti� C�© ' $ER1 >�. S . H R� EXPIRES:06/30/2015 December 5,2014 t ®WARNT O-Verify design paanletus axd 5U 4 TES ON Tyi7SS AM mama 1411E:f REFERE/KS PAGE 9715 7 473 rev.112512014 Mf)F Design valid for use only with Welt connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qual ly Criteria,DSB-S9 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 It Southern Pine ISP)11.anbrc is specified,tlastfesign values acethase a4#eativa oel831 f7131 a byAMSG Job Truss Truss Type Oty Ply POLYGON R43360032 PL14-402_UPPER F17 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:35 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-bTm7Xc1h_reZ73WXeD_nFuLBWUZk 29uBptGewyCowQ 0-1-8 2-12 2-5-8 2-6-0 Scale=1:27.9 3x4 I I 1.5x3 II 1.5x3= 1.5x3= 354= 1.5x3 II 3x4= 1.5x3 I I 354= 1.5x3 I I 1 2 3 4 5 6 7 8l�"" 5 � 0 0 4 • c e 13 11 10 1.5x3 II 3x5= 3x5= 3x4= 3x6= 0-7-4 t5-5-11221 I 16-0-12 15-5-8 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 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 Incr NO WB 0.31 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:84 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) 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=0/773,10-11=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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 PROpe Uniform LoaVertds 13=- 8,1-8=-80 � ✓��� � f029 Concentrated Loads(Ib) tGr 87022PE EXPI RES:06/30/2015 December 5,2014 ®WA M7 3-tri/f des/pan parameters a d REAL N TES CM MIS ANL 7; €€W)NF7£K REFERENCE PAGE 517.7 413 rev-1,129WFdtla£€¢,A7USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,defvery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Bending 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 f&P)tumfaer is erect/4d,the&tato eel LI'.are-those ardesri wO&102f2St1.3 by RISC Job Truss Truss Type Qty Ply POLYGON R43360033 PL14-402_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 09:52:35 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-bTm7Xclh_mZ73WXeD_nFuLGmUcfWLKuBptGewyCOwQ I 1-7-0 I 1 2-3-0 I 131113 Scale=1:19.4 • 1.5x3 II 1.5x3= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3= 3x4= 1 2 3 4 5 6 f. 0 12 11 0 N cf v e 11 9 8 • 3x5= 3x5= 1.5x3 II 3x4=- 11-2-8 11-2-8I I 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 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/TPI2007 (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. (lb/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (lb)-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=-391/0,34=-713/0,4-5=-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 to P R OFe `3 OG1NE�9 cS/0 87022P, : '°,,O R GON <6'.r.„4/0 4/3 ER t 61 �, . . A. HEWN EXPIRES:06/30/2015 December 5,2014 4 1 ®itsmahh-Ve:rfyr/esignra:ammrsandREAPN23FSONRf:SAM)MIIJEED?MITE(PFFERFMEPAGEnut7473res1/29/28ldBL Et/SF Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �y 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.x# � erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 'Ni fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1f Southern Pine[SPjlaanbee is speciffest,rise 41644,4 ualascs ars these effective 06/63/2Gi.3 by AtSC Job Truss Truss Type Qty Ply POLYGON R43360034 PL14-402_UPPER F19 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 09:52:36 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu4fKVIylJl4h_gf6rmiVOo6uOKutwFP51 PScpAMyCOwP 0-1-8 H I 1-7-8 I I 2-6-0 I 01148 Scale=1:38.2 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 ri B„ T B` I Al I ii i I lAl I 6 0.. II 22N II I NillP 747 21 1....11 t� IMI K.711 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= 22-7-8I I 22-7-8 Plate Offsets(X.Y)-- [1•Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) Udefl Lid 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 Incr 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(lb)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 t.0 PRoEe. 4so 87022PJ r < a 5. c‘‘ OR GON q)Q.ti 0 4&ER \ CSA. H EXPIRES:06/30/2015 December 5,2014 A # ®WARM7.03-V&?ydev(7m pulmssoersas,READ W TESONTHIS AND'NOISED(ITEKSEFERE mAG€Mil,7473a_c 1/2512014 81FOREUSE _ 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 �T�'f= erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control,storage,delivery,erection and bracing,consult ANSVTPI1 Quality Cfrfeda,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 SouthernPbre43P)lumbzrisspecifed,thwsilesign values are:theseeffective 0Gf03/20x.5nyMSC Job Truss Truss Type Qty Ply POLYGON R43360035 PL14-402_UPPER F22 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 09:52:38 2014 Page 1 ID:I2O9JJu6omRCBuYOhH V69uyFHbu-02RFAdnZHhxiwzGDu7XUtXznshbpj MI Ktm5wEFyCOwN 441 2-6-D I 0-14.8 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 114x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 21 a o N e -� 20 19 18 17 16 15 14 13 4x6 = 3x6 = 3x6 FP= 3x5= 3x5= 3x5= 3x10= I 24-6-4 I 24-6-4 Plate Offsets(X Y1— I1:Edge.0-1-8]11 '0-2-0 Edge].[20:0-1-8 0-1-8].121:0-1-8 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid 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/TPI2007 (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. (Ib/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/-PI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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) StandardPR 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,\C�� ttS'� Uniform � Vert:13-19=-5,1-12=-50 'C� ) '9' Concentrated Loads(lb) ��✓ $�� 2PE 17 Vert:12=-1129(B) fJ? 4 C'� $ER .\'� p� . A. HO; EXPIRES:06/30!2015 December 5,2014 5 ®wAroa sS-Verify design par ososrrs ural REAII fLTTES CM THIS Ate MIMED WinREFERENCE MGE NII 7473 ic z 1/1W/20I48IFO4E)JS Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Ml" Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 'r is for lateral support of individual web members only.Additional temporary bracing to insure stability lity during construction Is the responsibillity of the Mi * erector.Additional permanent bracingMiTek' of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPI1 Quality Criteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intormalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine$SP)tsar,bor is 5;1468*d,she design wlues are'those etfastfve 06/03.1101.9 by AtSC Job Truss Truss Type Qty Ply POLYGON R43360036 PL14-402_UPPER F23 Floor Supported 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 09:52:38 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-02RFAdnZHhx'twzGDu7XUtXzpEhggjTAKtm5wEFyCOwN Scale=1:17.5 1 2 3 4 5 6 7 8 9 0 d 0 0 0 0 0 0 0 0 18 17 16 15 14 13 12 11 10 I 10-7-8 10-7-8 LOADING(psfj SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid 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 IBC2012/TPI2007 (Matrix) Weight:50 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 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 ki -9 .'=", 87022P, r" , '0j OR GON; cP 41/ 0„..,. 418 ER •t \ GA- H NP EXPIRES:06/30/2015 December 5,2014 r ®KAM MS.Verify devign puruus srrr and READ ICUS ON TUTS AND DM/LED MUM RFFEPEN:c%PAGE i?77.7473 rmc J/23/2Ji4 BF:MEUISE Design valid for use only with MTek connectors.This design b based only upon parameters shown,and is for an individual building component. �N Applicability of design parameters and proper incorporation of component n responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the B�L�{ 'F erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding By(ITeR° fabrication,quality control,storage,defvery,erection and bracing,consult ANSI/TPI1 Quality 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 lie' IfSaaathern Phi*Mgt laan�s is sxesified,din design vatues are Those affuctive 0610212613 ayMSC Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43360037 PL14 402_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.Fn Dec 05 09:52:39 2014 Page 1 I D:L2O9JJ u6om RC BuYOhH V 69uyF H bu-U E?e NzoB2?37X7 q OSg2j Qk Wxf5unS n MU 5QrTnhyC OwM 11-5-0 I I 2-6-0 I Scale=1:38.7 1.5x3 II 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 V 7 7 - N e DZ. _ m O 0 1 18 17 16 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= I 22-2-0 I 22-2-0 Plate Offsets(X.Y)— El:Edae.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 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 16-17=0/1743,15-16=0/1743,14-15=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 Rtip PROs c; 4��,tN€ ��„ ma 870 2PE N 7 A.�` OREG N tit Q4t✓ 0 'MBER 1'� ©S A. Heck EXPI RES:06/30/2015 December 5,2014 5 1 WASNI -Verify design parameters e•_iRE.4LINOTESONTHISAADThCTU'ED/ISIECREFERENCEPAGEMIT7473 ;.i/28/21}18SEUEt7SE 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 BL�T is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the iYE-FQ ' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 4 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ff Seo h.rss Pine(SP)lumber is specified,the.design entries ate t5555441 eltectine D6/0112013 by A SG Job Truss Truss Type Qty Ply POLYGON R43360036 PL14-402_UPPER F26 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 08:52:40 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-yQZObJpgpJBP9HPc?YZyyy27xVKJBNMdK4a1J8yCOwL 1.5xJ II 2-1-4 I 2�'r0 1-15x3 II 1 2 3x4 = 3 Scale=1:12.9 J L 0 0 5 q 3x4 = 3x4= 0(1- 410-4 0-1- 4-8-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 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/TPI2007 (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 oro-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/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 D PRQE ct' 8 t 2PE /9r '©, OREGO �q �(1� w'sER 1\ A. NNP EXPI RES:06/30/2015 December 5,2014 s t ®WARN/M3-yerffdes/gnraraareersandREAL WIES ON THIS ANSMOOKTEK REFEREM7 PAGEEMu-1413src1125/2uM&SE REUSE Design valid for use only with MiTek connectors.This design s 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 s the responsibillity of the ■y'T� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regardingMiTek* fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI7 Quality Criteria,051-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 €fSouthern pinetSROusher is specified,the dssigstezruts are those et6estrcc 06;Y11/2€T1.3 lxyA SC Job Truss Truss Type Qty Ply POLYGON R43360039 PL14-402_UPPER F28 Floor 2 1 Job Reference(optional) Pacific Lumber Si Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fd Dec 05 09:52:41 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-Qd70ofpSacJGnR_oZF4BV9bGCVZZwfynZkKarayCOwK 1 1-3-4 I 2-6-0 1 Scale=1:42.8 1.5x3 II 4x6= 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 i /N. - 7 9,,,,,N 7, .4,N,g 7 %...\\N 7 ,....N„ d 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5 = 3x5= 5x6= 3x4= 1.5x3 SP= I 246-4 I 24-6-4 LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 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 Incr YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 i be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard aG f N EF, +S'/(4„,..7 2 87022PE r r cv 7 �"a?, UREGO ti4„ `9 A. NSC; EXPIRES:06130/2015 December 5,2014 4 9 ®WAVING-Veer des#an raraaxsirs ar,d READ WITS ON 11//S ANG matzo MII€KREFER€NE PACE MII7 475 arc 1,/251201$SETAE USE Design valid for use only with Mifek connectors.This design n 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 Bj����k^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY� fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPIl Quality Criteria,DS8-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if 5t1aat3,e111 Pine 4,011snndaer is sn:ect4re d,the desd&rr values ace.These eofeetierc o&/CP/2013 try ALSC Job Truss Truss Type Qty Ply POLYGON R43360040 PL14402_UPPER F40 FLOOR SUPPORTED GABL 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:41 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-Qd7OofpSacJGnR_oZF4BV9bK?vhRwgQrrzkKarayCowK I 1-0.8 I 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 N •IL-' .47 Cli 1.5x3 II 3x4= 0. 1-3-8 I 0-d-3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "•` 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard P I QFeS. `9 4r .8 . 21E , { 1 yN / „Y '1., OREGO tL5 041 'A0 X41.E`R 1 • A. HER EXPI RES:06/30/2015 December 5,2014 a 8 ®111.17tf, -Verify//align raraaaatsrs gad READ IC TES G4 THIS ANC I CJ//SED hfMTE!(risEFET`IE7d.PAGE#TI7 473 rex 1/25,12AiaBEM W Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �r 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/TP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 afSautherr.F"ioe(5P)lumpba?r is specified,the dodge aslant are:Viola efectrue 06/011201:3 byAtSC • Job Truss Truss Type Qty Ply POLYGON R43360041 PL14-402_UPPER F41 FLOOR SUPPORTED GABL 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 09:52:42 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbuuphm??g4LwR7OaZ?7zc02N8VgJ1hfHgwoO37NOyCOwJ 0-11-4 I 1.5x3 II 3x4= 2 Scale=1:13.2 • 4 1.5x3 II 3x4= 01-0 1-2-4 9-45-3 1-2-4 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "'"" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-2-4 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 #'1) PRo, INE 9 Q s �2v 8701 2PE y �A OREGO ti 0kr ANi 4- HE P EXPIRES:06/30/2015 December 5,2014 ®WARNINGNear deaiguparamrrsrsa dREAD dt0TESONTFf:zAND rffaiS FDN11ThKRt€€€EMM ANGE HU 1473 mc itapouREZREUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �Y Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown ■i� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the BYBiT ek` 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 Cdleria,008-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 3fso tdittem Pine WItusenbar is specified.thedesi$n vatuas ace these etfeetbes Wel beALBC Job Truss Truss Type Qty Ply POLYGON R43360042 PL14-402_UPPER F42 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 09:52:42 2014 Paget ID:L209JJu6omRCBuYOhHV69uyFHbu-uphm??g4LwR7OaZ?7zcQ2N8VEJ1dfHgwoO37NOyCOwJ I 1-6-4 I 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 0 N �% ♦��♦ ♦����•••\. 1.553 II 3x4 = 0.(I}0 1-9-4 I 0-6-4 1-9-4 LOADING(psi') SPACING- 1-0-0 CSI. DEFL. in (loc) I/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 Incr 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. (lb)-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 ,,`,toPR pees GI N w .q... SFR f© 8 • 2PE , r �'0,,, GREG© ti,041 EXPIRES:06130/2015 December 5,2014 1 1 WARNING-Vail'?dtt(Eu parameters ata READ N 2 SES SN THIS AND INCLUDED MITEK DEFETE/aE PAGE 811.1413 reg.J,/Z5/2r24 OF:tEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. imit 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 �/(-TQ/.* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* IC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Salety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern pi,e(SP)iaaalans is used,ril e�desiIgso values are effectivethole OE/01/201.3 tayALEC Job Truss Truss Type Qty Ply POLYGON R43360043 PL14-402_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 09:52:43 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-M?F8DLri6EZ_Ok8Bhg7faaggmiNxOkv302phwSyCOwl 1.5x3 II 1 4x4= 2 Scale=1:13.3 2, 4 3 1.5x3 I I 4x4= rrr 0-11-0 r r 2 0-11-0 Plate Offsets(X.Y)— [1:Edge.0-1-8]j3'Edge 0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) l/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 ,?,,t0 PROpe. 144 -7 87022PE y , OREGO q 4 o EB �\ � BE v,"„ EXPIRES:06/30/2015 December 5,2014 4 e WA1NIMS-Verify des:2npram 3'arsgad READ ICd€SOfdMIS MC INLIAXEDefETEC.REFER,EMEMISEMIL7473rta1;/23/2_4 MUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MTe = erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY[ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It km has-o hrrcl'SP)tsnfi,asee apeckBact,ct,e design values are those affoctiveD&AlliZeigt byAL6C Job Truss Truss Type Qty Ply POLYGON R43360044 PL14-402_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fe Dec 05 09:52:43 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-M?FBDLri6EZ_Ok8Bhg7faaggfiNwOkv302phwSyCOwl 1 0-10-0 I 1.5x3 II 1 3x4 = 2 Scale=1:13.2 d a �*. 4 1.5x3 11 3x4= 0 1-1-0 1 0-O-2 1-1-0 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/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 EPRQxs ' 70 2PE \\\ C.' cOREG N ti,Q4ti -$�0 MB R 1• \ ' �S A. NP EXPIRES:06/30/2015 December 5,2014 4 r ®W4RNT -ger design raraax tus aad READ N2 IFS 05 THIS AM r4V I&0 NITEKTs€FEf.ENa 15051515 7 473 mg 3,/2512014 EE. tit Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiliity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quarry Criteria,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If 8essthern Pine$SP}.aaura2+rais.:sacifiest',etas zdesignvaiue.s are tame etfectise 061011205:3 byA SC • Job Truss Truss Type Qty Ply POLYGON R43380045 PL14-402 UPPER F45 FLOOR SUPPORTED GABL 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:43 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-M?F8DLri6EZ Ok8Bhg7faaggliNuOkv302phwSyCOwI 1-3-0 1.5x3 II 3x4= 2 Scale=1:13.2 o I - o �♦�♦�•�•�♦�•� 1110. 1.5x3 II 3x4= r q r 1-6-0 6r 1-6-0 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid 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 Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012 TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 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(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 ���O PROFCo' GINE deQ 870 2PE < tv '°,, 0REG N dSA. NR EXPIRES:06/30/2015 December 5,2014 0 WARNIM3-Vert f desire rarame;l?ss;ad READ POTS CM riffs Alm IM2IM€0 MIK REFER MT PAGE Nil 7473 rEA 1118/20l4 DEMME Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �y 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 Miek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ItSmomers%Pine DP-Dumber isspecified,the design+oluesaceStsenrs arlbassiat 06/111,0013 byAtSC Job Truss Truss Type Qty Ply POLYGON R43360046 PL14-402_UPPER F47 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:44 2014 Page 1 ID:L2O9JJu6omRC BuYOhFIV69uyFHbu-rCpXQhsKtXireuj NE Neu7oDre6j B7 B9DFiYESvyCOwH 7x10 I I 1 2 Scale=1:13.3 E 4 3 7x10 II 0-(-0 0-7-4 O.�y-4 0-7-4 Plate Offsets(X Y1— [1:Edge.0-1-8].[4:Edge 0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/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 n,tU RSR op-e . 0✓ �� „1JG F"9 Q1 87022PE cv‘"�,OREG•N ti 14i A. Hca EXPI RES:05/30/2015 December 5,2014 a a ist4Rs87Y3-Ver,'Ip rico a rarvrax.rsSOLI RM..1)h,:`,TES ON THIS NC 7M7U500 Km'F.EFEEF KE ma 1177.7473 rec 1/19/24.10 FEMME Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. A Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek.^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 I#Suaatho'rn Piave API Iaunfasr it specified,Ora design Mums act-thast a fecdve GE/O1/2013 byAtSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x,y (6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury MMDimensions are in ft-in-sixteenths. INii, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. or X-bracin diagonal TOP CHORDS 9 g,is always required. See BCSI. „ 2. Truss bracing must be designed by an engineer.For 0-1/16 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I _ bracing should be considered. O■_� O 16,741pilik,i ,,, 3. Neverkexceedatthe designadua loadingshownand never stack materials on inadequately braced trusses. r- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 ce-7 cs• designer,erection supervisor,property owner and plates 0-14P from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. or PLATE SIZE PRODUCT CODE APPROVALS 9. expresslytrdannoted,,preserves ve treaten is not d,ficableor r use wihfire retardant, green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that / 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. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. tiMidill reaction section indicates joint MaTalil number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. IIIIIIII WM0 18.Use of green or treated lumber may pose unacceptable _ environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPII: National Design Specification for Metal MI 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. M iTekt 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