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Specifications (12) tit ST,&UIG s--3.2..6 51v TLr. s,tt MiTek0 MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-402_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43360017 thru R43360046 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. t,0 PRppe, 8 t 2PE p N fi�l OREGON ctflAO 'A0 'OBER AN 0,9 A. Ht-Is EXPIRES:06/30/2015 December 5,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Oty Ply POLYGON R43380017 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:L209JJu6omRCBuYOhHV69uyFHbu-UzUCp9bX2nwz?W19ymFkE9J_rFCAzBB_BHD4gAyCOwd 3x6 h 1-3-4 3116 II 1-6-0 I 3x6 11 1 6 2 7 3 Scale=1:13.1 0 0 ,Zr S X r 5 4 6x6= 6x6= I 3-3-4 1 3-3-4 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 5 "`• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.00 4-5 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.23 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:31 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=1026/Mechanical,4=1154/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-278/0,3-4=-511/0 BOT CHORD 4-5=0/590 WEBS 2-4=-868/0,2-5=-947/0 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard 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(pit) 0 Concentrated Vert 6=a 1007(F)7-5--1007(F) �Co �� '�y �/ 4� 870 2P -7r yAj, OREG N ti� q-� 'A0 06�'�BER 1� EXPIRES:06/3012015 December 5,2014 i 8 ®l6ARNT/Ra-Ver.'/y design rararw mrs and READ I /ES 51/THIS AM T aLCEl/rt) K RE€TRRN:E PAGE MIT 7 473 9c 1/25/1614 WORE u5R Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing-consult ANSI/P11 Qualify Criteria,051-89 and BCSI Binding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ff5notlaere Pine tSifit tsarsber is efssc&6ed,the design vetoes ere thou ctive /0112013 byAt.SC Job Truss Truss Type Qty Ply POLYGON R43360018 PL14-402_UPPER F02 FLOOR GIRDER 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:23 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-y91a0Vb9p42gcgcLWrmzmMr44eNUiZT7QxzdCdyCOwc 1- 1-2-0 1 1-9-0 I Scale=1:26.3 2x4 I I 5x10 = 1.5x4 II 3x4= 1.5x4 I I 3x4= 1.5x4 II 5x10= 3x4 I I 2 15 3 16 17 18 4 19 20 5 21 22 6 23 7 24 25 8 26 9 / / - 0 -"N a N f o I r 13 12 11 4x8 MT2OHS= 6x10= 3x8= 6x10= 4x8 MT2OHS= 1 14-10-8 I 14-10-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (lac) I/defl Lid 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 Incl 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. (lb)-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 strongbadcs,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to „t8 PR Ope 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 CO N6,1 4- ,/Q 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 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, 4 "9 1027 lb down at 9-7-11,114 lb down at 10-8-11,1027 lb down at 11-2-14,114 Ib down at 12-3-14,1027 lb down at 12-10-1,and 114 87022PE 1--- lb lb down at 13-11-1,and 1027 lb down at 14-8-12 on top chord. The design/selection of such connection device(s)is the responsibility f of others. .- t!? LOAD CASE(S) Standard S. Co � O p kt 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ^t>,, 4 Uniform Loads(plf) Concentrated Loads(b)1 9=-50 �{}S,4. ck�� 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 4 d A WA1NIM-Vererdesipa taamantars and READ NOTES ON MS AM MIMED HHTE.Y REFERENCE PAGE NP7 7473 res f/1t/28148aINEt Design vadd for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual budding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Marek' fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/1811 Quaiily Criteria,DSB-89 and SCSI Bufding Component 7777 Greenback Lane,Suite 109 Safety Intormalon available from Truss Rate institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95810 rfteratisern Pint tap)Aunher is wed,the design vetoes airs-them effective o&#OSf3O1.3 byMtSC 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 MiTek Industries,Inc.Fri Dec 05 09:52:24 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbu-QLbzErcnaOAhEpBX3BHCJaOPe2uOR8CGIbiAl3yCOwb 1-6-4 1.5x3 II 1 3X4 = 2 Scale=1:13.2 4 3 1.5x3 II 3x4= 1-9-4 1-9-4 LOADING(pst) 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/TPI2007 (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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TP1 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 cktO tiNG GINE sfo �C? Q $70 2PE. 1S 7 A.()REGO tL�4�v sER ©s k HERyP EXPIRES:06/30/2015 December 5,2014 f AWA6N€MS-tVx//fdesiga piarantecers sue READ RG7FSGMTHIS AND ThiaLZEDMITEC4EFEEReECEP4GEff717413meI;25f2GId DEONEUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown hill 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 bolding designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdterla,DSS-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Southard Pine tSP).Suenbez is specified. design es r sME os�/a*J 13 byAMSC Job Truss Truss Type Qty Ply POLYGON R43360020 PL14-402_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Tmss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:25 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-uY9LRBdPLilYszmjduoRmxYTS7tATZQtFSkHVyCOwa 11-0-8 II 2-0-0 I Scale=1:37.9 3x4= 5x6= 1.5x3 II 4x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x6 FP= 1.5x3 II 4x5= 3x4 I I 1 2 3 4 5 6 22 7 23 8 9 10 11 12 13 i \2 ••••••••••/44\ 0 /000„, No z w.\\2. m e "0/,.x_ a d N O e ... O O O D 21 20 19 18 17 16 15 14 3x4 II 5x5= 4x6= 3x6 FP= 3x5= 3x5= 4x8= 3x6= 1.5x3 SP= I ?2-2-0 I 22-2-0 Plate Offsets(X.Y)— [1:Edge 0-1-8].[21:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) -0.16 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.26 16-17 >999 360 BCLL 0.0 Rep Stress lncr 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 ANSI/TPI 1. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5 lb down at 10-6-12,and 5 lb down at 12-11-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Deadn Floor Loads (balanced):Lumber Increase=1.00,Plate Increase=1.00 `�; .'SI (9Unifor /� Vert:14-21=-8,1-13=-80 �. 4 Concentrated Loads(Ib) 414 2.9 Vert:22=-5(B)23=-5(B) 4 ' 870 2PE r 7 -0 ©REG 4 �� 9 4BERS\ �-\ S 4, HE. EXPIRES:0613012015 December 5,2014 41 A AWAkf4T41a-Verify designparameters and REAR/CRS OXTHIS AND MUDS REFERENCE PAGE 1411.7473 reg.1/29/28IBBLOff NDE ~ Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an indvidual building component. 11 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 B fabrication,qualify 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. Mims Heights,CA,95610 6-5 ahern Pinse(SP)lumbrear is 2 t%s*design if2#ues are those eftasmre 06/01/2033 byAt5C Job Truss Truss Type Qty Ply POLYGON R43360021 PL14-402_UPPER F06 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:26 2014 Page 1 . ID:L2O9JJu6omRCBuYOhHV69uyFHbu-MkjjfXe26?QPT7LwBbJgO?TmTsZsv2BZ6vBHpyyCOwZ 0-0-8 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 I IB 42 N BB 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-40 1 2-8-0 1 4-0-0 1 5-4-0 1 6-8-0 1 8-40 I 9-4-0 1 10-8-0 I 12-00 1 13-4-0 1 14-8-0 1 16.00 1 17-40 1 18-6-0 1 20-0-0 1 21-40 1 22$0 5-12� 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-01-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 b-9-12 LOADING(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 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-5-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. . LOAD CASE(S) Standard ,i1/4£p PR Ore co t‘eINE /0 870 2PE N y '3",,OREGON ti� tU O BER 1\ ,® ©S A. H EXPIRES:06/30/2015 December 5,2014 E t A€FARAmff-tleardesisppumo*forsa«dRat)7 TESOttTHIS ANSINCI4EoMTTE('REFERENCE PAGE 1117-7473rd/29/2014WFO?#£td§E mll. 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 S 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/TPI1 QuaBty Criteria,DSB-89 and BCSI BuBding 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 1ttmuthe Pile )launbee is spec ed.thedesign este.are there e#ective 08./03/8013 tay.AiSC Job Truss Truss Type Qty Ply POLYGON R43360022 P114-402_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:27 2014 Page I I D:L209JJu6omRCBuYOhHV69uyFHbu-gwH5stfgtJYF5Hw61JgvxCOwdGv_eVRj LZxrMOyCOwY CY-13 °11-13 Scale=1:18.4 1 2 3 4 5 6 7 8 9 10 0 0 o e to 0 21 23 o 0 0 6 N O 0 2D . _ — _ — _ e 0 o e ro- e- 22 • . . . . . i 19 18 17 16 15 14 13 12 11 3x4 = 1-4-0 I. 2-8-0 I 4-0-0 5-4-0 I 6-8-0 8-0-0 9-4-0 10-8-0 111-1-6 I 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-4-8 LOADING(pe() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft 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. (Ib)- 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(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)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 REO PROF �G, GINE s(J. 8 $ 2PE .-.7 ‘1:-'0�, ©REGO rL�h Is .1i" 44BER A.• \ P� SA. Nt'' EXPIRES:06/30/2015 December 5,2014 ®€YARNII?...vst y design purdmefin rad t#EAA WITS out MIS ANO MOB MIRK REFERENCE#iris€Mit 7 473 eg 1,12912014 8 E MfUSE —_ Design valid for use only with M7ek connectors.This design h 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 6 the responsibillity of the R �y"�iR• erector.Additional permanent bracing of the overall structure is the responsibility of the butding designer.For general guidance regarding !Y{ i 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 S#Saaaisere+.Pine liSPI lumbar is!paced,the designvalues are tunas PYfeetive 06/1711(2O1.3 tsyALSC Job Truss Truss Type Qty Ply POLYGON R43360023 PL14-402_UPPER F08 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 09:52:27 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-gwH5stfgtJYF5Hw61JgvxCOxAGv6eVRj LZxrMOyCOwY 1 2 3 4 Scale=1:13.0 J — — -- 10 _ o _ o 9 • ......... .. . . •...• ' 8 7 6 5 1-4-0 2-8-0 3-8-8 1-4-0 1-4-0 1-0-8 LOADING(pst) 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. (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 SktO PROpfisL� 4NG)NE�is) Q�9 cc 870 2PE 11‘ ^0),OREGON 19©k/ On E'ER A Hes; EXPIRES:06/30/2015 December 5,2014 i I ®KARAMMT-t r tfdesign raramoers aad REAR PC TES CN MIS AND INCLUDED NPT£.Y 11EMEME i ff1l}473 rot,1,12512V4 DETTREU USE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M-TL k" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuoBly 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,95810 II Southern.Ptrse fkp)lumber is specified„the designs YAWLS are:ttsase affective 06/01/21313 by MSC 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 5 Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:29 2014 Page 1 ID:L2O9JJu6omRCBuYOhH V69uyFHbu-nJPsHZgwPwpzKb3VsktN0d5Gs3bV\60w?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 o 9 0 e e e @ 0 0 0 9 o o m o o cj o a e d42 0 N _ _ _ _ _ _ _ _ _ _ _ _ _ 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= l 1-4-01 2-8-0 4-0-0 5-00-0 6-8-0 8- 0 I 9-4-0 10-8-0 12-0-0 13-4-0 I 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-4-0 I 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 1-4-0 140 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-7-0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 24-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,34,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��R cO PR pF fis6 4.44 4 870 2PE 9r" 0 (14 y '°l,,GREG N (I, qtr 6' A. Heck EXPIRES:06/30/2015 December 5,2014 t I AARfTfifI.Vc,?lydesignparametersaedRERO er TES GY1505AAS11/01/0EDMITEITREFERtETE Ma MIL 7473regi/19Jh3l#REDREW 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 B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the BYt-lek,. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !YI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualiy Cr feria,058-89 and 8CSI Butdang Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Cibvs Heights,CA,95610 IfS.:MI.4ern Pine(5P)tumlaerk riper ed,Y3ueresi n vaitu s are thole effective 1%/021201.3 toy SC Job Truss Truss Type Qty Ply POLYGON R43385025 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:L2O9JJu6omRCBuYOhHV69uyFHbu-nJPsHZgwPwpzKb3VsktN0d5He3ba6Oz?otQxQGyCOwW 0-p.t8 Scale=1:28.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 e a e e� a la e a a e o o a 3 30 M 29 e a o e -e e o �/O �/o �/y a goo • LXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XX) XXXXXXXXXXX, 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1-4-0 I 2-8-0 I 40-0 I 4 50 6-8-0 _ 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0 148-0 _ 16-0-0_ 17-3-0 1-4-01-4-01-4-0 1-4-0 1-4-0 1-4-0 I t I 1-4-0 I 1-4-0 I 1-4-0 { I 1-4-0 1-4-0 {.. 1-4-0--- { 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 15 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 17-3-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard cOP R Q EF 87022PE / I SAT OREGO (15) 1.0 '51 ''1BER 1,, EXPIRES:06/30/2015 December 5,2014 i f A WARNIMS-Ye:;tydesign primo sirs and READ i TES CPr'THIS AIM IM'7 t6E0 MIMIC 4EFE EM1F IMF MIT 7 473 re a 1,729/26t88E'08Et Design valid for use only with Mitek connectors.This design n based only upon parameters shown,and is for an individual building component. IMUlli Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the • erector.Additional permanent bracing of the overall structure is the responsibility of the buildingIYl ip�ding designer.For general guidance regarding IYB B R fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPI1 Quailly 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. P).tssmbee is sposiftrul,the deSIVIValues are'obese elaetdxe oe/an/acl13 by AtSC Job Truss Truss Type Qty Ply POLYGON R43360026 PL14-402_UPPER F11 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 09:52:30 2014 Page 1 ID:L209JJu6orRCBuYOhHV69uyFHbu-FVyEUuhYAExgykehQROcYreSTTxgrrB91X9VyjyCOwV Scale=1:18.4 1 2 3 4 5 6 7 8 9 e e 20 0 d N O h 18 17 16 15 14 13 12 11 10 1 1-4-0 1 2-8-0 1 4-0-0 I 5-4-0 6-8-0 I sao I 9-4-0 19 9 12 1 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-5-12 LOADING(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/TPI2007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 9-9-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,10,17,16,15,14,13,12,11 FORCES. (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 �cO P R OEEs5 wc\I �N�,INE -I? 870 2PE /r- U) _ �^0.),OREGON (6'Q4 0 OBER \ A,. HE- EXPIRES.06130/2015 December 5,2014 { 0 A lufwric-Yang drv/gts paaotefsrs and REAR EDTES ON Turs AND£3K3i8ES MTTEK fEFFRE7dt'E MGE ART 7473 me.i/29/2014H&f'0,4EIAE: '� 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 y{�- erector.Additional permanent bracing of the overall structure is the responsibility of the budIY!ding designer.For general guidance regarding 1 fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and ICSI 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 WI lumber is sped6ed,the4tesign vetases aretSera effective 06/01/201.3 try MSC 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:L209JJu6omRCBuY0hHV69uyFHbud i WciEiAxY3hauDt_9vr52Ab4tDIaBXI GBv2V9yC0wU 0-1-8 HI 160 II 2-6-0 I Scale=1:30.0 4x4= 1.5x3= 1.5x3= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 15 X :74 N X ZNIlt .7-41111IN -7 14 • o a a 12 11 10 9 1.5x3 II 4x5= 3x5= 3x5= 3x4= I 17-3-0 I 17-3-0 Plate Offsets(X.Y)— [1:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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.18atr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=748/0-5-4 (min.0-1-8),9=748/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-749/0,14-15=-749/0,1-15=-749/0,1-2=-611/0,2-3=-611/0,3-4=-1651/0,4-5=-1651/0,5-6=-1457/0, 6-7=-1457/0 BOT CHORD 11-12=0/1275,10-11=0/1696,9-10=0/887 WEBS 7-9=-1100/0,7-10=0/706,5-10=-29610,3-11=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/IPI 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 • 870E22P �v /y x ^0,,,, ( REG4 11/ 9b fi, R 4° 49 8as A. He?, EXPIRES:06/30/2015 December 5,2014 4 A ty4RN7M2Akar'design parameters stetREM WITS OtdMIS AND mama NSSFKREFETEMTPAGE Nil7473;ac1129/2014B3�7AEUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. imul- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the �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 Ovally 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 it Southern mase(SP)taaathec is specified,the design whim are t41.016 etfective 06/01f2013 by ALSC Job Truss Truss Type Oty Ply POLYGON R43360028 PL14-402_UPPER F13 Hoer 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Dec 05 09:52:32 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-Bu4_vaioirBYC2o4Xs04eGjkSHVkJaVSUrec1 byCOwT p11 n-Rj 2F.0 { 0-p.8 Scale=1:41.2 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5=- 1 1 2 3 4 5 6 7 8 9 10 11 12 ..\\NSI 7 NN 7 NNI 1."'..N.XI- 21 o \ / / N A 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 24-3-0 I 24-3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 026 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.55 Vert(TL) -0.38 15-16 >760 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1055/0-5-4 (min.0-1-8),19=1055/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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=-2298/0,0.10=-2298/0, 10.11=-2298/0 BOT CHORD 18-19=0/522,17-18=0/2564,10.17=0/2564,15-16=0/3375,14-15=0/2956,13-14=0/1307 WEBS 11-13=-1620/0,11-14=0/1227,0.14=-816/0,0.15=0/464,6-16=-294/0,4-16=01710,4-18=-1056/0,2-18=0/1474, 2-19=-1167/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. - 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard '\e,t0 PROre:v co t%6 702 87022PE ��' 5, tck cv °' A. NE P EXPIRES:06/30/2015 December 5,2014 4 , AANT7FJ-Veritydegga parameers aeri READ WITS CN MIS AM MIMED?MU REF_EREhYE PACS mu 7473 reg 1124J20t4B RE't/S Design valid for use only with MiTek connectors.Thz design'based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component S responsbiity of building designer-not truss designer.Bracing shown a 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 regordng MiTele fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/RIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Infomra8on available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 €fSekit erns (TP)lumber is eM d,O lfgn values �€ss 5/ i0 try 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 MiTek Industries,Inc.Fri Dec 05 09:52:33 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-f4eM7wjRT9JPpCNG5axJATGulggn21 ubjVO9Z2yCOwS 0-1-8 H I 1-1-12 t 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 , g e a-r. e -2'— 7 7 d d a a/ cti 2 rseo o 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 24-6-4 I 24-6-4 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 15-16 >738 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:122 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1067/Mechanical,19=1067/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1842/0,3-4=-1842/0,4-5=-3235/0,5-6=-3235/0,6-7=-3396/0,7-8=-3396/0,8-9=-2330/0,9-10=-2330/0, 10-11=-2330/0 BOT CHORD 18-19=0/667,17-18=0/2678,16-17=0/2678,15-16=0/3456,14-15=0/3005,13-14=0/1324 WEBS 11-13=-1640/0,11-14=0/1247,8-14=-836/0,8-15=0/485,6-16=-274/0,4-16=0/690,4-18=-1036/0,2-18=0/1456, 2-19=-1232/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard 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 . 4,10 PROFFs tic cV'E sCo t-k GINE �a29 870 2FE 7 -0),()REGO q, , / k HE EXPIRES:00/30/2015 December 5,2014 1 , A t A.RNZ#/3-Veritydcsffa paramee=rs a,d READ FATES ONTHIS AM Z EWLED HZTEC REFERFIM E PA&E MZZ 7473 mg,05/20 DEMME Design valid for use only with MTek connectors.This design fs based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of components 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 responsibility of the MiTele 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/I111 Quafty Ctfeda,DSB-89 and BCSI Builfng Component 7777 Greenback Lane,Sidle 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ttSouthern:Pine tzP)sr rb..isspecified,the ensign valuer ore tbose effectivecsc/ea/zoisfys€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-f4eM7wj RT9JPpCNG5axJATGwogxc2CobjV09Z2yCOwS 1.5x3 11 0-10-8 2-6-0115x311-14 1 2 3x4= 3 Scale=1:13.0 -_ II IN VAIN III 1.5x3= 0 MI 1.5x3= N I III kil. IIII 5 �/ 3x4= 3x4= f}1-3 3-9-0 0-1- 3-7-8 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(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 R OFt \� G I S '9 '� 'kr 17 2 870 2P -7,,,\SAT OREGO ©1� 0 F'478 ER 1� `-- 4S A- HRP EXPIRES:06/30/2015 December 5,2014 8 0 A WARNAG-YesTfdesignparameersa BREAD tC TES 0N1HH!SAND Isamu MIRK 6EE:7€EfocEPAM MIT 7473rexl1lit/20I#8E t "'" Design valid for use only with MOek connectors.This design is based only upon parameters shown,and is for an individual building component. INgl Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the �1�@k" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/lP11 QuaBty Criteria,058-89 and BCSI BuBding Component T777 Greenback Lane,Suite 109 Safety Informalionvalable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citms Heights,CA,95610 If Sauttra ePine( )trarrrtsec is Ore.:in-Pon eutoex are ihos,8 elkistive 06101P011 by MSC Job Truss Truss Type Oty Ply POLYGON R43360031 PL14-402_UPPER F16 FLOOR 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fn Dec 05 09:52:34 2014 Page I ID:L2O9JJu6omRCBuYOhHV69uyFHbu-7GCIKGk3ETRGRMySfHSYho3D4ALnUuly97i5UyCOwR p-8-41 2-6-0 I Scale=1:41.8 4x6= 1.5x3 I I 1.5x3 II 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 3x6 FP= 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 M A,NN.r. 2 7 .s.N eNN:oNNN a „ANN:g / yoe,, 7n 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= I 23-11-4 I 23-11-4 Plate Offsets X Y)— 119:Edge 0-1-8) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.37 15-16 >776 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:119 lb FT=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 " c-? PR Ore ��(N�fi,9 1Q* ' 87022PE <-- // 7 4I,,,,OREGO q, qI� 0" A. HE�NP EXPIRES:06/30/2015 December 5,2014 i l ®WHAM'-brc/Py design Femme thrs and READ fTTES ON WS AND I,St.t/T£Ll.MIT£K REFERENCE PAGE#4117 473(ea 112912014IMUS£ 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 ony.Additional temporary bracing to insure stability during construction is the resporssibility of the M�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IAB Tele fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/R11 QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 €ESoutlnern.gine OP)turdsorts spectrum&ttaecresi8,es manses metrress ettestivb 06/63/2'113 by..ac6C 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 MTek Industries,Inc.Fri Dec 05 09:52:35 2014 Page 1 I D:L2O9JJu6omRCBuYOhHV69uyFHbu-bTm7Xclh_mZ73 WXeD_nFuLBV W ZkW29uBptGewyCOwQ 0-1-8 12 1 2-5-8 I 7-6-0 I Scale=1:27.9 3x4 II 1.5x3 II 1.5x3= 1.5x3= 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 • l e e _ e iS : 0 0 4 NIP- -'..e; - e a �Cx�p 13 11 10 9� 1.5x3 II 3x5= 3x5= 3x4= 3x6= 0-7-4 5-5-112211 16-0-12 155-8 0-1-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.48 Vert(LL) 0.06 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.10 10-11 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:84 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=666/0-2-12 (min.0-1-8),12=1125/0-3-8 (min.0-1-8) Max Grav9=674(LC 4),12=1125(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1249/0,4-5=-1249/0,5-6=-1256/0,6-7=-1256/0 BOT CHORD 11-12=0/773,10-11=0/1395,9-10=0/787 WEBS 2-12=-431/0,7-9=-975/0,7-10=0/582,3-11=0/603,3-12=-955/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)400 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard PR or 1) Uniform Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ��<(`' ` (S'�,�� Vert:9-13=-8,1-8=-80 ? 4 2 Concentrated Loads(Ib) � ' -3' Vert:1=-400(F) 722PE 7 4j,OREGO row cU A He EXPIRES:06/30/2015 December 5,2014 e ®WCA.&NTT/0-Vc/fy design rararaseers aa:/READ ham`TES G4 7H:s AND matzo E4 M.FEK REFEEREKE PAGE Mil-7473 roc 1/28/2814 RfONEliS€ Design valid for use only with MOek 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 6 the responsibillity of the 1@k erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Bulldog 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(SPI lumbort:SpEC iff Mit the aeasrestrum are estive 06/411/2013f xt,sc Job Truss Truss Type Qty Ply POLYGON R43360033 PL14-402_UPPER F18 Floor 8 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc. Fri Dec 05 09:52:35 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-bTm7Xdh_mZ73WXeD_nFuLGmUcf W2KuBptGewyCOwQ I 1-7-0 I I 2-3-0 I (111=3 Scale=1:19.4 1.5x3 II 1.5x3= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3= 3x4= 1 2 3 4 5 6 re o o — — Z 12 d NNNNNNNNI N 0 11 v 9 11 9 8 4. 3x5= 3x5= 1.5x3 II 3x4= I 11-2-8 I 11-2-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.16 Vert(TL) -0.05 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:60 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=482/0-2-12 (min.0-1-8),7=482/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=480/0,1-2=-391/0,2-3=391/0,3-4=-713/0,4-5=-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 Q,tOPROpe 87022P i. j a r7„4),, OR R GON (1 Q' C> 4BER \ `9 A. He EXPIRES:06/3W2015 December 5,2014 B f ®WARNIAG-Ver;1ydes#ynparamemrsand READ 1J7 S ON THIS AND INCWEEDMI7ERREFERENCETOSEHIT-7473rex•1/19/2010DEMM E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component 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 responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYR fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPD QuaNty 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 SetaaWril Pin*OP)ham/3.rn spedfied,the uaoia«s vatucs ariathase effective 06/03/2013 torALSC Job Truss Truss Type Qty Ply POLYGON R43360034 PL14-402_UPPER F19 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:36 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-4fKVlylJl4h_gf6nniOo6uQKutwFP51 PScpAMyCOwP 0-1-8 HI 1-7-8 I I 2-6-0 I 0-148 Scale=1:38.2 4x4= 354= 3x4= 3x4= 3x6 FP= 356= 1 2 3 4 5 6 7 8 9 10 11 o o_ o - e_ - e e • a 22 2, N 3s a 1 I: 4 21 Itsisill 18 17 16 15 14 13 12 4x6= 3x6 FP= 3x6= 3x5= 358= 3x4= I 22-7-8 I 72-7-8 Plate Offsets(X Y)— (1:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.17 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.29 14-15 >931 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:115 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=978/0-5-8 (min.0-1-8),12=978/0-5-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 18-19=-978/0,19-20=-978/0,1-20=-978/0,1-2=-867/0,2-3=-867/0,3-4=-2507/0,4-5=-2507/0,5-6=-2911/0, 6-7=-2911/0,7-8=-2088/0,8-9=-2088/0,9-10=-2088/0 BOT CHORD 16-17=0/1830,15-16=0/1830,14-15=0/2850,13-14=0/2641,12-13=0/1202 WEBS 10-12=-1490/0,10-13=0/1097,7-13=-686/0,7-14=0/334,5-15=425/0,3-15=0/840,3-17=-1193/0,1-17=0/1271 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,1 ROpk, �c,. ,. o]N , •l� 87022P " 7 fi�T OR GON is W� 16064/8 ER1\ ,© A. HEp'NQ EXPIRES:06/30!2015 December 5,2014 ii,8LW/I%-Veal y design;ararm8lrsSSdREAD F/)TESONTHIS ANOmama NUB(REFERENCE d N11-7473rnsi;Z31nu WOREISE _ Design valid for use only with Mffek connectors.This design k based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1i�@k erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,OSB-89 and BCSI Bulddng 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 IftnudtensPirce(SB)t ,ae.ris er, am a 806/05.12013 MSC Job Truss Truss Type Qty Ply POLYGON R43360035 PL14-402_UPPER F22 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:38 2014 Page 1 ID:L2O9JJu6omRCBuYOhHV69uyFHbu-02RFAdnZHhxiwzGDu7XUtXznshbpjMlKtm5wEFyCOwN ra-9-4I 7-6-0 I 0-'h8 Scale=1:41.8 3x5= 1.5x3 II 3x6= 3x4 I I4x4 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x6= 1 2 3 4 5 6 7 8 9 10 11 12 ep iIrg 3 a o .N..1—� 21 d / ...NN 7 O N _/ -N 7 o 7 -7 e -� 20 19 18 17 16 15 14 13 4x6 = 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x10= I 24-6-4 I 24-6-4 Plate Offsets(X.Y)— j1: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 (lac) 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 IBC2012/TP12007 (Matrix) Weight:129 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=662/Mechanical,13=1792/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-20=-1142/0,20.21=-1183/0,12-21=-1142/0,2-3=-1064/0,3-4=-1064/0,4-5=1969/0,5-6=1969/0,0.7=-2102/0, 7-8=-2102/0,8-9=-1468/0,9-10=-1468/0,10-11=1468/0 BOT CHORD 18-19=0/314,17-18=0/1604,16-17=0/1604,15-16=0/2123,14-15=0/1874,13-14=0/856 WEBS 11-13=-1044/0,11-14=0/758,8-14=-503/0,8-15=0/282,4-16=0/452,418=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) StandardPR 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 R�d ore�SO Uniform Loads(p8) Co k4( INE 19' IQ Vert:13-19=-5,1-12=-50 ,, Concentrated Loads(lb) Q ��fl.. P t7 Vert:12=1129(B) N r< 7 '0), °REG N fyf' Ili � ` A. HER EXPIRES:06/30/2015 December 5,2014 1 0 ®teAm MS-Ver//ydea£ga parameters eod READ f TES ON TICS AAS EtifatICED INZTEK REFERENCE PAGE MIT 7473 mg.1/29/7.9 48Eo3AEEJSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. no, 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 buildingIPdesigner.For general guidance regarding I fabrication,quality control storage,delivery,erection and bracing.consult ANSI/TPII Qualify Criteria,056.89 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 mem Pin.et5Ptissmbee h spec Wurd.she ekteigts ustutes 211E:4he oG/OI/2013 byA4.EC Job Truss Truss Type Oty Ply POLYGON R43360036 PL14-402_UPPER F23 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:38 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-02RFAdnZHhxiwzGDu7XUtXzpEhggjTAKtm5wEFyCOwN Scale=1:17.5 1 2 3 4 5 6 7 8 9 o O o 0 0 0 0 0 0 2 d A O O o o O O o O O .....♦.♦...♦..♦.♦.........♦....♦♦............................... 18 17 16 15 14 13 12 11 10 I 10-7-8 10-7-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd 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/rP12007 (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 strongbact s,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 'St.'?' PRQFFs'6' kAGINE z., 4c_4487022P- i " 5. � tv "0�, OR CON c4 g40 0 4EiER c� 0, \41"... A. HVik EXPIRES:06/30/2015 December 5,2014 1 ® I:V;-Ver.-'?design pararseoirs and READ?M€5 ON THIS AIC INCEL€D MITER REFERENCE PASS HIT.7 473 1 c 1,12912614 Enli€tlSE 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 MI erector.Additional permanent bracing of the overall structure is the responsibility of the buildingT@k+ designer.For general guidance regarding ®X� 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdleda,DSI-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informationavailablefrom Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 Ifteuthen If Icn�1lumber is sped ed.the design values ate:these effective 06/01.003_3by ASSC 8 Job Truss Truss Type Qty Ply POLYGON R43360037 PL14402_UPPER F25 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Dec 05 09:52:39 2014 Page 1 ID:L209JJu6omRCBuYOhHV69uyFHbu-UE?eNzoB2?3ZX7gQSg2jQkWxf5unSnMU5QrTnhyCOwM 1 1-5-0 ii 2-6-0 I Scale=1:38.7 1.5x3 II 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 4x4= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 e 7°."11 irV N1111419- .olV... 1-Vr. NN*%kii 0 e o a o o - 18 17 16 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 3x6= 3x5= 3x8= 3x4= I 22-2-0 I 77-2-0 Plate Offsets(X.Y)— j1:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 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 Ind- YES WB 0.61 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-971/0,1-2=-766/0,2-3=-766/0,3-4=-2432/0,4-5=-2432/0,5-6=-2861/0,6-7=-2861/0,7-8=-2063/0, 8-9=2063/0,9-10=-2063/0 BOT CHORD 16-17=0/1743,15-16=0/1743,14-15=0/2788,13-14=0/2604,12-13=0/1190 WEBS 10-12=-1475/0,10.13=0/1081,7-13=-670/0,7-14=0/319,5-15=-440/0,3-15=0/855,3-17=-1210/0,1-17=0/1206 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18,12. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbadcs,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 211 - $70 2PE f 7 't,OREG N 176' <CI �b�4$ER 1\ P ' 6' A. NER EXPIRES:06/30/2015 December 5,2014 i i ®iv/4mm.VoiNdelign pram was aid READ W7ES ON INTS AND MIMED Iii7EK REFERENCE PAGE MI/.7473 reg.1,1151201$WORE USE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. 10"... Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown T '` is for lateral support of individual web members only.Additional temporary bracing to insOre stability during construction is the responsibillity of the BYI;1�'k- 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 QuaBy Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informatlon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Plinio iSPt amsberis specified,the desigarataeas ace these effective aG/O1 floss theAtSC 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 Paget ID:L209JJu6omRCBuYOhHV69uyFHbu-yQZObJpgpJBP9HPc?YZyyy27xVKJBNMdK4a1J8yCOwL 1.5x1 II 2-1-4 1 2-6-0 1:{SrC3 II 1 2 3x4= 3 Scale=1:12.9 J � O • 4 5 4 354 = 3x4= 0-1-8 4-10-4 4-8-12 - - - -- - LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) 0.00 5 •""` 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.08 4-5 >745 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:26 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=208/0-2-0 (min.0-1-8),5=208/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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 PR Op 0_4y 2PE tP OREGO 1Q�lll �00F'&7$ER *c ANE EXPIRES:0613012015 December 5,2014 � t 48NIt#3-Ver/tlrrlcsi330 parameters a,d READ 8TES CtrTHIS AND 1MiatiZE0 MTV(R€€EAFM'C PAGEMZf.7473 res 2;29/29?d 9E2?P£tGGE Design void 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 1Y1�IQk� 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 Cdteria,DSB-89 and SCSI Inkling 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 ISM tumloer is eeciied,the.design values ate those effective 06/01/3015 by AMSC 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 1-3-4 2-6-0 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 II 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 71C�� 9 9 9 d / ` N 19 18 17 16 15 14 13 354 = 4x8= 3x6 FP= 3x5 = 3x5= 5x6= 3x4=- 1.5x3 1.5x3 SP= 24-6-4 I 24-6-4 LOADING(psi") SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.24 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.40 15-16 >728 360 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:121 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=1073/Mechanical,19=1073/0-3-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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 , PRO/ %ty�IPsl� ',9 10 c 87022PE s'r y ©REGO 455 44 a Hey, EXPIRES:06/30/2015 December 5,2014 AWARNIE,G-Ver;7ydesign;aramerersxndREAD N37 SCMfN:SAM MUM NITEKREFERENCE PAW MI!7473mt.1/28/2S14R O8EfSE Design valid for use only with Mitek connectors.Th¢design B 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 two designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the T ek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi l fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P1t Quail/Criteria,DSB-89 and SCSI BMBding 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 €f Southare Pine OPT tumberts specified,tete itesignvatues are those effective os/e3./20i3 hyASSC Job Truss Truss Type Qty Ply POLYGON R43360040 PL14-02_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:L2O9JJu6omRCBuYOhHV69uyFHbu-Od7OofpSacJGnR_oZF4BV9bK?vhRwgQnZkKarayCOwK 1-0-8 1.5x3 II 3x4= 2 Scale=1:13.2 .•♦•.♦.♦.•.♦.• .•. ........st 4 .♦...♦.....♦...�'�/ 1.5x3 II 3x4= 0.5-0 1-3-8 3 1-3-8 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr 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.CompJMax.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)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. LOAD CASE(S) Standard 'to PRQp co- .aGINEL- 444 i 8 f 2PE 1 -y OREGO et©QIU C, 4SER `.9 A. HER EXPIRES:06/30/2015 December 5,2014 t WARNTIC-weitT design araraefitsoradR%A/iftTES GMTHIS AND t'aWED MTFXREFERENCE PAGE MT 7473cu.J/29/20Sd BEMUSE Design valid for use only with Mffek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabirrrty 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. f For general guidance regarding ITek. fabrication,quality control,storage.defrvery,erection and bracing,consult ANSI/1711 Quality Criteria,058-89 and 6C516uMding Component 7777 Greenback Lane,Suite 109 Safety Inlormoton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Piste(SP%wmtaes is specified,the.desi n vetoes axethose effectisee 06/011201,5 hyMMSC Job Truss Truss Type Qty 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:L209JJu6omRCBuY0hHV69uyFHbu-uphm??g4LwR70aZ?7zcQ2N8VgJlhIHgwo037NOyCOwJ 0-11-4 1.15x3 II 1 3x4= 2 Scale=1:13.2 0 0 o c} N N r 1.5x3 II 3x4= r t 1-2-4 r 3 1-2-4 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (roc) 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. (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 tD PR©P6— co NG 00. $70 2PE y cc, A OREGO A Her, EXPIRES:06/30/2015 December 5,2014 A A wpm ya ttestga 3metsrs and If tt N;7F8 Cif WEAVE T:MIDOFD NITFIT REF£RENa P MILL 7473 ma.1125/2201$9Eri 4EtttISE —r Design valid for use only with M7ek connectors.This design b 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 Fr ® ee„* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYi B R fabrication,quality control storage,delvery,erection and bracing,consult ANSI/TP11 Qualtly Cdteda,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 €#54urhenss bine fSP)fnaaraae is specified,shedesige values are those rdieetive o1-/Oa[lss3 byALSC 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??g4LwR7OaZ?7zcQ2N8VEJ1dfHgwoO37NOyCOwJ 1-6-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 • 0 0 ♦.♦.♦....♦♦ • 1.5x3 II 3x4= r P.r 1-9-4 s r 1-9-4 LOADING(pot) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Ud 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/TPI2007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr(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 cc-`', RR p� t,‘GINE 4t 8 12PE yCV"�, OREG0 r' ✓/ 5� `-,q�$ER \\ A, HE. EXPIRES:06/30/2015 December 5,2014 s i ®i9AmAJI//3.Verity-design ra,"2r reers am REAR WITS SN THIS AM FMIWSE➢KIRK REEEREI E PAGE KU.7473 rear,1/29/28 4BUOREtISE 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 rs 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 [9� R. fabrication,quality control,storage,delivery,erection and tracing,consult ANSI/TPI1 Quality Criteria,DS11-89 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 ttSouthern Pim(STs)turnber is specified,the desk values are those effort:hie OG/431/2013 tsyA EC Job Truss Truss Type Qty Ply POLYGON R43360043 PL14-402_UPPER F43 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:43 2014 Page 1 ID:L209JJu6omRCBuYOhHV69ryFHbu-M?F8DLri6EZ Ok8Bhg7faaggmiNxOkv302pt1wSyCOwl 1.5x3 I I 4x4= 2 Scale=1:13.3 _ 4 3 1.5x3 II 4x4= 0-01-0 0-11-0 04-2 0-11-0 Plate Offsets(X.Y)— [1 Edge 0-1-8].[3'Edge.0-1-8] LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 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/TP12007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=22/0-11-2 (min.0-1-8),3=22/0-11-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard CC4,Eo PRQF:s� 87022PE 9r SAT OREGO 0 418 4t A. HES EXPI RES:06/30/2015 December 5,2014 e f A limpins-trim,design raamelrrsand READ MaTES Otr'7NSS AND itf1L8EDNPTEKREFEREhk'TPAGE PfU77473mt1j29/2014Sf.R7.4£ti5E Design valid for use only with MEek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■p�T�®R�* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ® fabrication,quality control,storage,dereery,erection and bracing.consult ANSI/1PI1 Quardy Criteria,DSB-89 and BCSI Bufding Component 7777 Greenback Lane,Suite 109 Safety Information available from Tans Rate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 t£Sautisens Puss )tarrbsr is Raeodied,tine 4tasighva4uues are Masse effective W01/5013 by ALSC Job Truss Truss Type Oty 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 Ok8Bhg7faaggfiiNwOkv302phwSyCOwl 0-10-0 1.5x3 II 1 3x4 = 2 Scale=1:13.2 0 0 N., a �j�j�j��j��!` 1.5x3 II 3x4= r r r 1-1-0 r 1 2 1-1-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL, in (roc) 1/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/TP12007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (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. (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 strongbacics,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 <<- ,W;) ,c O PR Fe. GIN � �29 870 2PE ��T OREG N ZU EXPIRES:06/30/2015 December 5,2014 ®t9A{El3G-Way deggn rararlst tiers axd REAL/CMS ON THIS AND MCLIZEOPd£fEKREFE/MI PAGE Nil 7 473 rvr.S/1WJ2OISBEr-MLI§E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1111 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 IVl1 RQk*. erector.Additional permanent bracing of the overall structure is the responsibility of the buadng designer.For general guidance regarding BVB B fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buidng Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. CiWs Heights,CA,95610 If Sout (SP)try rrtnee isessciflesf„the design values arexfaase effective 06/O1/2013 try MW 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:L2O9JJu6omRCBuYOhHV69uyFHbu-M?FBDLri6EZ Ok8Bhg7faaggliNuOkv302phwSyCOwl _ - 1-3-0 1.5x3 I 1 3x4= 2 Scale=1:13.2 0 0 • ♦•....•.•♦•....,.•. . .. .... .�t. 1.5x3 II 3x4= 0.8}0 1-6-0 0. 1-6-0 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 ***" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress 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. (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 � GINE QE� PR QFs ,4 870 2PE cp. ,04 �'��, OREG N ct to 0©F48ER EXPIRES:06/30/2015 December 5,2014 WARNIM-Vedrdesiga paranreelrs?Ad REAP f/3 ES CY 7NE&AM1 ACME)MITEK R.EFEREICE PAGE Mit 7473 res 1,/25/201,10SOPEUSE 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 responsibility of the erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding IYB [ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 it Sasnhese Piave Ilan wmbea is specified,the design:intuits are these effective 06/i43/201.3 by ASSC Job Truss Truss Type Qty Ply POLYGON R43360046 PL14-402_UPPER F47 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Dec 05 09:52:44 2014 Page 1 I D:L209JJu6omRCBuYOhHV69uyFHbu-rCpXQhsKtXireuj NENeu7oDre6jB7B9DFYESvyC0wH 7x10 I I 1 2 Scale=1:13.3 0 , 4 — 4 3 7x10 II 0. 0-7-4 044 Q-7-4 Plate Offsets(X Y)— [1•Edge.0-1-8].[4:Edge 0-1-8) LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.00 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 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 > , ) Pco ,AGINE,c, R��`ScS' 87022PE to ter '0), OREG*N (PAO 'P0, BER \-\ ' A. NS?' EXPIRES:06!30/2015 December 5,2014 8 7 AKA)P,PJ..Wayrc.vignparamours sodREAD PCTESGYMIS AND MCIZEDH.7EKS£FERE7 PAGE MIT 7473 me 7,/15/2Cri4SEM t ' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intormalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSouthern Finefst lumber isspost£rad,the dodge vatue.s aro them sdfeerivn tryAiSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 /q 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damageor Personal Injury ri� Dimensions are in ft-in-sixteenths. •lik Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-1/16" wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. O Ihilliiiikl 3. Never exceed the design loading shown and never r stack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-s C. c • O� designer,erection supervisor,property owner and plates 0-'nd'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR 1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that 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. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. hNN reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. iiii� ►—� ,o 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: MI 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 Teke BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013