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Plans (57) ST)-0/Ce—ar) 3 nom RECEIVED 157516—Set) Alf&S'SC51?7, MAR 8 2016 M 1e k° CITY DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-411_UPPER Fax 916/676-1909 POLYGON The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43351148 thru R43351177 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. ��c0 PR Ores. c� kAaiNE !42 Q 8 f 2PE 17^2 A. OREGON rte <tr t, ��BER '‘‘,..A.,\ '� A. Hers' eR 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 Qty Ply POLYGON R43351148 P1.14-411_UPPER FOt Floor Ginter 1 1 Job Reference(optional) Padfic Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEn7kyCd11.ggRupLEEOe29FGwnYtm9z4svH7_H9uNQcomlmHyCJyb I 1-0-0 1.5x3 I I 1 3x4= 5 2 Scale=1:13.2 Mil-: II II MN till 4 " 3 1.5x3 II 3x4= I 13-0 I 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) 0.00 4 **** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incl NO WB 0.00 Horz(TL) 0.00 3 n/a n/a Weight:11 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=183/0-3-8 (min.0-1-8),3=219/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)277 lb down at 0-8-6 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) Vert:3-4=-10,1-2=-100 Concentrated Loads(lb) Vert:5=-277(F) P R Qp es 870 2PE. r y SAT ORE:G N ri©�4/ A. NERC. EXPIRES:06/30/2015 December 5,2014 8 - t rt9 ® 3-Ver/trdeu//n;araamlcruand REA/r TESONfTHIS AND IMT2J/EFlMIENREFE t S34Ii� PA7413me.1/19/201/8PG USE 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'fek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabricafion,qualify control,storage,delivery,erection and bracing,consult ANSI/7Pt1 Quality Cdteda,D5B-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available horn is � la}eered�ut essluesas'entrmse etfece3e10001114D13 byAti+C 4. Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply POLYGON R43351149 PL14-411_UPPER F02 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 0 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:15 2014 Page 1 l� �� ID:c53KNt9S8dZANgLpvMEnZkyCdll-EE61 RNG6hZQk6kfMD?KsbiURzKwkMBMsJm?yNcyCJyY 1 1-0.0 1 1 1-1-0 11 1-2-0 1 p-8-711 1-2-0 111.1.1=131 Scale=1:39.9 5x6 11 3x8 II 3x6 FP= 3x6 FP= 5x8 11 5x8 11 5x6 11 5x8 11 1 2 3 4 5 6 7 8 41 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 e 4 .. /?AW/e ;. _ \ \ 9 G IF Y VA _ A\_ _ . s e a c/ F e1 n1` / _. m Si I6 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 6x6= 8x8= 3x6 FP= 6x8 I I 5x6 I I 5x6 I 5x6 I I 6x6 11 8x8= 6x6= 1.5x3 SP= 3x6 FP= 6x8 II 1 23-1-4 23-1-4 I Plate Offsets(X.Y)- [32:0-3-0,0-0-0] (34:0-3-0,0-0-0] LOADING(psf) 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) -0.18 33 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.29 32 >955 360 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(TL) 0.06 25 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:204 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.18Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 40=1802/0-5-8 (min.0-1-8),25=1724/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2126/0,3-4=-2126/0,4-5=-3962/0,5-6=-3962/0,6-7=3962/0,7-8=-5590/0, 8-41=-5590/0,9-41=-5590/0,9-10=-5969/0,10-11=-5974/0,11-12=-5974/0, 12-13=-5823/0,13-14=-5823/0,14-15=-5433/0,15-16=-5433/0,16-17=-4691/0, 17-18=4691/0,18-19=-3503/0,19-20=-3503/0,20-21=-3503/0,21-22=-1960/0, 22-23=-1960/0 BOT CHORD 39-40=0/1126,38-39=0/3074,37-38=0/4791,36-37=0/4791,35-36=0/5969,34-35=0/5969, 33-34=0/5969,32-33=0/5974,31-32=0/5974,30-31=0/5660,29-30=0/5153, 28-29=0/4146,27-28=0/4146,26-27=0/2781,25-26=0/1061 WEBS 2-40=-2082/0,2-39=0/1926,4-39=-1828/0,23-25=-1962/0,23-26=0/1733, 21-26=-1581/0,21-27=0/1391,18-27=-1238/0,4-38=0/1710,7-38=-1598/0,7-36=0/1558, 8-36=-777/0,9-36=-765/0,18-29=0/1051,16-29=-889/0,16-30=0/541,14-30=-437/0, 14-31=0/315,12-31=-281/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. ,ckt.t) PROp . 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/FPI 1. ,Co , GI NEB, /p 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. 444 "37 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 6-11-0,and 177 lb Q 87022PE C down at 15-5-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). CV 1 LOAD CASE(S) Standardb �A� CREGO �� 1U� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ', Vert:25-40=-8,1-16=-80,16-24=-130(F=50) 0Q 4$ER -0 ii,� Concentrated Loads(Ib) + A HERS Vert:16=-177(B)41=-965(B) EXPIRES:06/30/2015 December 5,2014 t P A 6A4,RSNIMJ-Writ rdesi8n paw furs sod READ NOTES 014 TUTS AND 7/ IkT ED MITTS ITEMENCE MI MEE 7473 inc I/2/2818 WORE USE .-r Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. MT Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■e'y��, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. lf&ouThore Rate(5P)1x lumber is spasaNad.,The design:v#eacs afe:xhase 06/01/1013 by MSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351150 PL14-411_UPPER F03 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:15 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdI1-EE61 RNG6hZQk6kIMD?KsbiUTwK__KM7YsJm?yNcyCJyY 1 1-7-0 11 1-9-0 I Scale=1:17.8 6x6 = 3x6 II 3x6 II 3x6 II 3x6 II 3x6 II 1 11 2 3 4 12 5 13 6 d L ° v ° d 10 9 8 6x6= 5x6 II 3x6 II 6x6 = 9-4-0 I I 9-4-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.15 Vert(LL) -0.01 8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.00 7 n/a n/a Weight:78 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TP12007 (Matrix) 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=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1033/0,1-11=-770/0,2-11=-770/0,2-3=-770/0,3-4=-1123/0,4-12=-1123/0,5-12=-1123/0 BOT CHORD 8-9=0/1102,7-8=0/781 WEBS 5-7=-1068/0,5-8=0/476,4-8=-311/0,3-9=-463/0,2-9=-417/0,1-9=0/1082 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)276 lb down at 0-6-10,132 lb down at 2-1-13,132 lb down at 3-9-0,132 lb down at 5-4-3,and 132 lb down at 6-11-6,and 132 lb down at 8-6-9 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads lf) Vert:7-10=-10,1-6=-100 GJ<C�N(j ��6:5' Concentrated Loads(Ib) { ., Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=-132(F) ' 870 2PE re' 444 p,. OREGON r(©©� C1©� 1 ' 8ER \' V"� A. HRS EXPIRES:06/30/2015 December 5,2014 + t .*Af t's-Ver/fffdea;gnpaaarneaara and READ 1ICTESGMTHMgAND DEMO M.TE!fRE€EPEENiEPAGEMM.7473:ex1/29/28Pd8£;MUSE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown NI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 'Telt` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek* fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/TP11 Qual ty Cdtedo,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information from 781 Alexandria, crcns Feignts,CA,95610 fsouTcPma LPa ie%;ga,uN.Lee effective ,OO1by A Job Truss Truss Type Qty Ply POLYGON R43351151 PL14-411_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:17 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-BdEns3INCAgSM1 pILQMKg7Zp88Yigya9m4U3RUyCJyW 0-1-8 HI 1-0-8 1 2-6-0 1 0-118 Scae=1:42.6 1.5x3= 3x6 FP= 1.5x3= 3x6 FP= 1.5x3=6x6= 4x6 II 5x6 II 1.5x3= 1 2 253 4 5 6 7 8 9 10 11 111 i i i il 1 1„„7,...All i 1 12 13 .. i i 1 i i ii i i i i.. ........ ,......., 22 irfa l- A� Y„ ,, V ti: .,_r hY 24 21 h h h H H NM! 2i 23 TA 20 19 18 17 16 15 14 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x8= 3x4= 1.5x3 SP= I 24-6-8 I 24-6-8 Plate Offsets(X.Y)— [22'0-1-8 0-0-8].[24'0-1-8.0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) -0.19 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.63 Vert(TL) -0.32 16-17 >896 360 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.08 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 155 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=1065/0-5-4 (min.0-1-8),20=1080/0-5-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-1884/0,3-25=1884/0,3-4=-1884/0,4-5=-3330/0,5-6=-3330/0,6-7=-3330/0,7-8=3502/0,8-9=-3502/0, 9-10=2404/0,10-11=-2404/0,11-12=-2404/0 BOT CHORD 19-20=0/644,18-19=0/2741,17-18=0/2741,16-17=0/3547,15-16=0/3087,14-15=0/1360 WEBS 12-14=-1666/0,12-15=0/1279,9-15=-836/0,9-16=0/509,7-17=-265/0,4-17=0/723,4-19=-1049/0,2-19=0/1519, 2-20=-1238/0 NOTES- 1)All plates are 3x6 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard 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)20 lb down at 3-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard cT PR Or 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:14-20=-8,1-13=-80 �NG�� '7 �O Concentrated Loads(Ib) 44., Vert:25=-20(B) 2 870 2P E y "0.,,,,OREG N ,f,,,,44/ EXPIRES:06/30/2015 December 5,2014 t r ®ft'A16L4.Ver(fydes//nra;ameretsacd READ hD2ES0F/THIS AND€W1.LFEDMIRK REFETENsPAGE MIT 1.13rex,1//28/2/r1$BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1- Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �� . erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPl1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)turneee is specified,the'design velem,ate Masa effective 06/01/7013 tayAtSC Job Truss Truss Type Qty Ply POLYGON R43351152 PL14-411_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:131 7 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-BdEns3INCAgSM1 pILQMKg7Zpf8hRg8d9m4U3RUyCJyW 1-2-12 1.15x3 II 1 3x4= 2 Scale=1:13.2 0 4 N r 1 N. 4 3 1.5x3 II 3x4= I 1-5-12 I 1-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid 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:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 1-5-12 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=74/Mechanical,3=74/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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 sip, O PR°Fe, "z" , �� NE "36' `fir©r1 87022PE n NIV 7,�A ), OREG N r5) NI 'Po", aER .\\ . Sq. He b' EXPIRES:06/30/2015 December 5,2014 t i ®tfAFstdll43-Verify de_==:gra rasarmtus std RREEAAZ9 f/TES ON M'S AM Thk2lYED Nf7Ei AEFEREPKE PAGE t4I7 7473,z•s,1/15/20!48 3`kl£t150 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 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 # Information Yhem tirre(SP)tUrr 'siesectI; ,ot en gr t are t seeetfet a 06/Oi/2Oi.3 by MSC Cams Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351153 PL14-411_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.Thu Dec 04 12:13:18 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-fpo94PJ?zUoJzBOxu7tZCL6_SY1hZbMl?kDd_xyCJyV 4-8 Scale=1:39.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 g g - g ,_ 42 2 , XI 6 0 0 0zvvvr 0 - o 0 0 - - - - o e o 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-01 2-8-0 I 4-0-0 I 5-4-0 I 6-8 0 I 8-0 0 l 9-4-0 I 10.8-0 12-0-0 13-4-0 I 148-0 I 16-0.0 17-4-0 I I I 1 18-8-0 20-0-0 21-40 22-8-0 23-11-12 I 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-40 1-4-0 1-3-12 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-11-12. (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 (= D PR0Fe ,c 87022P g.y �'d.,y, OREG*N t'540 �On f3ER1' Alp S A. N EXPIRES:06/30/2015 December 5,2014 i 1 ®AtiARNINGG-YE fy design parameters ml READ tr0;ES CM}MIS AC MAO MIT€K REFERENCE ACE M77 742'3 arc.d1Z8/2014MFOREt Y �� 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-riot truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the B� ` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding WIC ITe fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Ciffeda,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. ifSaut ern Pine('Sp)1emb Mi.tspits ifieat,Fhex$esign:uafuee ds s arose effective 06/01/21914At 33 by5£ Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351154 PL14-411_UPPER FOB GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:19 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-70MXHIKdknwAbLz7SrOolYeATyNu12bSDOzAWNyCJyU Scale=1:38.0 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ■ e a o 2 e 2 9 2 e 5 o a '—a 9 2 e o e 0 A N o e oo e e e 4, e - uu a a o o p i 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= I 1-4-0 12-8-0 4-0-0 I 5-4-0 6-8-0 I 8-0-0 1 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 1 14-8-0 1 16-0-0 1 17-4-0 1 18-8-0 I 20-0-0 1 21-4-0 1 22-8-0 2--l4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 d 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:108 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 23-1-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)40,21,39,38,37,36,35,33,32,31,30,29,28,27,26, 25,24,23,22 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard tiRcO PRQp �G\.� GN SNE '9 sf0,;. 87022Pf r a y �4IixOR GON ti� 14/ C' 418ER \' asA. vie �p EXPIRES:06/3012015 December 5,2014 1 I ®IN.A.MIMI-Ver,'tgdesiyn pram fsrsuxdREAD IOTESCrNMEEAND 1 ' ED MIER REFERENG WIRE itta1473 fag 1129/2#14 BERME11SE �• Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IMI 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 14&ty�n a )tssnnrtbles from Institute,5esmiues are theme effective 06/01,081.3 /00/ 5 AL 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351155 PL14-411_UPPER F09 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1320 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-bCwwU5KFV521 DVYKOYv1 ImBGhLiW1 TabS2ij2pyCJyT 2-6-0 1 1-8-12 I I 1-8-12 I 01198 Scale=1:17.6 3x4 I I 3x4= 1.5x3 I I 3x6= 3x4= 1 2 3 4 5 • • 11 o 1.5x3 o 1.5x3= r . I / 10 9 8 7 6 1.5x3 11 3x6= 3x5= 3x6= 7-2-12 1 9-4-0 7-2-12 2-1-4 Plate Offsets(X.Y)— [1:Edge.0-1-8] [5:0-1-8 Edge.] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:56 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 9-4-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 9=118/7-4-4 (min.0-1-8),8=204/7-4-4 (min.0-1-8),7=999/7-4-4 (min.0-1-8) Max Uplift9=-34(LC 4),8=-74(LC 4) Max Grav9=183(LC 3),8=340(LC 3),7=999(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/280,3-4=0/280,4-5=0/500 BOT CHORD 7-8=-500/0 WEBS 4-7=-507/0,2-8=-381/0,4-8=0/339,5-7=-699/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 9-1-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Q PR o -E�s LOAD CASE(S) Standard C� Nta]N4 we 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0,1G1 1 Uniform Loads(plf) �✓ jz Vert:6-9=-8,1-4=-80,4-5=-180(F=-100) 87022PE Concentrated Loads(Ib) Vert:5=-336(F) oREGC? �<(7 9C �'1BER \O A. HE EXPIRES:06/30/2015 December 5,2014 : r A W4,RNE,6-Vs/Pg design parmemrs oxvt READ f`ETES ON TNi5A//S INCLUDED Mira REFEREICE PAGE MIT 7 413 m c 1,125/20ld , 't<SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 'Tek+. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Informaton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSoutheast Pine )lumber is specified,the sktsigst values uc..tttavicefestue 0EA01/2313 byA25C Job Truss Truss Type Qty Ply POLYGON R43351156 PL14-411_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 M7ek Industries,Inc.Thu Dec 04 12:13:20 2014 Page 1 ID:c53KNt9SBdZANgLpvMEnZkyCdll-bCwwU5KFV521 DVYKOYv1 ImBLCLj81 VrbS2ij2pyCJyT Dfil 1 2 3 4 5 6 Scale=1:12.8 — — — — — — 14 o 0 d N J 13 12 11 10 9 B 7 I 1-4-0 I 2-8-0 I 4-0-0 I 5-4-0 I 6-2-12 I 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:33 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 6-2-12. (lb)- Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ti PROp Ice 870 2PE 17 U) 45. `% OREGO •�ti o4 Is0 8ER ' P A. HE EXPIRES:06/30/2015 December 5,2014 a a WARS411C-taer,'fgdesignpaareterxandREAD NOTESOHMS AND IM2t/'€€J AftIHCREFERENCE PAGE MlI7473:en1/JB/2014 DEWVISE 1111 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M-fek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1X1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Sauthern Pine(So)lumber fs specified,the design ualarrs are thous elfectiva 06/01/2018 byALSC Job Truss Truss Type Qty Ply POLYGON R43351157 PL14-411_UPPER F11 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:21 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCd11-30U IiQLtGPAurt6 WaGRHgzjTB ypmgClhiSHaFyCJyS 0-1-a H I 1-8-12 I I 2-2-0 1 2-6-0 Scale=1:39.0 3x4= 1.5x3= 1.5x3 I I 1.5x3= 3x4 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 3x4= 3x6 FP= 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 e 20 aNsioN. m 7 NN, - - 7NNN 7 -Nos.... 0 0 a N 19 e 1 m ST 2 18 17 16 15 14 13 12 1.5x3 II 3x6= 3x6 FP= 3x8= 3x5= 3x6= 3x4= 2-2-12 1-11 -Ii4 22-4-12 1-11-12-12 20-14 Q-A 20-2-0I 0-1-B LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.12 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.20 14-15 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.05 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 115 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:15-17. REACTIONS. (lb/size) 12=849/0-2-12 (min.0-1-8),17=1434/0-5-8 (min.0-1-8) Max Grav12=878(LC 4),17=1434(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/411,2-3=0/411,3-4=-1688/0,4-5=-1688/0,5-6=2365/0,6-7=-2365/0,7-8=-1815/0,8-9=-1815/0, 9-10=-1815/0 BOT CHORD 16-17=-122/874,15-16=-122/874,14-15=0/2167,13-14=0/2232,12-13=0/1066 WEBS 1-17=-573/0,10-12=-1321/0,10-13=0/928,7-13=-517/0,5-14=0/295,5-15=-642/0,3-15=0/1060,3-17=-1289/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P]1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard & t0 PR ) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 GINE CS1�/ Uniform Loads(plf) 04 € t1- Vert:12-18=8,1-11=-80 �� Concentrated Loads(Ib) $70 2PE Vert:1=-336(F) fp aii fiAT DREG N q ltY A HES EXPIRES:06/30/2015 December 5,2014 4 e ®MEND'S-Vedtydesiynparzrtxersand REM KIESONPdfvAem USE mil 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 ��r-,: erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding l( fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. tf 54unizern Rae IV)tumberis ufsocitied,the design values are These affective 06/03/2101.3 IxyAtSC CiWS Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351158 PL14-411_UPPER F13 Floor 5 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:1322 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-Xbl gvmMV1 iJlSohi7zyWNBGfO9MXVOiUWMBg7iyCJyR I 0 4x4 1-2 a I I 0-8-7 4x4 4 1-2-0 I I 0-6-1 I Ct 1 2 3 4 5 4x4= 6 Scale=1:12.9 • 13 O 0 0 0 N h — _.\ -- r 4x4— 8 12 11 10 9 4x4= 4x4= I 2-10-11 1 3-5-11 1 4-0.11 I 411-4 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X.Y)— 12:0-1-8 Edael.14:0-1-8.Edael.15:0-1-8 Fdael 17:Fdge.0-1-81.[10:0-1-8.Edae) [12•Fff9-0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.13 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.03 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:37 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=209/Mechanical,7=204/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-12=-314/0,5-7=-306/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��`ED PR or Es �4'a. rGNcIWE 9 sX29 $70 2PE 5. w0,; OREGO til cv./, �'© ' BER 4� Q '� A. HER EXPIRES.06/312015 December 5,2014 1 . t W4J1J4 Ya A -Ver;ty desiyx parameters xxu1 READ 1CTES OM T CSAM)IME E€0 MITF€i REFERENCE PAGE HIT-1473;ea i129/2L#E 8f GREIJSE 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 p a�T�1IkE^ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Gillette,DSB-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Safely ifSeuut'ohern Pine WIttao ber is stsecified,athedesagn values areetrhos:e effective OL./09/21013 blf MSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351159 PL14-411_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:23 2014 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdl1-0nb276N7o0Rc4yGuhgTlvOpo5ZcBEhV180xcf8yCJyQ 0-1-8 H 1 1-0-8 1 2-6-0 I 0148 Scale=1:41.5 4x6= 3x4 = 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 is - c _ a 2 aNN N.a 23 a/ N77 N /_ a 11122955 18 17 16 15 14 13 304= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= I 24-6-8 I 24-rB LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >747 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:124 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1063/0-5-4 (min.0-1-8),19=1063/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1792/0,3-4=-1792/0,4-5=-3197/0,5-6=-3197/0,6-7=-3371/0,7-8=-3371/0,8-9=-2318/0,9-10=-2318/0, 10-11=-2318/0 BOT CHORD 18-19=0/611,17-18=0/2634,16-17=0/2634,15-16=0/3425,14-15=0/2986,13-14=0/1317 WEBS 11-13=-1632/0,11-14=0/1239,8-14=-829/0,8-15=0/477,6-16=-282/0,4-16=0/698,4-18=-1044/0,2-18=0/1463, 2-19=-1205/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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 Q,tiD PR Ofre• Ca 4: A? fob 4::C• 87022PE �c ys'%;),OREGO et, ,, ` R A. Hevs EXPIRES:06/30/2015 December 5,2014 c 4 A WARMS-Vsd/y design ra:am etErs and READ RC IES ON THU Ale iliamED KIEKREFEREME PAGE ff117473 rec 1129/21114BFORE/SEp �r Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 6 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Puce(SF)ttantmq 1sopedfj d,the designtralu/.are ther rifective 06je2f20i.3 by ALSC Job Truss Truss Type Qty Ply POLYGON R43351160 PL14-411_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:23 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCdl1-0nb276N7o0Rc4yGuhgTlvOpoHZg0Epa180xOf8yCJyQ 1 0-6-'4 1 1 1-2-0 I I 0-8-7 I I 1-2-0 I I 1-5-1 I2-6-0 I Scale=1:16.4 1.5x3 11 4x4= 1.5x3 II 1.5x3 11 3x4= 1.5x3 II 1 2 3 4x4= 4 5 6 7 0 0 N — —\ e e e n e ° 13 12 11 10 9 3x4= 8 1.5x3 II 1.5x3 II 4x4= 4x4= 3x4= I 2-10-11 13-5-11 14-0-11 1 8-2-12 7-10-11 0-7-0 0-7-0 4-2-1 Plate Offsets(X Y)-- [2:0-1-8.Edge] 13:0-1-8.Edae1 [9:0-1-8 Edael.f10:0-1-8.Edae).(13:Fdae 0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.03 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.32 Vert(TL) -0.06 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:49 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.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=356/Mechanical,8=356/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-380/0,45=-380/0,5-6=-380/0 BOT CHORD 9-10=0/380,8-9=0/353 WEBS 4-10=-262/0,2-13=-620/0,3-10=0/446,6-8=-437/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard to P R OAFS ...r .-. t�GIN .96/029 Q 87022P'E / y '"oi,,OREGC7 tiP Q� I 418ER4A Cb P A. HE EXPIRES:06/30/2015 December 5,2014 4 / A mem-yea rfe_=tyrt paramtErs;Ad READ WITS 0S THIS AND€ €.tf(ED/fTTEK REFERENa PAGE MITT 7 473 sec 1/25/201/8EO.It€US Design valid for use only with MTek connectors.This design is based only upon parameters shown,and a for an individual building component. t Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/11.I1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information Truss Ploteleeaeti10bg22314. citms Heights,GA,as61 o if PtreSP)lumber seieek.fansrus wzhxe effective /116 MSC Job Truss Truss Type Qty Ply POLYGON R43351161 PL14-411_UPPER F16 FLOOR 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1324 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-Uz9QKSNmZKZTi6r5F0_ScL_JzzHz7ABNggxBayCJyP 1 2-4-4 II 2-6-0 I Scale=1:40.3 1.5x3 II 4x5 = 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x6 FP= 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 a a g e 1 L - V N.-7 ''''N-7 N... - e 18 17 16 15 14 13 12 1.5x3 II 4x8= 3x6 FP= 3x5= 3x5= 3x8= 3x4= I 23-1-4 23-1-4 1 Plate Offsets(X Yl— 11:Edge 0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.20 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.51 Vert(TL) -0.33 14-15 >848 360 BCLL 0.0 Rep Stress!nor YES WB 0.78 Horz(TL) 0.07 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:114 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=1010/Mechanical,12=1010/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1005/0,1-2=-1224/0,2-3=1224/0,3-4=-2770/0,45=-2770/0,5-6=-3086/0,6-7=-3086/0,7-8=-2175/0, 8-9=-2175/0,9-10=-2175/0 BOT CHORD 16-17=0/2134,15-16=0/2134,14-15=0/3069,13-14=0/2772,12-13=0/1246 WEBS 10.12=-1544/0,10-13=0/1151,7-13=-740/0,7-14=0/388,5-15=-370/0,3-15=0/789,3-17=-1127/0,1-17=0/1535 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard p`E0 PROre 2 ct 87022PE < '0,), OREGO ti5) f1/ 00.6`4 8 E �,� PDQ S k HE EXPIRES:06/3012015 December 5,2014 i f W4PAIM'-Verity-designrarameiorxa dREADSON IRIS ANL)IMIR/OffiMST€KREFERENCE ANIT.7473;ea1/28/2flSfl tJlt€ E „ -_ Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the � ��- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quardy Crfeda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if 5outlsern Pine(SP)lumber is specified,the alesigaa vatauzs ate 1110 effeztixa 06/01/2613t yMSC Job Truss Truss Type Qty Ply POLYGON 843351162 PL14-411_UPPER F17 Floor 12 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:25 2014 Page 1 ID:c53KNt9S8cIZANgLpvMEnZkyCd11-yAjpYo00KdhJJGQHp5VD?pu9mMlziblKcKQUj1 yCJyO D-7-41 2-6-0 1 0-148 Scale=1:40.7 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 i :IFIAIVIL96,17A111111IIIIIIIIIII% hN....•,-.41111 %,...,. .....,150 Ail7 : 21 4 1 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0-?123-11-12 1 0-1-8 73-10-4 Plate Offsets(X Yl— 119:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1043/0-5-4 (min.0-1-8),19=1043/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=-2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,14-15=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=796/0,8-15=0/444,6-16=-314/0,416=0/731,4-18=-1077/0,2-18=0/1492, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/Mil. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �� PR©k- c $ 1 2P 1'. y. "0,>,OREGO 'f?QAti ��d.4I \0 P' SANEck EXPIRES:06/30/2015 December 5,2014 e / ®WARMS-ye(ffides:yrapxrxumersand READ 50TES ONTWEAK IMT OEDMf7EKREFERENCEMU t r.7473ra1115f2PtUALTOlEUSE II" Design valid for use only with M7ek connectors.Thu design is based only upon parameters shown,and B for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the 1X1 BI�B Ire 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 SCSI Building Component 7777 Greenback Lane,Suite 109 ti Sou Information Pine(SP)iusriosec r4wcified,Hite 7stsu+s are those t.SineO6IO2i2O1A&4ALS 22314. Citrus Heights CA.95610 Job Truss Truss Type Qty Ply POLYGON R43351163 PL14-411_UPPER F1B FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Tmss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:25 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd 11-yAj pYoOOKdhJJGQHp5 VD?pu6HMQEimbKcKQUj 1 yCJyO 0-1-8 H I 1-5-12 1 31r4= 213x4 II Scale=1:13.2 MIMI ME II 1.I6iiIIp 0 0 N 1. 5 ii Nor MI Prr A. =, 3 1.5x3 I I 3x6= I 1-11-12 1-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) 0.00 4 •`" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=240/0-5-4 (min.0-1-8),3=240/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:3-4=-8,1-2=-280(F=-200) `t- � O 87022P E , <v0 On BER v,, jQ HE EXPIRES:06/30/2015 December 5,2014 4 4 WARNMC VEritydelignra;otfssllrrsarseREALD#_s£SCMTHIS AM a'SY21/S£DMTT£KDEFERENCE PAGE MZf7473aec1t29/2QM8SSIfEUSE Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quarrly Criteda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pint(SP)lumbar if specified„tee ule ttgn ealases aretheca effective OG/G212O1.3 toyA SC Job Truss Truss Type Qty Ply POLYGON R43351164 PL14-411_UPPER F19 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:25 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdu1-yAjpYoOOKdhJJGQHp5V D?puB?MQEimbKcKQUj 1 yCJyO 0-1-8 1.5x3 II H1-7-4 1-7-4 3k4= 2 I Scale=1:13.2 MI II 6 III .II 1.5x3=1 II 1.5x3= I♦ —/ �, 3 imilAWN 1.5x3 II 3x4= I 1-11-12 I 1-11-12 LOADING(pat) SPACING- 1-7-3 CSI. DEFL- in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) 0.00 4 **" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(tlat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=76/0-5-4 (min.0-1-8),3=76/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Provide metal plate or equivalent at bearing(s)4 to support reaction shown. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ct\t0 PR Ores $70 2PE >" ti 7 p. OREG N rt111 "P Ow BER \\ �,‘ S A,- He ck EXPIRES::06/30/2015 December 5,2014 s _ e ®wAravi3-Verifydeliuwarm ErsanddREAD NCTES GUTHIS AISIti IXEDENf7EKSPFEERENE f/fT7473mc1/25/2OJdB£. USE . Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MI P.k* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdleda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information it Southern Pine 159)Isesriza srpeeified,the'designsignvettoes are:Shoreetttee�ve 0G/O9j3Y1 3 byA£SC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351165 PL14-411_UPPER F20 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1326 2014 Pager ID:c53KNt9S8dZANgLpvMEnzkyCdl1-QMHB18P05xpAxQ?TMpOSX1 RNhmmYRDKUq_92GTyCJyN Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 O O :11 O O O O O O O d O O O O O O 20 19 18 17 16 15 14 13 12 11 I 11-4-8 11-4-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) l/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 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 55 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 11-4-8. (lb)- Max Gray All reactions 250 lb or less at joint(s)20,11,19,18,17,16,15,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-Pi 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 .ctgs) PR Ore �' 87022PE 1tv - -0T OREG•N r), -./ 51pC '',SER r\ C7S A HeckP EXPIRES:0£/30/2015 December 5,2014 f ®*IMAM.Verity dortyaparameyrssad WAD M'S CM rars AM MIMEDMITEKR€FERENCEPAGE#II7473rec:t,/24/2OUBWORE USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mire"(erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,�j( fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Seutbssalpine ISp)fanrstrer is specified,the designs values ace-duns a#ecth.08/451/201.3 byALSC Job Truss Truss Type Qty Ply POLYGON R43351166 PL14-411_UPPER F21 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:28 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-QMHBI8P05xpAxQ?TMpOSX1 RLmmmnRD9Uq_92GTyCJyN i,_0-7 12_-1 2-6-0 1.5x3 II ' 1.5x3 II 1 2 4x4= 3 Scale=1:13.0 J L d N 5 4 4x4= 3x4= 011 3-4-12 I 0.1-8 3-3-4 Plate Offsets(XX)— [5:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 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/fP12007 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=144/0-1-8 (min.0-1-8),5=144/0-2-12 (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/TPI1. 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 �G, ti�GINEF� �L'-9, 87022P 7a n iv ATORGONti5." I O �'L1BER \� �© ` k Hen EXPIRES:06/30/2015 December 5,2014 e 4 ®COM -Verity dvvispram€Ursa,.:-Rzdt)IMMESONTHIS ANG/matzo HO1EKREFERENCE PAGE(4117473mc1/2t/ZO/4BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �Tprk' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M1M! 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,055-89 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 ti Southern BNrse 4SP)lumber is specified,the design-vetoes are those wa€acti rt On/OS/701.3 by ALSC Job Truss Truss Type Oty Ply POLYGON R43351167 PL14-411_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:13:27 2014 Page 1 ID.c53KNt9S8dZANgLpvMEnZkyCdl1-uYrZzUQesFx1ZaagwWXh4EzW A2pAcad3evbovyCJyM 1 1-3-4 1 2-3-0 I Scale=1:22.6 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 z.N..! . 'INN: 0 d v. 1 10 9 3x4= 355= 3x5= 3x4= 13-04 I 13-0-4 LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.14 Vert(LL) -0.02 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.05 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:67 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=567/0-2-8 (min.0-1-8),11=567/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-815/0,3-4=-815/0,4-5=-922/0,5-6=-922/0 BOT CHORD 10-11=0/372,9-10=0/984,8-9=0/590 WEBS 6-8=-760/0,6-9=0/427,2-10=0/570,2-11=-643/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard `to PR°F�s 87022P, �c- „ i y �ar* OR ;GON <1"-‘2:\:11—r 10 (UN 5On 48ER ti'��© A. NES EXPI RES:06/30/2015 December 5,2014 i I A WAfcN7/,C-Wrierdex€go parame ars axd READ IC TES GN TIES AND I:i2IID'ED 1477€R REFEE,EPAE PAGE/47T 7473 meg,1/2//201$DEMME . —�• 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 S for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the lL�B I f'l� ,. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1YeI( fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crfeda,DSB-89 and SCSI Bending 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 1554untheris Pine Min lvmtsnc is spec fia4,the desigrs wastes are those eNestive 0€./02/201.3 kns.40.5C Job Truss Truss Type Qty Ply POLYGON R43351168 PL14-411_UPPER F23 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:28 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-MIPXAgRGdY3UAj9sU E3wCS WggaLNV?4nlle8KLyCJyL l 2-6-0 I 0-148 Scale=1:36.6 4x4= 3x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 89 10 11 V :: N 0 a e - 19 .1 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= I 21-6-12 I 21-6-12 Plate Offsets XVI— [1:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.15 14 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.43 Vert(TL) -0.25 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 12 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=937/0-2-12 (min.0-1-8),12=937/0-5-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-949/0,1-2=-414/0,2-3=-414/0,3-4=-2170/0,4-5=-2170/0,5-6=-2686/0,6-7=-2686/0,7-8=-1975/0, 8-9=-1975/0,9-10=-1975/0 BOT CHORD 16-17=0/1437,15-16=0/1437,14-15=0/2569,13-14=0/2472,12-13=0/1146 WEBS 10-12=-1420/0,10-13=0/1027,7-13=-616/0,7-14=0/264,5-15=-495/0,3-15=0/908,3-17=-1267/0,1-17=0/1042 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)18. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard < 0 PROF 87022PE. / g-7,464;x4.,0 REG(a 41, � 0 48ER 1\0.0 '?'� A. HSR EXPIRES:06/30/2015 December 5,2014 e i _ ®6YARNI?sC-Ver'Irdesignraramersrsa„d REM)f/)TES SNT3f:5, IMUTED1411EKR€€€REtitsPAGE 14117473ser. 8f'O 1;2512014E 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 MiTek* �B�• is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the �lPr k” erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYI1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/I111 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 8f Southern Phut('SP)taxnshnois wetheat,the drier valuer art those uftostlurt 06/011201.9 try MSC Job Truss Truss Type Qty Ply POLYGON R43351169 PL14-411_UPPER F24 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:1329 2014 Pagge 1 I D:c53KNt9S8dZANgLpvMErt7)SyCdl1-0x2J NARuOsB lotk22xa99f3pM_mZeYrwXyoisoyCJyK 0-1-8 H I 1-8-12 1 1 2-0-8 1 2-6-0 I Scale=1:38.6 3x4= 1.5x3= 1.5x3 II 1.5x3= 3x4 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 3x6 FP= 3x4= 3x4 I I 1 2 3 4 5 6 7 8 9 10 11 • e. ;N/ NVV K XXXXXXX°,XXX XXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX 18 17 16 15 14 13 12 1.5x3 I I 3x6= 3x6 FP= 3x5= 3x5= 3x5= 3x6= I 2-1-4 I 22-412 2-1-4 20-3-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:117 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-5-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)15 Max Gray All reactions 250 lb or less at joint(s)12 except 13=489(LC 4),14=451(LC 4),15=417(LC 4),17=1052(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/496,2-3=0/497 BOT CHORD 16-17=-301/21,15-16=-301/21 WEBS 2-17=-303/0,1-17=-694/0,3-15=-111/271,3-17=-364/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Non Standard bearing condition. Review required. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)336 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ;(... tPi) �� LOAD CASE(S) Standard Ca tyGINE!, -/ 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Ti 6) Uniform Loads(plf) 4.14 , "37 Vert:12-18=8,1-2=-180(F=-100),2-11=-80 8 • 2 P E t' Concentrated Loads(Ib) Vert:1=-336(F) t 7 (C‘"O), OREGO rye tl/Nf A• HE EXPIRES:06/30/2015 December 5,2014 4 e ®WARNI.MS-Verfydesiyn iparaa eters and REAP tis"SES ON 7Ff1&ANE LSCtL4€t)MDR'REFERENCE PAGE MIT.7 473 ic-c 1/29/2014M s.'dlEUSE _. 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/Sri1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Souther*Mee MP)fanrrk•r is sper5eat,ttnedesign.values erethole effective 06/4013015 Sass MSC Job Truss Truss Type Qty Ply POLYGON R43351170 PL14-411_UPPER F25 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:30 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-17WibVSW9AJcQ1 IFbe5Oitb2uN7QN1 K31b7FPEyCJyJ 0-148 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 0 0 0 0 0 0 o a o 0 0 o e m o 0 0 i_ _ _ _ _ _ 38 0 N d e o o 0 o es e -0 e o o e 37 ?CXXX xxxxxxxxxx xxxxxxXXXXXxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx�a 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-4-0 2-8-0 4-0-0I 5-4-0 I 6-8-0 I 8-0-0 9-4-0 10-8-0 12-0-0 I 13-4-0 14-8-0 16-0-0 17-4-0 18-8-0 20-0-0 21-6-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-6-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/deft 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 19 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 21-6-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,31,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 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 ti4EO PR OF, S ct' 87022P- C in N SATOR GON . Q�4 0 �418ER \\ OS A. HSP EXPIRES:05/30/2015 December 5,2014 I f Ale:R:WSNI;F`-Vediydetigai:arame€ersalydREAD MDR'SONMAN MIXED PAGE MIT 1423mx125/2514 DEMME Design valid for use only with Mitek connectors.Thu design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �� B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the . M�Te�C.� 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 ANSIRPl1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety iniorma8on available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if54141itsarn Piot Ys's+P)onber is spetWied.,the ebierigevalues arethate effecrive 061011201.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351171 PL14-411_UPPER F26 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-nJ44orT9vTRT1BtR9McdE48A4nL46JTD_FtpxgyCJyl 1 1-0-4 I 2-6-0 1 01-8 Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 V \ 7 NssN 7 NNN-7 N. V N...a 21 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5 = 4x6= 3x4= 1.5x3 SP= 0-11.8 24412 0-i-8 24-3-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.23 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 15-16 >748 360 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5,0 Code IBC2012/TPI2007 (Matrix) Weight:122 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1062/0-5-4 (min.0-1-8),19=1062/0-1-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1782/0,3-4=-1782/0,4-5=-3190/0,5-6=-3190/0,6-7=-3366/0,7-8=-3366/0,8-9=-2315/0,9-10=-2315/0, 10-11=-2315/0 BOT CHORD 18-19=0/600,17-18=0/2626,16-17=0/2626,15-16=0/3419,14-15=0/2982,13-14=0/1316 WEBS 11-13=-1631/0,11-14=0/1238,8-14=-827/0,8-15=0/475,6-16=-283/0,4-16=0/699,4-18=-1045/0,2-18=0/1464, 2-19=1200/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)19. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard PRO - . ( �GVEF` v ,59SQ„ 870 2PE ,1- r 0 7 �'0r,, OREGON clb <U �� ' 'E'R �, A�q ,4• EXPIRES:06/30/2015 December 5,2014 4 / -Y _ I ARNL5' r, Z �rip�de_=�npa;arax€ersar,dREAD hOrs�SGtill/.,,rc At�ZDk"l€r�€@,�fP3€,KTsE"F.r kSNXiYC+c"hff7�74F3rec ;��jlfI48E�4£1lsE .. .. 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 responsibillily of the - MiTek•. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus He' IfSsouthersrPme(Sp)tauner tisspesifett,the design asahces we thane effective 06/03/2018 MSC Ights,CA,95610 Job Truss Truss Type Oty Ply POLYGON R43351172 PL14-411_UPPER F27 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Pagel ID:c53KNt9S8dZANgLpvMEnZkyCdl1-nJ44orT9vTRT1BtR9McdE48CQnQy6PtD_FtpxgyCJyl 1 1-7-12 1 2-6-0 1 04.113 Scale=1:25.6 1.5x3 II 1.5x3= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3= 1 2 3 4 5 6 7 13 4..„,,,,......,,,,,,,,,,,...:7 . 0 0 VN c e— 12 H. 1i 10 g 354= 3x5= 3x5 = 3x4= 14-9-4 I 00--1-8 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a Weight:75 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=639/0-5-4 (min.0-1-8),11=639/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1057/0,3-4=-1057/0,4-5=-1160/0,5-6=-1160/0 BOT CHORD 10-11=0/527,9-10=0/1250,8-9=0/739 WEBS 6-8=-915/0,6-9=0/522,2-10=0/657,2-11=-782/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUfPI 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 ::: PRO�fis433v t122P'E'0�,t�REGQ r1� �/� �� BER 1' q EXPIRES:0613(112015 December 5,2014 4 _ ®tf'ATNI$1S-tfu fydexEEeparameertandR€AUa TF5OTIINIS fi .DS€DHIT€KIsFF€RENCE€WE Ha7473me1/29/261d €f9E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M.Tek� erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 iSafety Information f Southern tsirse(LP)harsher surr eris pe Plate stollen 5 Those Suiteeell /01 13 by 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351173 PL14-411_UPPER F28 FLOOR SUPPORTED GABL 27 1 Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:31 2014 Page 1 ID.c53KNt9S8dZANgLpvMEnZkyCdll-nJ44orT9vTRT1BtR9McdE48EmnTm6U4D_FtpxgyCJyl 1-0-8 1 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 • 0 • 1.5x3 II 3x4= I r e 1-3-8 0-0 3 1-3-8 LOADING(ps() SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 **** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=3211-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .i` `OPR04: 870221E 02 ^1� N :A. HE�N EXPIRES:06/30/2015 December 5,2014 4 t ®WARNIM3-Veritydesign paraaseers w s-3 READ NTTES ON THIS AN 1M29080 MI7EK REFEREMM PAGE MIT 7473 n x 1125/2cusownisE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the p 'T� = erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BXB 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine tSP4 tumbril(is s#w ditc61,the ulesignvalues are Mose sebrattive O6/OS/2013 by.ht,SC Job Truss Truss Type Qty Ply POLYGON R43351174 PL14-411_UPPER F29 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 1213:32 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl l-F WeSOBUngnZKfLSdj37snlhOdBpOrxKMDvcMT7yCJyH 0-10-12 1.5x3 II 3x4 = 2 Scale=1:13.2 0 N • 4 ♦��,V'V' ' j•4 1.5x3 II 3x4= 0--0 1-1-12 3 1-1-12 LOADING(psi) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-1-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=28/1-1-15 (min.0-1-8),3=28/1-1-15 (min.0-1-8),3=28/1-1-15 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P11. 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 «,‘\cO PR or, 2 $ • 2PE 1. c "3„),OREGO ft, IL ksBER O A. HEP EXPIRES:06/30/2015 December 5,2014 ®PURNIM3-Vedtydelignparamours uxdREAD MIESCNTHIS AN&LSDtMEEINITEKREFEREP/rPA HIT 7473res.t;28/2018BEFORf't/SE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibilliity of the e�'T�y ` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY, li. 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 If Southern pzne(Sp)lumber is specified,the design mtues are thau:s effective 0613/20.13 byALSC Job Truss Truss Type Qty Ply POLYGON R43351175 PL14-411_UPPER F30 FLOOR SUPPORTED GABL 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:32 2014 Page 1 I D:c53KNt9S8dZANgLpvMEn7kyCd11-F WeSOBUngnZKfLSdj37snlhOgBp21xKMDvcMT7yCJyH 1.5x3 II 1 4x4= 2 Scale=1:13.3 , o 4 3 1.5x3 II 4x4= 01-0 0-9-12 044 0-9-12 Plate Offsets(X.Y)-- [1:Edge 0-1-8].f3:Edge.0-1-81 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 IBC2012TrP12007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc puffins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=19/0-10-0 (min.0-1-8),3=19/0-10-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/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 ARD PRare cam`? sfo c 870 2PE U? y A,, UREG e.N:::©<trN EXPIRES:06/30/2015 December 5,2014 6 WAFsN1MS-truly de_=iyrspram ena dREM7ESOttTHISANL1M1T&ED.T18KDEFERENCEPAGENIT1473roc11512AS4R'4Et �•� 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 f�-T@�C,. erector.Additional permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteda,D58-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If-Southern Pine lumber as.spesitie,d,the design values are Those edifesclve OG/x3/2013 byta SC Job Truss Truss Type Oty Ply POLYGON R43351176 PL14-411_UPPER F31 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:33 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jiCgDXUPR5hBHVlpHne5JVDZFb9EaOaWRZMvOZyCJyG 1-0-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 1 0 N ..74. ,r\ 1.5x3 I I 3x4= 0- 1-3-8 I 0-01-3 1-3-8 LOADING(pst) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-3-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8),3=32/1-3-11 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard c4'tiD PR ores, 61. 8 • 2PE ( c- 7 N s41 1 V � /0. OREGO /id�w 1$ 4'4.Cb Rti's 4 ` A. HckP EXPIRES:06/30/2015 December 5,2014 8 r . A i'MANL -Ver.'tydesign para ltn and READ t07ES ON THIS A7<MIMED MifEt REFERENCE PAGE HU 7473 mt 1,125/2014 B1 38ElJSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and's for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownis (� for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Mil- erector. e Ali 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/IPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely If Sja here Pint ISP)vlumber'isspet ad.the design Walt. s are thoseef04t Oaf Id by 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON R43351177 PL14-411_UPPER F32 Floor Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:33 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jiCgDXUPR5hBHV1 pHne5JVDZub9BaO2WRZMvOZyCJyG 1 2 3 4 Scale=1:13.0 L - 9 4 8 7 6 5 3-7-0 3-7-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 3-7-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard 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 "N. PR pFss co kAG 29 870 2PE ��'oj OREGO ti Q44/N cv 'r, BER 1 `-'19A. HEp` P EXPIRES:0613012015 December 5,2014 WARIriNG Verity design paratnetArsso-i REAP PCIES OH THIS AM 1.17 O MTEK REFERENa PAGE HU 7413 1,1251.2P 14 DEMME 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 resporuibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdfeda,051-89 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 IFSaut ern Pine(SP)rum ber spect#ie4 the-design values aset:hose rtsfferctive 04/01/2013 byA SC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4Center Cter plate on joint unless x,y I (6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property (Drawings not to scale) Injury e or Personal In offsets are indicated. g j ry r��= Dimensions are in ft-in-sixteenths. ilk 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. Elffill111111113E61 iii 2. Truss bracing must be designed by an engineer.For Q-T/T a wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I illalliMildI 0 bracing should be considered. O 3. Never exceed the design loading shown and never U r � stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate 19 C7C6-7 case 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. Unleshall ss not exceese noted,d 19%at timleture content ofof fabrication.lumber PRODUCT CODE APPROVALS 9. Unless expresslynoted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the A 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 b symbol shown and/or SYP represents values as published specified. �i Y Yby 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. AA All 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. 'ENMElF reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ►--. 18.Use of green or treated lumber may pose unacceptable �_ environmental,health or performance risks.Consult with Ill project engineer before use. anio Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. MiTelIC BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013