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Plans (78) A I Job Truss Truss Type Qty 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 I I 1-3-4 3x16 I I 1-6-0 1356 II 1 6 2 7 3 Scale=1:13.1 0 0 N I S ,44** r 5 4 6x6= 6x6= I 3-3.4 I 3-3-4 LOADING(pst) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/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 Ina' 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.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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=-278/0,34=-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) Vert:4-5=-5, t.0 PR Opz ContenVert:6=-1007(F)7=0--1007(F) .A6 NEz. ��z0 tic, 870 2PE mc"` 5 �A�DREGgP EXPIRES:06/30/2015 December 5,2014 1 f ®temtram.t4it(tf deangn parameters and READ DIES CN MIS AND DAMMED HMI(REFERENa BGE MUT 7 473 ran 1,12912010 BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1Y 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 6�'T�1.^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding INI 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern PinEIspltwmrass is Wer ificd.this les:4o values arestrase effective 05,01/1013 byA SC a Job Truss Truss Type Qty Ply POLYGON R43360018 PL14-402_UPPER F02 FLOOR GIRDER 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:23 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-y91a0Vb9p42gcgcLWTmzmMr44eNUiZT7QxzdCdyCOwc I_ 7-2-0 1 1-9-0-_ I Scale=1:26.3 2x4 II 5x10 = 1.5x4 II 3x4= 1.5x4 I I 3x4= 1.5x4 II 5x10= 3x4 I I 1 2 15 3 16 17 18 4 19 20 5 21 22 6 23 7 24 25 8 26i 0// 1 1/I NE]zi INH, 0 d N e e 1 e I a e a>-- o 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= I 14-10-8 I 14-10-8 LOADING(ps() SPACING- 1-0-0 CSI. DEFL- in (loc) 1/deft Ud 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/TP12007 (Matrix) Weight:147 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E end verticals. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=6417/0-5-8 (min.0-3-3),14=5901/0-5-8 (min.0-2-15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-1219/0,2-15=-9563/0,3-15=-9563/0,3-16=-9563/0,16-17=-9563/0,17-18=-9563/0,4-18=-9563/0, 4-19=-13782/0,19-20=-13782/0,5-20=-13782/0,5-21=-13782/0,21-22=-13782/0,6-22=-13782/0,6-23=-10085/0, 7-23=-10085/0,7-24=-10085/0,24-25=-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 to PR QEr 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 ' �� (NElO 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 ? ?i 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, W '9 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 8'kJ V lb down at 13-11-1,and 1027 lb down at 14-8-12 on top chord. The design/selection of such connection device(s)is the responsibility / of others. tr) LOAD CASE(S) Standard g, Cn '.(e;,.,401\1 � ly � � 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.007 Uniform VerLoads 10-4=-5,1-s=-50 �0 8ER 1��Q�©' Concentrated Loads(Ib) A HO\ Vert:9=-1027(F)8=1027(F)7=-114(B)6=-114(B)5=-114(B)3=-1033(F)2=-1147(F=-1033,B=-114)15=-114(B)16=-637(F) 17=114(B)18=-1007(F)19=-114(B)20=-1007(F)21=-637(F)22=-1027(F)23=-1027(F)24=-1027(F)25=-114(B)26=-114(B) EXPIRES:06/30/2015 December 5,2014 a t ®WARNISC-Vet:/ydesipnparameters gad READ fNE'S ON MIS AND INCILSEDMFFEKREFEERENCEM Nil.7473 sex/faint 4BEONEME 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' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Tell Qualify Criteria,DSB-89 and SCSI BuIlding Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if'Sauthern Pine(SP)Prather is specified,the design rmduar are.iirase/effective 061411,12oi.3 by AMSC r Job Truss Truss Type Qty Ply POLYGON R43360019 PL14-402 UPPER F03 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:52:24 2014 Page 1 ID:L2O9JJu6omRCBuYOhH V69uyFHbu-QLbzErcnaOAhEpBX3B HCJaOPe2uOR8CGfbiAl3yC0wb 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 L p 'k ) 4 3 1.5x3 II 3x4= I 1-9-4 I 1-9-4 LOADING(pot) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "*' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-9-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (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/FPI 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 �RtO PROreS 4$' *N I N,E 9 s"ry 870 2PE. 7 1'•0�,a,OREGO -"(15';'(‘' 2©O4'' �' BER -\\ —.0 A. HP EXPIRES.06/30/2015 December 5,2014 0 ®W4JWl?3-ye//y design parametars and RcAti WITS 0/,THIS ANC!KIM ED MIMIC REFERENCE PAGE/4//7473 see 1128/2814BEMUSE 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 141111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the a i�e'f° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.for general guidance regarding iV! R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine4SP)lumber is a t.the design eetrret are those egactrse 06/O1/201:3 by AMSC Job Truss Truss Type Qty Ply POLYGON R43360020 PL14402 UPPER F04 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 09:52:25 2014 Paget I D:1209JJu6om RCBuYOhHV69uyFHbu-uY9LRBdPLi IYszmjduoRmxYTS7tATZQtFSkHVyCOwa 11-0-8 II 2-0-0 1 Scale=1:37.9 3x4= 5x6= 1.5x3 11 4x4= 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 11 3x6 FP= 1.5x3 11 4x5= 3x4 11 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 a o i _ 0 N d o_/°##/° \ 0./.' N.9/ \SI. /°°°°°°°°°" \ / e 21 20 19 18 17 16 15 14 3x4 11 5x5= 4x6= 3x6 FP= 3x5= 3x5= 4x6= 3x6= 1.5x3 SP= I 22-2-0 I 77-2-0 Plate Offsets(X-Y)— [1:Edge.0-1-81 [21:Edge.0-1-8) LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (roc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.16 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.06 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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 ANSITTPI 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 ,ckt.O PRQ4s 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) C GINE c$'/ Vert:14-21=-8,1-13=-80 01 Concentrated Loads(Ib) Vert:22=-5(B)23=-5(B) Q 870 2PE N 7 �'l>, OREG N ZC? <C// ` A. HEWN EXPIRES:06/3012015 December 5,2014 a e ®WARNING-Varig desIgn parainEttrs sod REAS IC 7£S Cf/THIS AM 7#CtiX£O ldlT£YtiEF£R£tdE PAGE MIT J473 ex 1/2912014 tAS£ tin 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 IYI-�E'i�•. 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/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intormaiton available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 It Southern F PinetItilkonitair Is specified,the'design virtues are these affocth a 06/00/202.5 byALSC Job Truss Truss Type Oty Ply POLYGON R43360021 PL14-402_UPPER F06 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:26 2014 Page 1 ID:L209JJurtomRCBuYOhHV69uyFHbu-MkjjfXe26?OPT7LwBbJgO?TmTsZsv2BZ6vBHpyyCOwZ 0-j18 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 ■ o o a a o • a - e a a a e _ - a 42 0 d a i a S - ., a c a - e e e e a - e - e 41 a. 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 44-0 I 5-4-0 l 6-8-0 j 8-0-0 9-4-0 10-8-0 I 12-0-0 1 13-4-0 I 14-8-0 I 16-0-0 I 17-4-0 18-8-0 20-0-0 I 21-4-0 I 22-8-0 &5-121 1-4-0 1-4-0 1-4-0 1-4-0 140 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 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!nor YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:110 Ib 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 ocpurlins, except BOT CHORD 2x4 DF No (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 . PRQp 5 '.,,‘""\°(NE 9 sr�1- 870 2PE �, (ICI" h �;�T OREGON .t, Sct 41 ER 11� c ` A. HERN EXPIRES:06/30/2015 December 5,2014 t f AtfARNI/3-Yer.-tydeggriparamewro;Ad READ MESON THIS AN&f' T.U61SMIT£KR£FER£NKMOEt4ff.}473rex1125/JEI0BfOR£t/SE 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 a responsibility of building designer-not truss designer.Bracing shown Mil S for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibility of the MiTek* erector.Additional perm anent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY[ 1 fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)taussbet is enetifizd,the oeaign vmluts are these o last vt 06/01/2013 by ALSC Job Truss Truss Type Qty Ply POLYGON R43360022 PL14-402_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Tess Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:27 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-qwH5stfgtJYF5 Hw6lJgvxCOwdGv_eVRj LZxrMOyCOwY °ILI C'11-13 Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 J L _ _ _ , 121 J 23 o O 6 d N 0 0 20 O e DI Ip O o O , O 22 19 18 17 16 15 14 13 12 11 354 = 140I 2-8-0 4-0-0 5-4-0 6-8-0 { 80-0 I 940 10-8-0 111-1-8 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-40 0-5-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid 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. (lb)- Max Gray All reactions 250 lb or less at joint(s)19,11,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �, p PR Q GIN Nc. 4 EFR Sp144 -9 8 s 2PE � r ‘7.0�,QREGO I- �J Cb 48ER \� P� EXPIRES:06/30/2015 December 5,2014 9 0 ®WARNING-Veer dsxiyo Famine ten sod READ MIES GA MS /MZLS)FD HITEt REFERENCE PAGE Ma 7473 arc OW 2014 BLAMEtfSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �p Applicability of design parameters and proper incorporation of component B responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if544ethern Pine 4341lumbos is apaziftest,the.desigo yoltre3 aretheseeeactive06FQ3f2Oi.5 by AMSC Job Truss Truss Type Qty Ply POLYGON 843360023 PL14-402_UPPER F08 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:27 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-qWH5stfgtJYF5HW61JgvxCOxAGv6eVRILZxrMOyCOwY 1 2 3 4 Scale=1:13.0 — — 4- 10 0 N k9 ... ... .. .... ... .. 8 7 6 5 I 14-0 I 2-8-0 I 3-8-8 I 1-4-0 1-4-0 1-0-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-8 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. (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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �R'to PRQFe 4 cIN�fi•'?44" y 870 2PE / cp..., 7 j,OREGON q9,,Ili ASO .SOBER l\ A. Her` EXPIRES:06/30/2015 December 5,2014 41 , ®Iy4 J/7fTJ-Veri design raramersrs and REAL WITS OH MS AND iM A,'ED MITES rEF£k.T'M7E PAGE MILT 7473 me 1/25/2018 BE0 EUSE Mil, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding -leI`^ 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 tt Southern Pine IBP)lumber to used,the-design vetoes me effective O6/01,001.3 by SC Job Truss Truss Type Qty Ply POLYGON R43360024 PL14402_UPPER F09 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:29 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-nJPsHZgwPwpzKb3VsktNOd5Gs3bV OW?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 e 2 _ ❑ _ c a c ❑ it _ o a _ d - o ' 42 IN C y 0 q 0 9 0 0 41 ❑ ❑ ❑ n"n7\Rn,nnnn2v nnnAnnn nnw\nnnn 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-01 2-8-0 I 4-0-0 5-4-0 6-8-0 8-0-0 9-4-0 1 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 1 20-0-0 21-4-0 1 22-8-0 I 24-3-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (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. (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 ANSUTPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard v) PRope 44, 17 ct .87{? 2PE y4j, OREG N (6)©Lt/ A. HEN EXPIRES:06/30/2015 December 5,2014 t 1 ®t&ARNIMS-Ver/fy de_=igan raramefirs card READ NOTES ON THIS ANC iMIt/€D MT€K REF€REMa"i MME N3/7 473 rc c 1;/25/2(JL4 BEMBRISE 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 responsibillify of the -fe�C.9 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If&ouchan,Pine(SP)laamtasz 5s specified,the design.valuer are theta affectiue Dc/eIfzna.a byAl C 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:L209JJu6omRCBuY0hFIV69uyFHbu-nJPsHZgwPwpzKb3VsktN0d5He3ba60z?otQxQQyCOwW Off Scale=1:28.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 129. 0 0r. n, O �/O y O O O �/�/y O O O �/Dy O �/ O �/ O O • �XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/VCXXXXXXXXXXXXXXXXXXXXXXXX, 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 9-40 10-8-0 12-0-0 13-4-0 14-8-0 16-0-0 17-3-0 1 1-0-0 I 1-4-0 I 1-4-0 I 1-4-0 1 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I 1-4-0 I I I I 1-4-0 1-4-0 1-4-0 1-3-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL- in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 17-3-0. (lb)- 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 Gsk. 0 PRop 87022PE. / - �'A.. OREGt? \fv.., �✓ �b F48 ER 1': ©SA. H EXPIRES:06/30/2015 December 5,2014 B 1 ®VSNI? .Ver/trdealgn;.aanxfsra and READ 5SL"•SESON IIITS AND MUM MIRK REFEREN PAGE Maa7473ret,t/25/2014B 4fL+l£ 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 buikling designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction n the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !Y[ R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Tint Quatrly Cdteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 SafIf eSosixhaam Ptsseil&P)fomb epecinedtttaadesigrn entuas ore Those utfeeeeavt O&/OI/201.5 byASC 4. Cibus Heights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43360025 PL14-402_UPPER F11 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:30 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-FVyEUuhYAExgykehQROcYreSTTxgrrB91X9VyjyCOwV Scale=1:18.4 1 2 3 4 5 6 7 8 9 J _ _ — _ _ _ 20 0 d 19 .. .. ., e e e 18 17 16 15 14 13 12 11 10 1-4-0 l 2-8-0 I 40-0 5-4-0 I 6-8-0 8-0-0 I 9-4-0 9-9-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-512 LOADING(psi") SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.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 �,,V PRape n eco tiNGIN �SA, 870 2PE yto ,� 4!..„,,� OREGON if` 14/ 'P0 418ER \\ P� A,. HERS' EXPIRES:06/30/2015 December 5,2014 e t ®tTA.NL'S.Verityde/u pa:anm_ rs rust READ t37ES ON THIS AM€21/&ES b4YlEKREFETENCE PAGE/417 7473 reg.1/2512010 BETAE'i "" Design valid for use only with M7ek connectors.Thu design is based only upon parameters shown,and is for an individual building component. 141111 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 - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. R fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPI1 QualBy CrBenn,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern>Piave MP)tumbar is spacibed,the dasigts teafvts we trimsactive O8/O3/203.3 by Ali[ Job Truss Truss Type Qty Ply POLYGON R43360027 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:L2O9JJu6omRCBuYOhHV69uyFHbu-ji WciEiAxY3hauDt_9vr52Ab4tDIaBXIGBv2V9yCOWU 0-1-8 H I 1-6-0 I i 2-6-0 Scale=1:30.0 4x4= 1.5x3= 1.5x3= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 7.0. N.0, 7 .4„N 7 N 4 i 4 4 4.... e a e a i15 N- - _ - 0 0 N14 o a ir.,A 12 11 10 9 1.5x3 I I 4x5= 3x5= 3x5= 3x4 = 17-3-0I I 17-3-0 Plate Offsets(X Y)— [1:Edge-0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.07 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.11 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:88 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18 Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling-directly applied or 10-0-0 oc bracing. 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 5� :11PNRE :: f019 87022P'E <' 7 A4,,OREGO e©4.�� C'©0SMBER 4\ pr A. HE EXPIRES:06/30/2015 December 5,2014 k t ®ItAANf3t5-Yeeydolga;wan*6rsand READ ICTES ONTHIS ANC I7/T1/OEOMTV(AEFEF.ENEPAGE#IT7473iso1,/29/214BEMUSE lY 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 Frei (' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Coos Heights,CA,95610 1f S+uathern Pine ISP)Isurr tee to spsas xct niru desige values anu those affastsue 06/C8/801S 1ryALSC Job Truss Truss Type Qty Ply POLYGON R43360028 PL14-402_UPPER F13 Floor 11 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:32 2014 Page 1 ID:L2O9JJuGomRCBuYOhHV69uyFHbu-Bu4_vaioirBYC2o4XsQ4eGjkfHVkJaVSUreclbyCOwT p-10-81 2-8-0 0-111-8 Scale=1:41.2 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 21/ �N ; v ;vvv a.7 A 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6 = 3x4= 24-3-0 I 24-3-0 LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (lac) 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/TPI2007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.t&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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1712/0,3-4=-1712/0,4-5=-3137/0,5-6=-3137/0,6-7=-3331/0,7-8=-3331/0,8-9=-2298/0,9-10=-2298/0, 10-11=-2298/0 BOT CHORD 18-19=0/522,17-18=0/2564,16-17=0/2564,15-16=0/3375,14-15=0/2956,13-14=0/1307 WEBS 11-13=-1620/0,11-14=0/1227,8-14=-816/0,8-15=0/464,6-16=-294/0,4-16=0/710,4-18=-1056/0,2-18=0/1474, 2-19=-1167/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard txGI • 87022PE r" c%)'.© EGO if,) „,40 'S� $EP O1 A. He ".n EXPIRES:06130/2015 December 5,2014 1 W ND4S-VertytterrIn parameBrs 4-:.d READ P/)TES ON MS fsM)mama NNW REFESEEMz PAGE MT1 7 413 r£s 1/i5/2(4BFF08E)/S5 Design valid for use only with MTek connectors.This designs based only upon parameters shown,and is for an individual building component. ' Applicability of design parameters and proper incorporation of component i responsibility of building designer-not truss designer.Bracing shown '` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the p rY!�TeR- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding l fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crlteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern Pine OP)lumber is specified,thez£a£ign-vatue£axe these effective 06J172f2G13 by MSC 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 MTek Industries,Inc.Fri Dec 05 09:52:33 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-f4eM7wjRT9JPpCNG5axJATGulggn21 ubj VO9Z2yCOwS 0-1-8 H I 1-1-12 1 2-6-0 Scale=1:41.7 4x6= 3x4= 3x4= 3x4 = 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 _f if 3 - o - a i e "IN a d a V7 V7N.. � 2 NN �m� e - rte, 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(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 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 Ina 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 I LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=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=-274/0,416=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 ti�EO PR QF�s �c"� tico NGI E �So 42 870 2PE N / +`r' 1y g. SAT QREGO rn:' 11., 0 F,q BER 1\ Os, HEY' EXPI RES:06/30/2015 December 5,2014 t e ®IMN/MS-%tufydeuiin paaaleers and READ WM''S ON IMPS AND D1/ED NFTEK REFERENCE PAGE Mif 7473 mc.1,125/2614 affillEUSE 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 1th is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M-Tek° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Cdferfa,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 If5mutdsmvr:FuseOP)tarmtxer isspecifeed,the dJeaige values are ttsatt effective O6801/2013 fryA SC 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 1.6x3 II 0-10-6 j 2-6-0 1.5x3 1 2 3x4= 3 Scale=1:13.0 -_ II II MIN Ir III 7 II/I 1.5x3= :i ll o , R N 111' 1.5x3= Ill WWI SINN 6 MI NMI 5 AlI 3x4= 3x4= 9-1133-9-0 a1- 3-7-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid 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. (lb/size) 4=154/0-5-4 (min.0-1-8),5=154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard tp PRpFF6,, �..;,,,\,,,e,,,,4....6, ,,,,,, �� 870 2PE tNt y��4>, OREGO ` k H - EXPIRES:06/30/2015 December 5,2014 I A KAM,MMSJ-Verily deaiau;.•a.anxstirsandREAD NOTES ONTHIS, MIMED M/TEKREFEsEM3SPAGE MU.1473icc 2/25/2010BEs?9Ei/SE Design valid for use only with Mgek connectors.This design is based only upon parameters shown,and is for an individual building component. MI �}* Applicabifr y 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 Mile ll* 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 Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ftteutfxesn Pine(SSP)lusntnae is specified,the deaagn vxta,rss are dune effective o6/e1/3013 by MSC Job Truss Truss Type Qty Ply POLYGON R43360031 PL14-402_UPPER F1B FLOOR 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:34 2014 Page 1 I D:L209JJu6omRCBuYOhH V69uyFHbu-7GCIKGk3ETRGRMySfHSYho3D4ALnUuly97i5UyCOwR 0-8-4i 2-6-0 Scale=1:41.8 4x6= 1.5x3 I I 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 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 *NNi / ! IN 10##V .NNt 1, -NN... .." N.2 9 9 •O 19 18 17 16 15 14 13 4x4 = 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 23-11-4 I 2411-4 Plate Offsets(X.Y)— 119: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 0.26 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 lncr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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/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 tiRt0 PR QFFS Q 87022PE / 9 �Aq ,x OREGO , 440N C� ER ��' " Ati1B. HERA EXPIRES:06/30/2015 December 5,2014 c i ®WARM%a-Veriftde=:yn;atamewrs and READ t MES OilPiliSAND€i#S.I iE1)NITER'REFERENCE PAGE MIT 1473reci,/24/2(kld0ER ELISE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek R erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1Y' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qually Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 # Information Tss crowd. t Institute,781� am ti Street,Suite Lie O6 DSJ�IS by M2S314. Citrus Heights,CA,95610 Job Truss Truss Type Qty 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 bTm7Xclh_mZ73WXeDnFuLBWUZkW29uBptGewyCOwQ 0-1-8 [ 11212 1 2-5-8 I 2-6-0 I Scale=1:27.9 3x4 I I 1.5x3 II 1.5x3= 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 45 6 7 6 5 ®JJ e L -7-No. 0 7 0 3 4 .. - 13 f 11 10 i 1.5x3 II 3x5= 3x5= 354= 3x6= 0-7-4 5-121 I 16-0-17 I 5-12 15-5-8 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/defl lid 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/TPI2007 (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 PR 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '+t ��e Uniform Loads(plf) )NE 1 Vert:9-13=-8,1-8=-80 �.�G � � Concentrated Loads(Ib) "-AsV Vert:10-400(F) Ct. 87022PE E 7 -0,, OREGO r)='4� b �i�6ER 4� EXPIRES:06/30/2615 December 5,2014 4 _ 5 ®Gf45)4 i-YE y 1e_=finparameters andR:AEl 7PS 0A THIS AM MUM D MIRKfl€€€4€h F 1427 7413 c 1/29/2f1 BECAME§€ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Qua01y 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. Ci0us Heights,CA,95610 IfS other,.Pine MP)lumber is sprat Wrest the design uatuxs SCE th b!effectivcoG/oa/a381ryALSC Job Truss Truss Type Qty Ply POLYGON R43360033 PL14-402_UPPER F18 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:52:35 2014 Page 1 1 D:L2O9JJu6omRCBuYOhH V69uyFHbu-bTm7Xclh_mZ73WXeD_nFuLGm Ucf WLKuBptGewyCOwQ I 1-7-0 I I 2-3-0 I Scale=1:19.4 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3= 1 3x4= 2 3 4 5 6 e 12 a N _ 11 of e v 11. 9 8 LLLLLL3x5= 3x5= 1.5x3 II 3x4= I 11-2-8 I 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 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 IBC20121TP12007 (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. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-480/0,1-2=-391/0,2-3=-391/0,3-4=-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 ç0 PR Ores, 444 87022Pf i cv y _.'"0 OR GON ,,40 CI) "7 ER \ P `s A. Head EXPIRES:06/30/2015 December 5,2014 I f AWAPJri -Verydexiynpuruu wrsaaiREADS37ESONTHIS:me Raoul M€7EKREFERENCE PAGE WI7473rex,1119/2l_l8 BEUIEUSE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and n for an individual building component. �p Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 6 ' Q ' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IXB fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPl1 Quatly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Saasttrern pitretSP)tsarrtier is soatifieNd,tile tffcsigrr uafuxas arelitrasa arfestise 06flUf2013 dr9MSC 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 5 Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:36 2014 Page""1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu 4fKVIyIJl4h_gf6rmuQ iV0o6KutwFP51 PScpAMyCOwP 0-1-8 H I 1-7-8 I I 2-6-0 I ape Scale=1:38.2 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x6= 1 2 3 4 5 6 7 8 9 10 11 O 0 .9o m D e , 22 Z V V d N 1 ' 21 IM titill 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= 2278 22-7-8 Plate Offsets(X.Y)— [1:Edge 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 0.22 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.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 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 ��''Sk RRQ Fsco ‘4Gitki4. s 144 -7 4 87022P, r 9i h �A�F R GON X24 4CV Cr OBER • P� S' A. HE. EXPIRES:06/30/2015 December 5,2014 a m ®FYAkAll..a-t'ar;:'ydas hparameters nod READROTES 04THIS ANL s/8/IL//E4?dI'f£.' FE/lIIE/CEPAGE ler 713>;icJ/28/Za^ISBf ltEt$E Design valid for use only with Muck 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 [Yf- �.R�_ 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/TPl1 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 if southern a(SP}tumber is specified,the drmi6er talkies are those effective 05/01/2083 tryALSC Job Truss Truss Type Qty Ply POLYGON R43360035 PL14-402_UPPER F22 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:38 2014 Pae 1 ID:L2O9JJu6omRCBuYOhNV69uyFHbu-02RFAdnZHhxiwzGDu7XUtXznshbpjMlKtm5wEFYCOwN 00-9-41 2-6-0 I 0-11.48 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 114x4= 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 ®o a 57 e - , 1 0 21 I o - / NN �' Y N 20 19 18 17 16 15 14 13 4x6 = 3x8= 3x6 FP= 3x5= 3x5= 3x5= 3x10= I 24-6-4 I 24-6-4 Plate Offsets KY)— [1:Edge 0-1-8] [12'0-2-0.Edge].[20'0-1-8 0-1-8].[21'0-1-8 0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.15 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.24 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.05 13 n/a n/a BCDL 5.0 Code IBC20121TP12007 (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=-210210, 7-8=-2102/0,8-9=-1468/0,9-10=-1468/0,10-11=1468/0 BOT CHORD 18-19=0/314,17-18=0/1604,16-17=0/1604,15-16=0/2123,14-15=0/1874,13-14=0/856 WEBS 11-13=-1044/0,11-14=0/758,8-14=-503/0,8-15=0/282,4-16=0/452,4-18=-668/0,2-18=0/930,2-19=-729/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1129 lb down at 24-2-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard aCO PR oCF 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 tCON( is Uniform Loads(plf) N. OA c7,4? tS'f0,,_ Vert:13-19=-5,1-12=-50 Concentrated Loads(lb) 4' �b nGP t� Vert:12=-1129(B) 5. SATOREG N tiz) O r,43 43 & H - EXPIRES:06/30/2015 December 5,2014 4 1 ®14A/(NfMSi-Verify design pram mrsaadREAD//IESONIICSANOmama NITEKREFEREMEPAPEt47f7473rc1/28/28189E UST Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. II I.1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M- ek` 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/1PIl Quallly 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 fl Southern>Pine)SI)lzereheris ntnec fed,the de%rge..ualares are those effective 06,111112[113 byJktSC 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 0952:38 2014 Page 1 ID:L209JJu6omRCBuYOhIiV69uyFHbu-02RFAdnZHhxiwzGDu7XU0(zpEhggjTAKtm Scale=5WEFyCOWN 1:17.5 1 2 3 4 5 6I 7 8 9 JL° D D O L 'D D L d N O 9 O O F ♦.♦♦♦.♦...♦♦..♦.♦.♦.♦♦...♦...♦♦♦♦............................... 18 17 16 15 14 13 12 11 10 10-7-8 10-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/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 ;�,pti� PRO �s ct 87022Pf r yi h r fiA,,,, OR GON fl,Qui 0; --P $'.48ER 1\, +.9A A. HP EXPIRES:06/30/2015 December 5,2014 i t ®Pf+f/r7 -tied;idxs4nraramemrsand READ KIES MINIS AND 7KILL€F1MTV(RF€EF€FMEPAGE MU 7473 rev.1/25/20/4 BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the !Ariel(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 Quallly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Strut-hem Pisse ISP)lumber is spasifi d,chedesign,'atoers are:those etfectiveO6/031201.3 byALSC Job Truss Truss Type Qty Ply POLYGON R43360037 PL14-402_UPPER F25 Floor 6 1 Job Reference(optional) Pacific Lumber&Torso Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:52:39 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-UE?eNzoB2?3ZX7gQSg2jQkWxf5unSnMU5QrTnhyCOwM i_ 1-5-0 II 7-6-0 I Scale=1:38.7 1.51(3 11 4x4= 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 11 3x4= 3x6 FP= 4x4= 1.5x3 11 1 2 3 4 5 6 7 8 9 10 11 iv _ VI.4.,4\iiiN?7 ,7 :7 egij i I� d e m e e e 0 18 17 16 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 3x6= 3x5= 3x6= 3x4= 1 22-2-0 1 22-2-0 Plate Offsets(X._)— I1:Edge 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) l/defl Ud 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/1101 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 (ockt,D PR Ok fid, f 870 2PE t` ,� c% .GREG N rye O4/ EXPIRES:06/30/2015 December 5,2014 ► A ittunc, 4'P0':fyztes)yn parameters and READ/CRS ON THIS MD matzo 1,01EKREFERENCE MGE HU 7473 me 1/25/20/8 BP-3<T€t{SE •• Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Bj A-T�/,.R* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYB 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify 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. Cams Heights,CA,95610 1f Skwthe a Abse OP)Bomber is specified,the design Vaive&are:tlresa effective O6/O3/201;3 toy MSC Job Truss Truss Type Qty Ply POLYGON R43360038 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 09:52:40 2014 Pager ID:L209JJu6omRCBuYOhHV69uyFHbu-yQZObJpgpJBP9HPc?YZyyy27xVKJBNMdK4a1JByCOwL 1.5xi II - 2-1-4 2-6-0 T15x3 II 1 2 3x4 = 3 Scale=1:12.9 J � 5 4 3x4 = 3x4= 1-B 0-1- 4-10-4 I 0. 4-8-12 LOADING(ps() SPACING- 1.7.3 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.08 4-5 >745 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except BOT CHORD 2x4 DF No,1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=208/0-2-0 (min.0-1-8),5=208/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 PRoFk- c, �31NEzc9 7 8 s 2PEr < y ), OREGO ��cr '"PCbs, 8EB ` A. Heb EXPIRES:06/30/2015 December 5,2014 4 e W4RNT.4`-Veer design rardriX ters acd READ i 3e'S ON THIS AND INCLUDED MIEN tsEFEtsEM.s MGE ma 7 473 rex 1125/2014 115E Design valid for use only with MiTek connectors.This designs based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 6�'�� + 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/TPl1 Qualify Criteria,DS8-89 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 atsauthemPine(SP)lumbar iseporifad,the designeaa sartrls awzta0&/01/2OL9byRISC Job Truss Truss Type Qty Ply POLYGON R43360039 PL14-402_UPPER F28 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 09:52:41 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-Qd7OofpSacJGnR_oZF4BV9bGCvZZwfynZkKarayCOwK 1 1-3-4 1 2-6-0 1 Scale=1:42.8 1.5x3 II 4x6= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4=3x6 FP=1.5x3 I I 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 mila9 O T 19 18 17 16 15 14 13 3x4 = 4x8= 3x6 FP= 3x5 = 3x5= 5x6= 3x4= 1.5x3 SP= I 24-6-4 I 24-6-4 LOADING(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(LL) -0.40 15-16 >728 360 BCLL 0.0 Rep Stress lncr YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1073/Mechanical,19=1073/0-3-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1902/0,3-4=-1902/0,4-5=-3280/0,5-6=-3280/0,6-7=-3426/0,7-8=-3426/0,8-9=-2345/0,9-10=-2345/0, 10-11=-2345/0 BOT CHORD 18-19=0/735,17-18=0/2731,16-17=0/2731,15-16=0/3494,14-15=0/3027,13-14=0/1331 WEBS 11-13=-1650/0,11-14=0/1256,8-14=-846/0,8-15=0/494,6-16=-265/0,4-16=0/680,4-18=-1027/0,2-18=0/1447, 2-19=-1268/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �R> p PROF" sS Co ',NG�NEF,9 ✓©244, 9 Q 87022PE// r' d Citi 7 5. X10.,,, OREGO t}, 4/ A. HE EXPIRES:06/30/2015 December 5,2014 t f ®itways.4%14 design parameters attd REV PAC.TES ON THIS AND INCLUDED MITEK PIFE.5€N:7 PAGE MIT 7473 re c 1,11912014 BE:MEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. IVIIN.. Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown R��l is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilliity of the IYIT ek= 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/TPR 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 S.mutherrsiaiare('SP}bxnber is spetified,.the etesi xi-Mum arezhmu effastsxe 0Ef01/21113 by ALSC Job Truss Truss Type Qty Ply POLYGON R43360040 PL14-402 UPPER F40 FLOOR SUPPORTED GABL 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:41 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-Qd70ofpSacJGnR oZF4BV9bK?vhRwgQnZkKarayCOwK I 1-0-8 1.5x3 I I 3x4= 2 Scale=1:13.2 0 0 4 :.; 1.5x3 II 3x4= •q• 1-3-8 0-.3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress[nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (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 tIVCI PR ore eco NE S '&*2-y ct 8 • 2 P E to is 1Y y A), OREGO *L54.7) 4v Clots, Lc4ir 4s� 4 A. Nev., EXPIRES:06/30/2015 December 5,2014 kMANI ,°fJ.Verify ddevign rammefsrs nod ERASN)s'FS Ot/THIS AND 7tUI/EE NfTEKREFEFE.ACE PAGE 1471 14131m 1,124/20149fc3/EUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �x Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M#Te ^ 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 Quarrly Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)lamieav is specifred,tiiadesigns vetoes arethese e£fect:ie OG/01j5013 byitLSC Job Truss Truss Type Oty Ply POLYGON R43360041 PL14-402_UPPER F41 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:42 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-uphm??g4LwR7OaZ?7zcQ2N8VgJ1hfHgwoO37NOyCOwJ 0-11-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 o N N •• 4 1.5x3 II 3x4= ... 1-2-4 0-.3 1-2-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PROF Co' GINE .870 2PE. OREGO [Q 048 ER 11 P� 6A. HE EXPIRES:06/30/2015 December 5,2014 9 _ 4N7f -Verify des*warmers and READ NOTES CYIfHPS AND MaLUDMYTE(FlEFEFlFJsC PAGE HII7473ma.t/EDI 21r(DFDDEt#SE 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 Bt '` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek fabrication, Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 SFSauchasn.Fine SSP(tumbee io specified.tine dedgo vukuwc are those effactive 0S/01(2013 byAtSC • 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 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-uphm??g4LwR70aZ?7zcQ2N8VEJ1dfHgwoO37NOyCOwJ 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 4 1.5x3 II 354= 0 1-9-4 0. 1-9-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (Mc) I/deft 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. (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 ctO PRQFe— 8 s 2PE ,9r OREGO i 3 OWE S�Q' BER 1\ A. HER EXPIRES:06/30/2015 December 5,2014 ®WARM,V5-Ve,d/ydxutyrtpaarnetstsaxiREAD QTES GtrMIS AND ZSK3.LED MIMIC REFERENa Pia mu 7473 m 1125,i2V4 BEMUSE Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■f� e + erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,009-89 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 IfSouthernPine ISP)lumber is specified.,the design values are those effective c)e,o1f21313 by/MSC 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 I D:I209JJu6omRCBuYOhHV69uyFHbu-M?FBDI.ri6EZ_Ok8Bhg7faaggm i NxOkv302phwSyCOwI 1.5x3 II 1 4x4= 2 I Scale=1:13.3 L� 0 0 N 1 a ,..- 4 3 1.5x3 II 4x4= r•r 0-11-0 i 0-r 2 0-11-0 Plate Offsets(X.Y)— fl:Edae.0-1-81.f3:Edge.0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/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. (Ib/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 ANSUTPI 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 )*kV PR OFFS, 87022PE N -�'�A� OREGO el14/ "P ©S A. NE04 EXPIRES:0613012015 December 5,2014 0 WAANIM3.Yer.'ydcu)gnparametsrsaniREAP IR`EESONTt1ISAM maimPfITE!CtsEFEREMEPAGE MIT 7073reg.1;29/2d28BECAME 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 f' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,YB R. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPit QuaBty Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available If nern.Pime(SP)tuestser Isco ru/wi,this Institute, u N.ree TStreet,fastive2 Alexandriby MSC a, 22314. Citrus Heights CA,95610 Job Truss Truss Type Qty Ply POLYGON R43360044 PL14-402_UPPER F44 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Dec 05 09:52:43 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-M?F8DLri6EZ Ok8Bhg7faaggfiNwOkv302phwSyCOwl 0-10-0 1.5x3 I I 1 3x4 = 2 Scale=1:13.2 • o 4 `' . N 1.5x3 II 3x4= I r r 1-1-0 0-r 2 1-1-0 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) 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/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 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. (lb/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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard +i\to PR OE ivy tiN /0 `t 870 2P'E � 04/ 4%.;,, OREG N (L�Q1U EXPIRES:06/30/2015 December 5,2014 4 t ®W4JWIf/S-Verify de:iyspararcwmrsandREAD icTES ONTHIE ANL INCLUDED MZ EEFERENCEPAGEMa7473am1;/Zlt/2015 ". 'LE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �~ Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the -Tek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M(Yl R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 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 t sotfreasMae(SP)c�,mberissr sa t.tI des tuesare theta mlassaneoG/O31201sbyUBC • Job Truss Truss Type Qty Ply POLYGON R43360045 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:L209JJu6omRCBuY0hHV69uyFHbu-M?F8DLri6EZ Ok6Bhg7faaggliNuOlw302phwSyCOwI I 1-3-0 I 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 4 4 447 00-t 1..5x3 II 3x4= 1 -0 I 1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/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 � �,`tp PR QP's 44.: '57�G�ycINt~fi f02v 2 870 2P r to M . NI y -0)., OREG 111 elc, 40 CLOG BER 1\ P'‘ A. Hex-- EXPIRES:06/30/2015 December 5,2014 4 ® A.Es tA".VerifydesinpaanitfursuAdRE4PfCIFSCNTHUS MOO MIMIC IEPEREMEPAGE ma 7473ses1J25129I4BSt3/4ElISE �" 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 11f�T 1�° erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MVS 1 R fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/7911 Quality Galeria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 SafeB#�utbnm Pineot3PJ3eulber is specified.thelsledge values are theset,Suect**sue {05/201.by MSC 22314. Citrus Heights,CA.95610 Job Truss Truss Type Oty Ply POLYGON R43360046 PL14402_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:L209JJu6omRCBuYOhHV69uyFHbu-rCpXQhsKtXireujNENeu7oDre6jB7B9DFiYESvyCOWH 7x10 I 1 2 Scale=1:13.3 4 3 7x10 II 0-9-0 0-7-4 o-8-4 0-7-4 Plate Offsets Q(.Y)— [1'Edge.0-1-8].[4:Edge.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) 1/deft Ud 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 ,EO PRQ, N 'iNEfi9 Vy� 87022PE ry< u' �'"0.,,,, DREG•N ° <t/ os A. HEa�'A EXPIRES:06/30/2015 December 5,2014 e VAND6Near desip parwne&rssodREAS!CMS ONMSA9D MUM EDMIRK PIEFERENC.EPAGE 11177473rcr,1/2E/2018BffMkms' Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the � erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYE1Yi 1!QIC fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1711 Qualify Criteria,DS11-89 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 ii keutherrs Pine OPT lurribff ixosecsfled.the design values afe.1:11 affective O031/2.¢713 tryALSC m. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Pro ert 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths p y Damage or Personal Injury 1 /4 I (Drawings not to scale) offsets are indicated. r�� Dimensions are in ft-in-sixteenths. 11140‘,. Apply plates to both sides of truss 1 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. IIIIIMMIEMI 2. Truss bracing must be designed by an engineer.For 1/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I pbracing should be considered. _ O 3. Never exceed the design loading shown and never r � :IC( �� Ustackmaterialsoninadequatelybracedtrusses. 1 ill 1"rill 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 s ••7 cs-o 1— designer,erection supervisor,property owner and plates 0 'a' 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 exceed 19% moisture content fabrication. PLATE PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that i� Indicated bysymbol shown and/or SYP represents values as published specified. i� by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ME reaction section indicates joint 17.Install and load vertically unless indicated otherwise. MINII number where bearings occur. Min size shown is for crushing only. ►_. Eli MN lig 18.Use of green or treated lumber may pose unacceptable �_ environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. a Te SCSI: Building Component Safety Information, 6 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