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Plans (68) 4 /14-57704a 4 -- 066-- __t RECEIVED Cs-Ac C <s e, sinr__i MAR 8 2016 Pkti i T BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-412_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:R43351178 thru R43351215 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. ~V. PROF-6 44 17 87022P'E r" ua � "SAT OREGON et, ©/./ O BER A\ C))S A. NER„- 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 ANSI/TPI 1. . Job Truss Truss Type Qty Ply POLYGON R43351178 PL14-412_UPPER F01 Floor Girder 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:47 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdI1-JO279JfB8OSCye6W5juNuSouREwTrj2agllMyCJy2 I 1-0.0 I 1.5x3 II 1 3x4= 5 2 Scale=1:13.2 _-1111 IN III 0 0 ■ 1111 •-11111V hill 4 IN 3 1.5x3 II 3x4= 1-30 I 1-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (roc) I/deft Ud 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 Incr NO 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 1-3-0 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(plf) Vert:3-4=-10,1-2=-100 Concentrated Loads(Ib) Vert:5=-277(F) tp PR04c, mac,- tN GINE - 0. 870 2PE , 1 yA),,), OREGON (o,..,14/ EXPIRES:06/30/2015 December 5,2014 s i ®WA.AcN7fI`-Veify desr70 pram.ars ural READ VOTES ON TEfIS ANO Dam ED MIEN REFEREM E PAGE MIT 7 473 nr1:1,t25/JEI 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 ■f'T �. erector.Additional permanent bracing of the overall structure is the responsibility �}j of the building designer.For general guidance regarding t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1611 Qualify Criteria,D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Sat,rthem Pine(5P}lumbar is 5pecified,the designwafues ace those cffestivre 06/479f21313 by MCC A Job Truss Truss Type Qty Ply POLYGON R43351179 PL14-412_UPPER F02 FLOOR GIRDER 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 12:13:49 2014 Page 1 I D:c53KNt9S8dZAN gLpvMEnZkyCdl1-FnAta?h Rg?ivCyFuD8xrztuGC2X7JZzs73EmaeyCJy0 0-1-8 HI-1-4-0-1 111_011 1-2-0 I P$711 1-2-0 1111-1 3_I Scale=1:41.4 4x6 I I 3x6 FP= 3x6 FP= 1.5x3=5x8 II 5x6 I I 4x6 I I 5x6 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 i'L- 42 v\H /A f.] A m-.!..1 ti !.' . \ / \ / \ \ \ . t 4' -.A i \ N �� e e e d 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5x6 I I 6x8 I I 6x8=3x6 FP= 5x6 I I 5x6 II 3x6 FP=54 I I 6x6= 6x6= 1.5x3= 6x6= 5x6 11 11-0-7 I 10-6-7 1t-1-71 1 23-8-4 I 10-6-7 7-0 11-11-13 0-7-0 Plate Offsets(X Y)- [33:0-3-0 0-0-0j.[35:0-3-0.Edge].[41:0-1-8 0-0$] [47:0-1-8 0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.19 34 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.30 34 >944 360 BCLL 0.0 Rep Stress Ina NO WB 0.29 Horz(TL) 0.06 26 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:208 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(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) 41=1738/0-5-8 (min.0-1-8),26=1460/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2053/0,3-4=-2053/0,4-5=-3815/0,5-6=-3815/0,6-7=-5351/0,7-8=-5351/0, 8-9=-5351/0,9-10=-6071/0,10-11=-6071/0,11-12=-5955/0,12-13=-5955/0, 13-14=-5690/0,14-15=-5690/0,15-16=-5173/0,16-17=-5173/0,17-18=-4311/0, 18-19=-4311/0,19-20=-4311/0,20-21=-3119/0,21-22=-3119/0,22-23=-1699/0, 23-24=-1699/0 BOT CHORD 40-41=0/1093,39-40=0/2964,38-39=0/4611,37-38=0/4611,36-37=0/6017,35-36=0/6071, 34-35=0/6071,33-34=0/5955,32-33=0/5955,31-32=0/5465,30-31=0/4823, 29-30=0/3745,28-29=0/3745,27-28=0/2439,26-27=0/907 WEBS 2-41=-2001/0,240=0/1849,4-40=-1756/0,4-39=0/1640,11-34=-271/0,24-26=-1677/0, 24-27=0/1527,22-27=-1426/0,22-28=0/1309,20-28=-1207/0,6-39=-1535/0, 6-37=0/1425,9-37=-1354/0,9-36=0/257,20-30=0/1091,17-30=-986/0,17-31=0/674, 15-31=-563/0,15-32=0/434,13-32=-494/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. va,V PR OFF, 3)Refer to girder(s)for truss to truss connections. S 4)Bearing at joint(s)41 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity �Gj' ,y GI NEF'i' of bearing surface. �.? �i9 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. 4 i P E t" 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. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1029 lb down at 7-6-0,and 177 lb (!1 down at 16-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. QREGQ p 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). A`ksiAI q, LOAD CASE(S) Standard ��0 $ {� 1� k VJ4S?" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 A. HEn Uniform Loads(plf) Vert:26-41=-8,1-25=-80 EXPIRES:06/30/2015 December 5,2014 Continued on page 2 4 t ®varahC-Way desigrapaam,e rs sdREADDa87TESCP/71175 AM I,+KI.tSES81758SEFE/CEMTPAGE 8117473rea1/2fl/10€S6EFGt LISE Design valid for use only with Mack 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 �T�lR,,+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 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 PM*(sal lumbar'it n necifred,the eutgn ee:10 s are Share sflestive 06/01124#1:31 ayALSC 4, Job Truss Truss Type Qty Ply POLYGON R43351179 PL14-412_UPPER F02 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 12:1349 2014 Page 2 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-FnAta?hRg?ivCyFuD8xrztuGC2X7JZzs73EmaeyCJyO LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=-965(B)17=-177(B) 9 AGFARN136i..Verity Ete.spaarocforsatdREM hO SON THIS ANtI INOWLED 0%WOOf)MI ICPJ)FETvETKE MOO MIT7473 mw7I;2512018WHORE USE —�• Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �Y Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek:Qk* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/D.11 Quality Crited°,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 ft Southern Pine ISP)lurtrsersx is 15ratifirtet,.the design vel...m an these effective O6'0112013 by AMSC Job Truss Truss Type Qty Ply POLYGON R43351180 PL14-412_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 12:13:50 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jzkFnLi3RJgmp6g5mrS4V4QR5RxWLyCOMjzJ64yCJy? I 1-7-0 I I 1-9-0 Scale=1:17.8 6x6= 3x6 II 3x6 I I 3x6 II 3x6 II 356 II 1 11 2 3 4 12 5 13 6 e e o e d N X V v . d 10 9 8 6x6= Sus II 3x6 I I 6x6 = I 9-4-0 9-4-0 I LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 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 BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1045/Mechanical,7=889/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-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/Mil. 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(pit) Vert:7-10=-10,1-6=-100 ?,t,D PROrttS' Concentrated Loads(Ib) \ �"\-. N •10Vert:4=-132(F)3=-132(F)2=-132(F)11=-276(F)12=-132(F)13=-132(F) � " Q 870 2PE r to OREGON ,f4tL C' 13ER ••< c- C3S A. HERR EXPIRES:06/30/2015 December 5,2014 a r W&&.N7F Ve ff f Align,cuararefrrre a i READ Win ON IBIS APIS mama MITE.'REFEREKE ma mu1413 r£c 1/25/2S14 ifFM 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Irak" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 fl5muthtm.Pin*(S.1:1 lumber is specified,rIce d101ige vuiueu afE.'atla4e eilecthre 08/01/261.3 1ayAt5C Job Truss Truss Type Qty Ply POLYGON R43351181 PL14-412_UPPER F04 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 ID:c53KNt9S8dZANgLpvMEn2kyCd11-BAle?hihCdydRGPHIQzJ21zdZr9fnL_9aNjseWyCJy_ 0-1-8 1-0-8 2-6-0 0-10 HI I Scae=1:42.6 1.5x3= 3x6 FP= 1.5x3= 3x6 FP= 1.5x3=6x6= 4x6 I I 5x6 II 1.5x3 = 1 2 253 4 5 6 7 8 9 10 11 12 13 M►I� Y � V Yi 24 \ /I i i i i hi. N �W \.-. 23 CA 1131 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 Oen— 122:0-1-8.0-0-81.124:0-1-8.0-0-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell Lid 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 OF 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. (Ib)-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 ,skCO PR Ore 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ) Uniform Loads(pit) Vert:14-20=-8,1-13=-80 Concentrated Loads(Ib) cc 870 2PE ` Vert:25=-20(B) i / 7 -0.), OREGON tL© „,,,11/ GA. HEccP EXPIRES:06/30/2015 December 5,2014 ®WAF°tN7:S1-terfyrte.finparamorersvialREADy/7IES04T1F;SANLi:NCLUDED WIEN:4EFEFEfaPAGE MTI7473mg,.f/25/2ELEBEMUSE Design valid for use only with Wel(connectors.This design is based only upon parameters shown,and is for on 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 t �T��° 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 Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 II Southern Pine(SP)Itonhor is specified,dna design values arett ese metestie*06/0312013 by AtSC Job Truss Truss Type Oty Ply POLYGON R43351182 PL14-412_UPPER F05 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 5 Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:51 2014 Page 1 I D:c53KNt9S8dZANgLpvM EnZkyCdl1-BAIe7hihCdydRGPH KZzJ21zd4rIOnX19aNjse WyCJy_ 1-2-12 1.15x3 II 3x4= 2 Scale=1:13.2 0 Z S 5 ) 4 3 1.5x3 II 3x4 = 1-5-12 1-5-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 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(lb)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 PROre co tIGINE'8 t 2PE cn 't>,OREGO rt.?Qom/ p '�1ER i C- A. He EXPIRES:06/30/2015 December 5,2014 1 } ®a WAM -Ver.'ly dxf spaamemrs and REM)f/iTES ONTHIS Ale& KILfi MIIEKREFEFTEPat°E PA.C. MMI7 7 473 arc 1124/1M24BESIRE USE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �u 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 �s te e +. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �f� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quatty 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 461 Jambe'it wred ted,the signvalues afE Those alfaatiue o4/O3f2O4.3 try.ALSE Job Truss Truss Type Qty Ply POLYGON R43351183 PL14-412_UPPER F06 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:52 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-fMrOC1jKzw4U3P_TuGUYbV WmrFYbWtNJp1 SQ9yyCJxz 0-1-8 H I 2-1-12 1 2-6-0 I Scale=1:35.5 1.5x3 II 1.5x3= 1.5x3= 3x5= 1.5x3 II 3x4 = 1.5x3 I I 3x4= 3x6 FP=1.5x3 II 3x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 c e o e e. -Z N4444114414144444444S9- 7 44INN%1 18 a o 0 V NN- 17 . a 16 15 14 13 12 11 3x4= 3x6= 3x6 FP= 3x5= 356= 354= I 20-4-12 I 20-4-12 LOADING(psi") 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) -0,12 13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.20 13-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:101 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) 11=886/0-2-12 (min.0-1-8),16=886/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1750/0,3-4=-1750/0,4-5=-2406/0,5-6=-2406/0,6-7=-1835/0,7-8=-1835/0,8-9=-1835/0 BOT CHORD 15-16=0/945,14-15=0/2219,13-14=0/2219,12-13=0/2262,11-12=0/1076 WEBS 9-11=-1334/0,9-12=0/940,6-12=-529/0,4-15=-581/0,2-15=0/998,2-16=-1240/0 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 ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ' �p`t,D PR op. � �,1 N4fp ' 87022P, r' Ts Af,, OR GON til,Q4 0© ' BER 11 ` A. HR EXPI RES:06/30/2015 December 5,2014 i IEA suits-Ve,?ff deoipn pram ens Arid READ X TES ON THIS NC 714Cf.f/SE01413Ef REFERENCE PAGE 1471.7 473 reg.1/25/2611BERME t3E' Y NI 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 shownis for lateral support of individual web members only.Additional temporary bracing fo insure stability during construction is the responsibillity of thewT�'A4f* 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 BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifSauthete Pine f5P)lumbar is specified,the fledge vadoes am elsex:e effective 06/03/201.3 byAiSC Job Truss Truss Type Qty Ply POLYGON R43351184 PL14-412_UPPER F07 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s.81111 2014 MiTek Industries,Inc.Thu Dec 04 12:13:53 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-7YPOQNkykECL077fS_?n7j2zcfztFQ1 S2hCziPyCJxy 00.8 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 -i ■ - e 0 e p _ e o d e m e e 0 B 42 I o II 4 ' e. , c °. o e q o "o ,5 p 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x6 FP= 1-4-0 2-8-0 I 4-0-0 I 5-4-0 I 6-8-0 I 8-0-0 I 9-4-0 I 1050 I 12-0-0 j 13-4-0 I 14-8-0 16-0-0 I 17-4-0 I 18-8-0 I 20-0-0 I 21-40 22-8-0 I23-11-12 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 14-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-3-12 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (Ioc) I/defl Ud 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/TP12007 (Matrix) Weight:112 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std(flat) REACTIONS. All bearings 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 2-v 8 i. 2PE / r j;,, OREGO ,Zc'4 v , A. HE'- EXPIRES:06/30/2015 December 5,2014 4 4 A ff4lNlTl'-Ven/y design pa;ameen a:td READ MS ON THIS AK MIMED Mira REFERENCE PAGE HIT 7473 M r.1,12512It4BEMUSE Design valid for use only with MiTek connectors.The 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 IIII b for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the ■��Te�= erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,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 Snuitheen.Pine 4SP)tsmtaer is sperifieeL the uarutge ialiklES are-Move a estiare135/01/zetas by ALSO • Job Truss Truss Type Oty Ply POLYGON R43351185 PL14-412_UPPER F08 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 12:13:54 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-blzmdjlaVYLCIj8s?hWOgwb01.6-1? 8Y3J0_g1 bHKxxXEryCJxx f 1 2-0-0 1 1 6-1191 1-2-12 0138 Scale=1:42.9 3x6= 3x4 II 3x4= 3x4= 3x4= 3x4= 3x6 FP=3x4= 454 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ' / N\ o/ N--ZAIIIIIIIN\9/41111111\"%. /./ \\ A \ :-- 26 Y IP 4 ‘41011=44111MOW 0 25 24 23 22 21 20 19 18 17 16 3x6= 3x5= 3x6 FP= 3x5 = 355= 3x5= 3x5= 4x6= 3x4= 25-2-0 I 23-6-12 23I 23-6-12 0-‘la 1-5-12 Plate Offsets(X.Y)— fl:Edae.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) 0.00 18 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.05 Vert(TL) -0.02 23-24 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 18 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:138 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 23-8-4. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)18 Max Gray All reactions 250 lb or less at joint(s)24 except 17=768(LC 1),17=768(LC 1),23=392(LC 3), 21=364(LC 3),20=363(LC 3),19=361(LC 3),18=296(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 16-25=-377/0,25-26=-377/0,15-26=-377/0,13-14=0/286 BOT CHORD 16-17=-286/0 WEBS 14-17=-579/0,14-16=0/474 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 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)272 lb down at 24-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. v PROF- 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). tS' LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.0087C?22PE Uniform Loads(plf) / Vert:16-24=-8,1-14=-80,14-15=-180(F=-100) Concentrated Loads(Ib) Vert:15=-272(F) .5. tS‘ i� -y p ()REGO co 40 1606,4,48. EXPIRES:06/30/2015 December 5,2014 a WARM%%a-Yes 1f desiyrl parar rxers sod READ W'SON THIS AN iMUMED MTT€K WERE/Oa-PAGE MTF 1471 me 1/25120148EFMME 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 �{@�C erector.Additional pemlanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 11 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quattfy Criteria,DSB-89 and BCSI Bonding Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 rfsbuutherePusefSP)lumbar is specified,the design wanes arethoseeffective 06/11fis13 by ALSC Job Truss Truss Type Qty Ply POLYGON R43351186 PL14-412_UPPER F09 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 12:13:55 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd114xX8r3ICGrT3wtj2ZP2FC88KOSfMjKXIV h4mHyCJxw 13043 Scale=1:14.0 1 2 3 4 5 6 7 16 • 4 15 14 13 12 11 10 9 8 i 1-4-0 2-8-0 1 40-0 i 5-4-0 6-8-0 i 7-4-0 i 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-8-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:38 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 7-4-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)14,8,13,12,11,10,9 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,ikti) PRQje ��Gj .q,, E h� t?fes` 87022PE cv Ai �'aj, OREGO f�q4 EXPI RES:06/30/2015 December 5,2014 f ®WAFNJM1.Verify deupnpararncorsa,:dREADDNSIESC4THISANND1MLLSED 141TEK REFERENCE PAGE/4777413rr•c1/1fl/201414PAT£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 resporsibillity of the MiTek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fY[ fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,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 If Soatihern.Pine ISP)taammhav is pretifiaa#,the tlesigerealues arethose.effective 06;tiU1,4821.3 by AMSC Job Truss Truss Type Qty Ply POLYGON R43351187 PL14-412_UPPER F10 GABLE 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Thu Dec 04 12:13:55 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-4xX8r31CGrT3wtj2ZP2FC88KNSfLjKVMV_h 4mHyCJxw 1 2 3 4 5 6 Scale=1:12.8 14 0 o N J 13 12 11 10 9 8 7 I 1-4-0 I 2-8-0 4-0-0 5-4-0 6-2-12 1-4-0 1-4-0 1-4-0 1-4-0 0-10-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr 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. (Ib)- 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 tD PRO �> , s ,‹a �Vfii ~ , tsf©29 8 e 2PE . A) OREGO 4�' © NT- S A. HE qtr EXPIRES:06/30/2015 December 5,2014 0 A W41-IN O Verff'deg alaPaaarsxsrssad READ P7175 ON THIS AND MUM NI7€KREF€RE PAGE MIT.7473ten.1,125%2010BERME Lt€ Design valid for use only with M7ek connectors.This designs based only upon parameters shown,and is for an individual building component. 1111 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the A ' e T � erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BAB l fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/71.11 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 }fSouthaernPisse(SPT lumber isspasfa rIeOgg sacsthese effective o6/0Sf210.3byMSC Job Truss Truss Type Qty Ply POLYGON R43351188 PL14-412_UPPER F11 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MITA Industries,Inc.Thu Dec 04 12:13:56 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-Y75X2Omg19bwX11E76ZUILgTFsv4Sf4ukeQdJkyCJxv 0-1-8 HI 1-8-12 I I 1-6-8 1 2-0-0 1 Scale=1:38.0 3x4= 3x4= 3x4 II 4x4= 3x4= 3x4= 3x6 FP= 3x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 • z a 0 \ / \ / N ,/, X //r X 2 d/ Xd N a 1iD 21 20 19 18 17 16 15 14 3x6= 3x6 FP= 3x5= 3x5 = 3x6= 3x4= 4x6= I 1-11-12 2-1114 22-4-12 I 1-11-12 61-8 763-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.12 16-17 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.19 16-17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:18-20. REACTIONS. (lb/size) 14=856/0-2-12 (min.0-1-8),20=1364/0-5-8 (min.0-1-8) Max Grav14=880(LC 4),20=1364(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/346,2-3=0/345,3-4=-1381/0,4-5=-1381/0,5-6=-2237/0,6-7=-2237/0,7-8=-2294/0,8-9=-2294/0, 9-10=-2294/0,10-11=-1556/0,11-12=-1556/0 BOT CHORD 19-20=-138/646,18-19=-138/646,17-18=0/1900,16-17=0/2357,15-16=0/2017,14-15=0/881 WEBS 1-20=-484/0,12-14=-1191/0,12-15=0/912,10-15=-623/0,10-16=0/374,5-17=0/492,5-18=-737/0,3-18=0/1034, 3-20=-1116/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. [} PR OFF 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). \C "AGINE,z-Q.n LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.0087Q22PE � Uniform Loads(plf) Vert:14-21=-8,1-13=-80 Concentrated Loads(Ib) Vert:1=-272(F) N 5Y rA4 - �" OREG•N 91,'`)'A 41. � `wB ER 1� A. HER EXPI RES:05/30/2015 December 5,2014 4 9 ®WARNTMt-VE fp dvdEa puamefsrs ane READ N>-TES ON TUTS AM)71.1/LE0#ITEK REFERENCE MOA PM 7473(ec 1f /2 1 BEMUSE - Design valid for use only with Mitch 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 1j�T �' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY1 f fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 QuaBly 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 Pint OP)satmtms it spas ifii ttaeetsdgn values are those etfesttse 06101/2014 byALSC Job Truss Truss Type Qty Ply POLYGON R43351189 PL14-412_UPPER F12 FLOOR GIRDER 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 12:13:58 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-U WDHT4o4YmrenKRdEXbygmmrigeewfeBByvkNcyCJxt 0-1-8 H 1 1-2-12 1 p-8-4I 2-0-0 I Scale=1:43.4 1.5x3= 3x6 FP= 3x6 FP= 1.5x3= 4x6 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 o Li m u L H3,, u 26 I CA 25 24 23 22 21 20 19 18 17 1.5x3 I I 4x6= 3x6 FP= 3x5= 3x5= 3x5= 3x5= 3x4= I 1-5-121-714 25-2-0 I 1-5-120-V-8 73-6-17 Plate Offsets(X Y)— [1:0-1-8 0-0-8] LOADING(pet) SPACING- 1-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) -0.09 20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.22 Vert(TL) -0.15 19-20 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.04 17 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:167 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(flat) end verticals. WEBS 2x4 DF No.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:24-25,23-24. REACTIONS. (lb/size) 17=622/Mechanical,24=2401/0-5-8 (min.0-1-8) Max Grav17=640(LC 4),24=2401(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/297,2-3=0/293,3-4=-839/24,4-5=-839/24,5-6=-1707/0,6-7=-1707/0, 7-8=-1707/0,8-9=-2057/0,9-10=-2057/0,10-11=1891/0,11-12=-1891/0, 12-13=-1891/0,13-14=-1210/0,14-15=1210/0 BOT CHORD 22-23=0/1327,21-22=0/1327,20-21=0/1933,19-20=0/2024,18-19=0/1603,17-18=0/668 WEBS 2-24=-1393/0,1-24=-465/0,15-17=-890/0,15-18=0(720,13-18=-524/0,13-19=0/382, 8-21=-329/0,5-21=0/530,5-23=-678/0,3-23=0/857,3-24=-709/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 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 ANSUiPI 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. 6)CAUTION,Do not erect truss backwards. PR Q 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-1-8,and 1230 lb ,\i- FFStV down at 1-8-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. �Co N�"INE /0 •8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 44,/ Qin LOAD CASE(S) Standard 4 87022PE A-- 1) `1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 f Uniform Loads(pit) Vert:17-25=-5,1-2=-150(F=-100),2-16=-50 tP . h Concentrated Loads(ib) Vert:1=-272(F)2=-1230(F) ' r.�. %R E ��Q 9�, �'�BER �� � A. HQNP EXPIRES:06/30/2015 December 5,2014 4 _ A ®MANM.Vc rdesisanraraoaarsai;dR 0 IESC4ISISASSI:SSTSSEfiM77€KR€€€R€N PAGE 515.7473rec1/25/214ftp:9FGSE 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 t fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Inlormalon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Aisne fSP)iaiarttae.r in&aaca£ied,,tine 44zecieri vada er are those o£feat ve 06/O3j2013 byALSC Job Truss Truss Type Qty Ply POLYGON R43351190 PL14-412_UPPER F13 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:58 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-U WDHT4o4YmrenKRdEXbygmmpJgfywgcBByvkNcyCJxt I Dao 4x4—[ 1-7-0 I I 0-8-7 4x4-) 1-2-0 1 1 0-6-1 1 OM 1 2 3 4 5 4x4= 6 Scale=1:12.9 13 • 4 0 0 N 4x4= 12 11 10 9 8 4x4= 4x4= I 2-10-11 I 3-5-11 I 4-0-11 I 4-11- I 2-10-11 0-7-0 0-7-0 0-10-9 Plate Offsets(X Y)— [2'0-1-8 Edge] [4:0-1-8.Edge].[5:0-1-8 Edge] [7:Edge.0-1-81.(10:0-1-8 Edge].(12:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.13 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/TP12007 (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 ANSI/TPI 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 ....0.-S%,.‘,,GIN 4-:(97,(2. ="r 87022PE. t y 'o, (DREG*N ti Q On FABER 1� , S A. HSA EXPIRES:06/30/2015 December 5,2014 r A ttMNThtt a-5-r.'Ipdesiyn parameters mei READ/ TE'S CM Th/7S Me1M2tSED t4STE f REFEREPia PAGE Mg 7 473 mg,1,1251201A BEMUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �y Applicability of design parameters and proper incorporation of component 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 q i¢�,`_ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding SYS R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-B9 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 6640011sem,Pine jai}lumber is specified,the dasige nrutuues emblem a ffaetive 05,/01(21313 by ASC Job Truss Truss Type Qty Ply POLYGON R43351191 PL14-412_UPPER F14 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:13:59 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-yinfgQpjJ4zV000poE6BN_Iy?4ucfzP LQcfHv2yCJxs 0-1-8 H 1 1-0.8 I 2-6-0 1 0-118 Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5=- 1 1 2 3 4 5 6 7 8 9 10 11 12 2 a 7 N 7/ N ; / 7 `,m, ee '-12. 17 16 15 14 13 3x4= 4x8= 3x8 FP= 3x5= 3x5 = 4x6= 3x4= 1.5x3 SP= 1 24-6-8 I 74-6-8 LOADING(ps() SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl 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 >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/I-PI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard SOD PR Ore, 444 Ir cc 870 2PE �A) ( REGO /�Q4/ SA,. H \ EXPIRES:06/30/2015 December 5,2014 i / -ye?r deggn parameters w0 REA1 ICTES SNTHISAND IM2LCED MITEX REFERENa PAM Jet 7413ret ii125/2?dMN tEUSE ^ �' 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 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quailty Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSok,tt,er3 Pirre4SP1awm is � the design valuator* 06/O2faosatry AtBC Job Truss Truss Type Qty Ply POLYGON R43351192 PL14-412_UPPER F15 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:00 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-QvKlumpL4O5M0ebOMydQvBr7xTIgOYkUfGOrSVyCJxr I 0-6-4 I I 1-2-0 1 I 0-8-7 I I 1-2-0 I I 1-5-1 1 2-6-0 1 Scale=1:16.4 1.5x3 I I 4x4= 1.5x3 II 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4x4= 4 5 6 7 o 0 N e e ee e e •/ e 13 12 11 10 9 3x4 = 8 1.5x3 I I 1.5x3 II 4x4= 4x4= 3x4= 2-10-11 1 3-511I 4-0-11 I 8-2-12 I 2-10-11 0-7-0 0-7-0 4-2-1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft lid 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 IDE 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 4,`1,0 PR Opts �sc'. Nc N,E. 9 s,a � 87022P, r 5.-57 cv‘AOs ',c OR SON, �Q O OBER "Q A Heck EXPIRES:06/30/2015 December 5,2014 i f A1W0.N1143 Veiffdesign ra:anxslrstorRREAOttD7€5UNTRUUUANDAcUSEDMITE EFERER NIl'7473reg tl19/20I4R£,..MEi7_ N wDesign 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 �■�IQ,r lc'` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the FY[ � erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,qualify 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 lfSoutlaerrn Maae(SP)lumber is agar Vied,the-designvalues are those effective 06/€31/201.3 by MSC Job Truss Truss Type Qty Ply POLYGON R43351193 PL14-412_UPPER F16 FLOOR 9 1 Job Reference(optional) Pacific Lumber BA Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:01 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-u5uQ56gzrhDDeoACwfafSPOJ5ta87uxduw8O_xyCJxq 0-1-8 H 11-2-12 1 9-6-41 2-0-0 1 Scale=1:42.8 4x5= 3x4= 3x4 I I 3x4= 3x4 = 3x4= 3x6 FP=3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Y fA 9 9 e 2 9 1:::\ 11/ ` E`. /N. 4...../ N. /N. /\ 0.•••/-\. \ N 2 R -�� 24 23 22 21 20 19 18 17 16 4x6= 4x6 = 3x6 FP= 3x5= 3x5= 3x5= 4x6= 3x4= 1 1-5-12 1-T(4 25-2-0 I 1-5-12 0-1-8 23-6-12 LOADING(ps() SPACING- 1-7-3 CSI. DEFL- in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.21 19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.33 18-19 >867 360 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.07 16 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:136 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:22-23. REACTIONS. (lb/size) 16=1013/Mechanical,23=1450/0-5-8 (min.0-1-8) Max Grav16=1028(LC 4),23=1450(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1350/0,4-5=-1350/0,5-6=-2679/0,6-7=-2679/0,7-8=-3209/0,8-9=-3209/0,9-10=-2943/0,10-11=-2943/0, 11-12=-2943/0,12-13=-1881/0,13-14=-1881/0 BOT CHORD 22-23=-123/379,21-22=0/2105,20-21=0/2105,19-20=0/3036,18-19=0/3168,17-18=0/2504,16-17=0/1043 WEBS 14-16=-1410/0,14-17=0/1132,12-17=-842/0,12-18=0/593,9-18=-304/0,7-19=0/256,7-20=-504/0,5-20=0/797, 5-22=-1042/0,1-23=-399/0,3-22=0/1335,3-23=-1100/0 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)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. 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)272 lb down at 0-2-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. [} PRO 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). N. is tlO. LOAD CASE(S) Standard � ' 29 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 $ ! 2P Uniform Loads(plf) Vert:16-24=-8,1-15=-80 Concentrated Loads(Ib) f Vert 1=-272(F) g. %)\ , r N -7 �Aj, OREOO if'44/ � 'I�'©�iBER 1� P� ` A,. He?, EXPIRES:06/30/2015 December 5,2014 t tlAtsfNTM3-Vert?deni7a varameers aitd READ tt NES 0/4 THIS AM MIMED MZ7EK REFE:'.EN4 PAGE Mu 7 473 mc 1/1512014 WO R RISE 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 'r 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/1911 Quality Crfleria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95810 It Saushesn Pirsw)SP)tumben is specified,site siesta wider are Str offecttve OG/OSf2a313 byA SC Job Truss Truss Type Qty Ply POLYGON R43351194 PL14-412_UPPER F17 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 12:14:02 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1MHSoJSrbc?L3FylOTNgu?cwUQHwdsKwn6atyVVNyCJxp f1-7-41 2-6-0 I 0-110 Scale=1:40.7 4x6= 3x4= 3x4 = 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 e c4" 7N7 ---0-----0-- a -7 NS,s.s.N 7.00°1.4 o- \ N.a 21 N `! `'w 20 19 18 17 16 15 14 13 4x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 0-(8 23-11-12 I 0-i-8 23-10-4 Plate Offsets(X.Y)-- j19'Edge.0-1-$1_ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.22 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.36 15-16 >783 360 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1043/0-5-4 (min.0-1-8),19=1043/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1581/0,3-4=-1581/0,4-5=-3040/0,5-6=-3040/0,6-7=-3266/0,7-8=-3266/0,8-9=-2265/0,9-10=-2265/0, 10-11=-2265/0 BOT CHORD 18-19=0/377,17-18=0/2450,16-17=0/2450,15-16=0/3294,14-15=0/2907,13-14=0/1291 WEBS 11-13=-1600/0,11-14=0/1207,8-14=-796/0,8-15=0/444,6-16=-314/0,4-16=0/731,4-18=-1077/0,2-18=0/1492, 2-19=-1125/0 NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.13V'X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard �o PRQp � t4�G0 '�N�'tNE�'7 70* Q 87022P, r- . ' cv -0.?O R GON ria,..(‘Q0 �$ER 1 Ds A HeNP EXPIRES:06/30/2015 December 5,2014 c f A wtjlHTM3.Verity'deuiynra;anxsrsa.dREAD AR1€5 ON MIS AnD man mum WEENY M NNM7473rev.1125/MIA BEFORE 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 MiTek. �B F a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the BXB�!Pr k* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding e fabrication,quality control,storage,delivery.erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern,••Pine OP)tuiatsac is npecified,the design'ka1.uao areetiasa effective 061Ol/24113 Iayfi SC Job Truss Truss Type Qty Ply POLYGON R43351195 PL14-412_UPPER F16 FLOOR 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:03 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-rTOAWosDNJTwt6Ka14B7XgTfHhG2bnOwLEdV2gyCJxo 0-1-8 li 2-6-0 Scale=1:40.1 6x6 = 3x4= 3x4= 3x4—3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 20 P1 II/ IN 7 N 7 Ni 7 ANN 7 NiNN 11.441 al 19 18 17 16 15 14 13 6x6= 4x8= 3x6 FP= 3x5 = 3x5= 4x6= 3x4= I 23-8-0 I 23-8-0 Plate Offsets(X Y)— [19:Edge.0-1-8].[19.0-1-8.0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.21 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.53 Vert(TL) -0.35 15-16 >803 360 BCLL 0.0 Rep Stress Incr YES WE 0.77 Horz(TL) 0.07 13 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:120 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=1032/Mechanical,19=1027/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1461/0,3-4=-1461/0,4-5=-2950/0,5-6=-2950/0,6-7=-3206/0,7-8=-3206/0,8-9=-2235/0,9-10=-2235/0, 10-11=-2235/0 BOT CHORD 17-18=0/2345,16-17=0/2345,15-16=0/3219,14-15=0/2862,13-14=0/1276 WEBS 11-13=-1581/0,11-14=0/1188,8-14=-777/0,8-15=0/426,6-16=-333/0,4-16=0/750,4-18=-1095/0,2-18=0/1511, 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)Bearing at joint(s)19 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 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. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ' ''S‘ ' G NE fi.''6y1 <0 0,4 Ott, 2� 87022PE r''' 7 �ATOREGON tf"�<U A. HE''N EXPIRES:06/30/2015 December 5,2014 ®w4J1N1MS.Volk rleuiynra;anrtars and READ PCTES C`FWEANS MUM MI1ESE££REM£PACs£MIF7473rns1/18/2014BE 8Et65 Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �,+Y Applicability of design parameters and proper incorporation of component h 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 t�.K.� 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-69 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 tf Southern Pis e15P)lumber is specified,the design values ate those effective 0081/101.3 by Job Truss Truss Type Qty Ply POLYGON R43351196 PL14-412_UPPER F19 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 12:14:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-JgaYk7sracbnVFvnbniM41?r45iTKMh4auM2bGyCJxn 0-1-8 HI 1-8-12 I I 2-2-0 1 2-6-0 Scale=1:38.5 1.5x3= 3x6 FP= 3x6 FP= 1.5x3= 5x6 II 4x6 II 2 3 4 5 6 7 8 9 10 11 12 \... � m e e ►' P V I. N a It- D a m p 19 18 17 16 15 14 13 1.5x3 I I 3x6 FP= 3x8= 3x5= 3x4= I 1-11-12 2-�[4 22-4-12 I 1-11-12 0-1-8 20-3-8 Plate Offsets(X.Y)— [1:0-1-8.0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) -0.05 15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.09 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:143 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.1&Btr(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=811/0-5-8 (min.0-1-8),18=3148/0-5-8 (min.0-1-8) Max Horz13=-1594(LC 4),18=1594(LC 4) Max Grav13=868(LC 4),18=3148(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/829,2-3=0/828,3-4=-1649/154,4-5=-1649/154,5-6=-1649/154,6-7=-2380/0, 7-8=-2380/0,8-9=-1842/0,9-10=-1842/0,10-11=-1842/0 BOT CHORD 17-18=-1035/0,16-17=-1035/0,15-16=0/575,14-15=0/749,13-14=-501/163 WEBS 2-18=-1533/0,1-18=-1113/0,11-13=-1338/0,11-14=0/917,8-14=-519/1,6-15=0/360, 6-16=-731/0,3-16=0/1140,3-18=-1355/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x6 MT20 unless otherwise indicated. 3)Non Standard bearing condition. Review required. 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. 6)CAUTION,Do not erect truss backwards. PR Q 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)608 lb down at 0-1-8,and 1200 lb .��4`� FSS down at 2-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. <0 .tXC1 'F,9, 70 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 44 h LOAD CASE(S) Standard ' 87022P, 1-- r 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) . . i Vert:13-19=-8,1-2=-180(F=-100),2-12=-80 Ag r Ai -57 Concentrated Loads(Ib) f-0 OR ("(�� b (V Vert:1=-608(F)2=-1200(F) .w t� Q o 48-E-fl .0Q� A. He . EXPIRES:06/30/2015 December 5,2014 f f ®W4RIV/M3-Verity design pam,onersandREAD WIFEOHTHIS ANC DOMED KITEKREEEREtdzPAGE/4117473mx1;29/20PSREP-CIE USE. Design valid for use only with Mitch 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,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifSauthexn PinelSP)isuvs'baris spasiified,the design velum acm.thasac4factive 0009f2013 hy.M.SC Job Truss Truss Type Qty Ply POLYGON R43351197 PL14-412_UPPER F20 Floor Supported 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 12:14:04 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-JgaYk7sr8cbnVFvnbniM41?s65kRKPk4auM2bGyCJxn Scale=1:18.7 1 2 3 4 5 6 7 8 9 10 o L° J a o a O d — N I �. .. 9 B O O v 20 19 18 17 16 15 14 13 12 11 I 11-48 I 11-4-8 LOADING(psi) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ltd 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 lncr YES WB 0.03 Horz(TL) 0.00 11 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (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. (Ib)- 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/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 EO PROFfi -�, ss 44., I 6:5",INE. Q8 6 2PE< ,9f ` N45- sx' / eYry OREGO elAu ' A. HSN- EXP I RES: SEXPIRES:06/30/2015 December 5,2014 B it A MAaYNL'n°2-Vera'del/7x;.grans mrs a d READ ICIES 57/THIS AND MELTED MfTV<REF55(57,7 PAGE MIT 7473 icc.1/29/26g4fl£R 4£' YSE mil..... 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 responsibillity of theMillet 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 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Passe )lumbar isspecifiect tit.desig€r uaiues ac¢:s1tona effective 06/00,12013 byABSC Job Truss Truss Type Qty Ply POLYGON R43351198 PL14-412_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 12:14:05 2014 Page 1 1ID:c53KNt9S8dZANgLpvMEnZccyCdl1-ns8wxTtUvwje6PUz9VDbcFY?xU4v3spDoY6c7iyCJxm 1.5x3 ti 5-7-12 i 2-6-0 1.5x3 II 1 2 4x4= 3 Scale=1:13.0 J L O 5 4 4x4= 3x4= 0(1-� 3-4-12 o-1- 3-3-4 Plate Offsets(X.Y)— j5:Edge 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 0.17 Vert(LL) 0.00 5 "`" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.06 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight: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. (lb/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(lb)or less except when shown. NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITPI 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 .co• . PR t?FFs 87022PE444 "Y c 04 y -0, OREGO do u '�0 cc'/$'ER 11 Cam ©s A- Heck P EXPI RES:06/30/2015 December 5,2014 1f ®W4alNl'fa Verity def yra pm'ssl inrs a,d READ PE,TEE ON fill AND ISailDED PITEK REEF/toga BRIE MIT 1473 inc 1/25/201$WORE a 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 ��IQ�- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern:Pane(SP)Dumber is specdied,the design.unities are those erred re O6/Q2/201.3 bylLSC Job Truss Truss Type Qty Ply POLYGON R43351199 PL14-412_UPPER F22 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:05 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-ns8wxTtUvwje6PUz9VDbcFY?PU1 i3o_DoY6c7iyCJxm 1 1-3-4 I 2-3-0 I Scale=1:22.6 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4 5 6 7 azz g d e -INNNNN: 1: 10 9 3x4 = 3x5= 3x5= 3x4= I 13-0-4 I 13-0-4 LOADING(pot) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d 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 0.8=-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 t° PROFes 8 s 2 P I LD i ,:u NI �y A�,, OREGO dt© " . 8'ER 1 A. He EXPIRES:06/30/2015 December 5,2014 9 a 154:18755-Yeefrdeazyn rarametnrs and READ M7ES 0f{MS Ale matan MIFE!f REFERENCE.PAGE ffa 7413 mc/129/20/4 F04E1 . 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 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If S<,wrthexn Pint(SPI lainstaua is specified,the desigsneutuon are thaw eNtstive 00 0112013 by MSC. Job Truss Truss Type Qty Ply POLYGON R43351200 PL14-412_UPPER F23 Floor 7 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:06 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-F2iJ8pu6gErVkZ39iCkg9S59EuJGoBUN1Cr9f8yCJxl IQ-8-4 I I 2-6-0 I °-146 Scale=1:36.6 4x4= 3x4= 3x4= 3x4= 3x6 FP= 355= 1 2 3 4 5 6 7 8 9 10 11 a a e -i 20 N m 19 18 17 16 15 14 13 12 4x5= 3x6 FP=3x6= 3x5= 3x8= 3x4= 21-6-12 21-6-12 Plate Offsets(X.Y)— [1:Edge.0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 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/TPI2007 (Matrix) Weight:110 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/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 V PR Ore 4N+'iNS�15) .0, 870 2PE r 7 SAT cy OREGON ,.,40 AP A. HE EXPIRES:06/30/2015 December 5,2014 4 _ atY ANIN%-Veffdesi7npuamcersandREADDWITSON71f1SAMI1 1/E`EDNITERREFERENCE3 74 7473 mt.1/15/24S4D 5E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �fl 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 Qualfly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 IfSeunisens Pirie{3l)}lumber in spa€ifted,the deli o tnluas aretheve effective 06/01/1013 by./413C Job Truss Truss Type Oty Ply POLYGON R43351201 PL14-412_UPPER F24 GABLE 1 1 Job Reference(optional) Pacific Lumber&Tess Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:07 2014 Paget ID:c53KNt9S8dZANgLpvMEnZkyCdl1-jFFhM9vkRXzMMjeMGwF3igdNMII9XmV WGsbjBbyCJxk 0-148 Scale=1:33.5 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 • e e aa o a a a o a 0 a o a a • 3a 2 z _ _ - - - ., 7 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 I 4-0-0 5-4-0 6-8-0 8-0-0 j 9-4-0 1 10-8-0 1 12-0-0 1 13-4-0 j 14-8-0 j 16-0-0 1 17-4-0 j 18-8-0 1 20-0-0 29-4-12 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 1-4-0 140 1-4-0 1-4-0 1-4-0 1-4-0 041 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 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:97 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 20-4-12. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)19 Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,32,31,30,29,28,27,26,25,23,22, 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/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 =!OPRQF 6:2 87022PE © r' © N y "a), OREG 14, 1$C sj3ER \\ P� ANe EXPIRES:06/30/2015 December 5,2014 i / M-Verity r#c_=gnpaaraxwrs;Ad READ N27 S ON THIS AND MiGlIZEDMI7£Kf(EFERENEPAMM4UU7473cic1,/15/201SR9-OW£USE Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. �y Applicability of design parameters and proper incorporation of component S 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 fs the msponsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Nigel(' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualify Criteria,DSB-B9 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Snutivnnrs.fiineisP).lumber is spetified,the thwart tees.ace hese o ecxive 05f01/2013 by/MSC Job Truss Truss Type Qty Ply POLYGON R43351202 PL14-412 UPPER F25 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 12:14:08 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl l-BRp3ZVvMCr5DztCYgdnIEtAXIi5JGDkfWN(Gkl yCJxj 0-ji(8 Scale=1:35.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 • a a a a a a a d e a o- m a o a 0 3 38 0 d N a • oa e a a e o a a a a6 a • 37 xxxxxxxx° xxxxxxt-Xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxcxxxxxxxx 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x6 FP= 1-40 2-8-0 4-0-0I 5-4-0 I 6-8-0 8-0-0 9-4-0 10-8-0 12-0-0 13-4-0I 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(ps() SPACING- 2-0-0 CSI. DEFL- in (Ioc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 19 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:100 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 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/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 •��E() PR Q/ $ SO 7022PE 1-- / 7 �A1,, OREGO ®4 S A. HE. EXPIRES:06130/2015 December 5,2014 4 t AwAmZ,rta-Ycr,'?p deign pa;auwsenui'READ ROTES OYMIS ANL m7 itt--E0/4IT€(TEFERENCE PAGE MIT 1413mg,1,/2ff25i4 DEW USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �y Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the #' �k erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,Yf fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1P11 QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ii 5outha a Pirse(SP)kxrher is specified,.tte design Peal rap are those e4fastiue 06/03/2013 byLSC Job Truss Truss Type Qty Ply POLYGON R43351203 PL14-412_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 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-fdNRnrw_z9D4b1 nkOLIXn5jfU6Jz?VtpjA4pGTyCJxi I1-04 I 2-6-D I aks Scale=1:41.5 4x6= 3x4= 3x4= 3x4= 3x6 FP= 4x5 = 1 2 3 4 5 6 7 8 9 10 11 12 I/ 2 7 '2 7'. 2 7 - V .. 21 - 20 19 18 17 16 15 14 13 3x4= 4x8= 3x6 FP= 3x5= 3x5= 4x6= 3x4= 1.5x3 SP= 0-48 24-4-12 I n -p 749-4 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud 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 lncr YES WB 0.74 Horz(TL) 0.08 13 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 t0 PROPe• , � \ ENGINE R TSiQ, 87022PE r N Rcl‘ ' ' 5. 4 OREG$N rf'q� CIO —18E14 1� -- v1/41.- 4. He EXPIRES:06/3W2015 December 5,2014 B f ®W4R -Wear de=_ araraatemrsxxdRSOMRS 0/NTHIS AND MUM MTV(REFERENCE MG£MIT 7473reg.I,12Sf2G1S0f.Ts3.4EUSE Design valid for use only with Miler(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�T�rk•. 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 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ifSautharriPimeiSPIlumber is avesil5ed,the uasipt Witt.sm./hese 04fectue o6{S#3/2013 my SC Job Truss Truss Type Qty Ply POLYGON R43351204 PL14-412_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 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-fdNRnrw z9D4b1nkOLIXn5jhg6Or?bHpjA4pGTyCJxi 1 1-7-12 I 2-6-0 0-j8 Scale=1:25.6 1.5x3 I I 1.5x3= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3= 1 2 3 4 5 6 7 13 0 0 _ -t -'110°°' .1111IN--. N e e NI 12 II 1.41. 10 9 3x4= 3x5 = 3x5= 3x4= 0118 14-9-4 I 0-1-8 - 14-7-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.04 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 BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:75 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=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 ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard , c�EO PRQF4rss � ‘A 94Ze I. -17 Q 870 2PE �y NSA OREGO (5;�tl/� ��'0 BER 1� � A. EXPIRES:0£/30/2015 December 5,2014 4 p rsNIM3-Yer.'':ydexigxparara €srsandREAD!a TESD/r'THFSANI MOMNITER REFERElat7A4G7NII7,73ran 1125/1495FOREUSE -�' 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 R�'T��• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 'YE 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPll 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 Smutlxe€e Pine$SF)lsmsber is speCifiiscl,the design values are ttsuoe M#asttve 0645512013 by141,5C Job Truss Truss Type Qty Ply POLYGON R43351205 P1.14-412_UPPER F28 FLOOR SUPPORTED GABL 25 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:09 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11-fdNRnrw z9D4b1nkOLIXn5jji6Rc?gUpjA4pGTyCJxi I 1-0-8 1.5x3 I I 1 3x4= 2 Scale=1:13.2 0 d ' N r ♦♦♦•♦♦♦♦♦•♦♦♦♦ •. ..�\ 4 nip 41 1.5x3 II 3x4 = 0-q r 1-3-8 r i 3 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 *"* 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight: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=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8),3=64/1-3-11 (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 (Qc.) PROFFt.S • 87022PE TcI>, GREG N ci©�lU 0• `s0 6, BER v�' EXPIRES:06/3012015 December 5,2014 4 A ®WARM-tredfgdesipp pram ersand READ t,r TES GNTHIS AND mom? IEK REFEREIta PAGE MIT 7473rz1/2/21)14B US€ 146,_. 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 ,Yi 1 fabrication,quality control,storage,derrvery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSS-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 tt 5 aaatkern Pi11E1fiP)t untser is specified,the rlesige.aahres are those effective 06/O3/2O1.3 byALtC • Job Truss Truss Type Qty Ply POLYGON R43351206 PL14-412_UPPER F29 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8d7ANgLpvMEnZkyCdl l-7gxp_BxckSMxDBMxx2pmJlFuhVntk7kyygpNowyCJxh 0-10-12 1.5x3 II 3x4 = 2 Scale=1:13.2 4 1.5x3 I I 3x4 4-0 1-1-12 3 1-1-12 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.04 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress lncr 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 1-1-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 OF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-8),3=56/1-1-15 (min.0-1-B) 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 PR Ore. 44, 17 4 870 2PE n OREGO ti 4/ 01/ �' '1:13E �\ HRP EXPIRES:06/3W2015 December 5,2014 r, 4 ®k4ARNTMa.Verify design parameters and RE 1 MIS ON THIS AM DICIMED MTV(REFEittENCE MEW'7413 reg.I,/14/2014 tt ..REV Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. '` Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown T '` is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of thermIYB�IQi - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCE Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine I'M lumber is specified.firm*design valuex are awe wffssin c 06/OSf2.O1.3 isyA&C Job Truss Truss Type Qty Ply POLYGON R43351207 PL14-412_UPPER F30 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-7gxp_BxckSMxDBMxx2pmJIFuSVnwk7kyygpNowyCJxh 1.5x3 II 1 4x4= 2 Scale=1:13.3 0 0 4 3 1.5x3 II 4x4= 0-g-0 0-9-12 0- 0-9-12 Plate Offsets(X.Y)— f1:Edge.0-1-$].[3:Edge 0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:9 lb FT=0%F.0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-9-12 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=38/0-10-0 (min.0-1-8),3=38/0-10-0 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard .0a PRope � [ 419 sQ9 87022PEcv M 7 AAs'` GREG N ),,..„4/$ER A. He. �yP EXPIRES:06/30/2015 December 5,2014 INAARNIT/3 Verify paranwers and READ)107E3 C/I Tff.S AM)ITLIES)ED MTV(I1EEEREM E PAGE MIL 7473 me t;'Z f 24i4 B0-DttEtUSE 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 ANSIRr ii Qualify Crfterio,DSB-8?and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Cirrus Heights,CA,95610 1fSouthern Pine OP}lumber is specified,Pre design values are those tt€ectivt 056/41112t013 by AtSG Job Truss Truss Type Qty Ply POLYGON R43351208 PL14-412_UPPER F31 FLOOR SUPPORTED GAEL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:10 2014 Page 1 I D:c53KNt9S8dZANgLpvM EnZkyCdl1-7gxp_BxckSMxDBMt0QpmJ IFuSVnrk7kyygpNowyCJxh 1-0-8 1.5x3 II 1 3x4= 2 Scale=1:13.2 r- 1.5x3 II 3x4= •• 1-3-8 0-i 3 1-3-8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) 0.00 4 **** 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(rL) -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=64/1-3-11 (min.0-1-8),3=64/1-3-11 (min.0-1-8),3=64/1-3-11 (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 /4071/m—*<C PRpFFs F pcc 0 2PE cv 4, OREG N ti 4� CIO MgER \v c� A. H . 'iJ EXPIRES:06/30/2015 December 5,2014 4 ICARKV3-Verity dcsipn pan*srsand READ VC.,IF'SONTFFISA TCLUSED ?i'TV('REFEtBCE PAGE MIT-7413 rex S/25/2014BEFORE USE �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 fs the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. CRrus Heights,CA,95610 ffSemi-bairn,Pint tsP)tsrmt,ea!isssesi8es4tssda-si uatues are'Male effeativa 06/O1/2.GISblf ALSC Job Truss Truss Type Qty Ply POLYGON R43351209 PL14-412_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 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-cOVCCXyEVmUogKx7VmK?sWo3Jv74TZS6BUZwKMyCJxg 1 2 3 4 Scale=1:13.0 J 0 0 . . . .... .. .... . .. 8 7 6 5 37-0 I 3-7-0 LOADING(ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard cv\Ejj PROpe 44 87022PE 7r 41,, GREG IIN n 11/ A. HR EXPIRES:06/30/2015 December 5,2014 t , WARNIM Verily rfcvinpnrdMe#Prnand Wilt0(SUES ON MU AN €°/1l/€D141T€KREFERENaPAGE/4T 7073los1/Z5/2148E?o8FUSE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabirrly of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 F. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heighis,CA,95610 If a SAw fxa Pine op)ls.aataes is awaited,the design visas aaethol e; c o5/Oa/201,.8 be MSC Job Truss Truss Type Qty Ply POLYGON R43351210 PL14-412_UPPER F33 FLOOR SUPPORTED GAEL 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 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCd11c0VCCXyEVmUogKx7VmK?SWo2dv70TZ 6BUZwKMyCJxg 1-4-0 1!5x3 II 1 3x4= 2 Scale=1:132 - o - o re- 4 � � ��••• Vie/ 1.5x3 I I 3x4= r.r 1-7-0 I 0-i 2 1-7-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.10 Vert(LL) 0.00 4 *"* 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-7-0 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. REACTIONS. (lb/size) 4=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8),3=80/1-7-2 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard cO PROF 44 87022PE r. / ."0T�REDO tf' to A. Hen EXPIRES:06/30/2015 December 5,2014 if A WARNDL`•Vcrfydos/gopram crs sod REAP?/P.SESGNI-HIS AND': IMEDPOTEf A.EFEPENa PAGE MEE 1413 me 1129/2014BEPOPEt 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 BYF 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety tInhwna Pin OP)lvmftsen iss acified,the deign.aafees are formation available from Truss Plate Institute,781 N. ethese e#€ote 312,Alexandria.VA 4 Citrus Heights,CA.95610 tive4�f03j2ol3 by/4 SC Job Truss Truss Type Qty Ply POLYGON R43351211 PL14-412_UPPER F34 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:11 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdll-cOVCCXyEVmUogKx7VmK?sWo3?v7ATZ_6BUZwKMyCJxg 7x10 II 1 2 Scale=1:13.3 0 0 C � a 4 3 7x10 II rrr 0-7-4 r r 2 0-7-4 Plate Offsets(X Y)— [1:Edge.0-1-8].[4:Edge.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.01 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:9 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-7-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=26/0-7-6 (min.0-1-8),3=26/0-7-6 (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/I-PI 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 GEED PR°FFs 870 2PE GREG N © a '5� FUSER 1\ OS A. HE EXPIRES:06/30/2015 December 5,2014 a t WARNTSa..Way design arm mrs stint RE4II KIES ON THIS AM MIMED N/ISV REFERENCE WE H17 7473 ree 1,128/201ABE DIIT 1S£ Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building designer.component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss 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�'T�'Rf+ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding ,YI 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 ffSoathen,Hive OPT lumber is mortified,the ddes/A.enissecare.these e&feetve 0610112013 fsyALSC Job Truss Truss Type Qty Ply POLYGON R43351212 PL14-412_UPPER F35 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 12:14:12 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdI1 4C3aPtztF4cfSU WJ 3TrEPj LD8JSEC0EFP81 UtoyCJxf 1-5-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 o N N • • 1.5x3 II 3x4 = o-q-o o4 1-8-4 1 1-8-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Ud 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/TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 1-8-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=86/1-8-5 (min.0-1-8),3=86/1-8-5 (min.0-1-8),3=86/1-8-5 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/FPI 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 -R>�p PR QFts 87O22P, N �'°,,, OR GON -P 048ER 1\ P� A. H '` EXPIRES:06/30/2015 December 5,2014 ®W,JtNL --tied!),design pram icrsa,:'iREM MIES0r70Ale MUM MITKPEFETEMIPAGE MIa7.73ree.1J2fl/2114 DEMME �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 �pQr�* 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 Quaint/Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 it Southernaiss*(5P)lvmleer is 'vh:ad,Ow designaadeas we these effective aGjG1f2G13 hyA SC Job Truss Truss Type Qty Ply POLYGON R43351213 PL14-412_UPPER F36 FLOOR SUPPORTED GABL 3 1 Job Reference(optional) Pacific Lumber&Tress Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-4C3aPtztF4cfSU WJ3TrEPjLDrJSJC0EFP81UtoyCJxf 1-1-4 1.5x3 II 1 3x4= 2 Scale=1:13.2 0 0 4 �j�j��jj�. r4 1.5x3 II 3x4= r r r 1-44 r r 2 1-4-4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) 0.00 4 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr 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 1-4-4 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=68/1-4-6 (min.0-1-8),3=68/1-4-6 (min.0-1-8),3=68/1-4-6 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 2)Gable studs spaced at 1-4-0 oc. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PROp 44, cc 870 2PE ^,,OREGO 44' wBER 0,s P EXPIRES:06/3012015 December 5,2014 t t t9ARN7.":P-V&fyde4,0pram€snandREAD MIS 0NTFt.SAM MILTED MPTER REFERENCE PAGE MTZ1413scc1/28/2fis4DE" f/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 B 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 Crtieda,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 It 5aarclsexn Pine Isaxp t rttat•ti* ei t.Omaha/ago tuas a'them defecm o 06/031201.4 by, SC Job Truss Truss Type Qty Ply POLYGON R43351214 PL14-412_UPPER F37 FLOOR SUPPORTED GABL 1 1 Job Reference(optional) Parc Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 I D:c53KNt9S8dZANgLpvMEnZkyCdl1-4C3aPtztF4cfSU WJ 3TrEPj LEUJSN C0EFP8lUtoyCJxf 1.5x3 II 1 4x4= 2 Scale=1:13.3 L 0 0 1 4 3 1.5x3 II 4x4= o-q-o 0-11-o 0-d-1 0-11-0 Plate Offsets(X.Y)— 11:Edae.0-1-81.f3:Edae.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC LL 40.0 Plates Increase 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.00 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:10 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=44/0-11-1 (min.0-1-8),3=44/0-11-1 (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 ,t, P R Q1es .870 2PE f , r 7tl? -. N A>, OREGON ti53 4/ ..P .P 4/BER ti\ p� S. A. He EXPIRES:06/30/2015 December 5,2014 e _ t Al NTFG-Verily :nl design raraesrs aa:1 REO IC TES ON THIS ADD€ .LtOED fTTEK REFERENCE PAGE NTf 7473 rex 1/29/2115 3/E USE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the �,A� Q�* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYk fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if keenhem:Pineee¢SA)lumber it xpestfied,the design malum are Tose effective 06/0512010 by A S • Job Truss Truss Type Oty Ply POLYGON R43351215 PL14-412_UPPER F38 Floor Supported Gable 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Dec 04 12:14:12 2014 Page 1 ID:c53KNt9S8dZANgLpvMEnZkyCdl1-4C3aPtztF4cfSUWJ3TrEPjLE1JSKCOEFP81UtoyCJxf 1-0-0 1.5x3 I I 3x4 = 2 Scale=1:13.2 0 0 4401) 1.5x3 II 3x4= 1-30 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 0.05 Vert(LL) 0.00 4 '**` 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) -0.00 4 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight: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 1-3-0 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=62/1-3-0 (min.0-1-8),3=62/1-3-0 (min.0-1-8),3=62/1-3-0 (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 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �4>�p PRt?PF4S 87022PE (.1 2, GREG•N f 44/ �BER 1� 4a EXPIRES:06/30/2015 December 5,2014 4 ®OWNS-Veritydesiyarararoe39rsaadREAD ta TESTNTHUS Ale manK.TEKREFERENCEM Ma 7473 I/2512014 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the .A-� • erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Trll Quarrty Crtferia,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. GUMS Heights,CA,95610 if Southern ding(SP)lumber is specified,the design.:»toes ere tlease eftastase 06/03.24013 byAtSC Symbols Numbering stem 411 General Safety Notes PLATE LOCATION AND ORIENTATION a " Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 /4 (Drawings not to scale) Personal Damage or Injury offsets are indicated. j rY MirDimensions are in ft-in-sixteenths. 111146Apply 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 or X-bracing,is always required. See BCSI. MIIIIISEINIIMMIMIIIIIII 2. Truss bracing must be designed by an engineer.For U-1/16" Iti wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I il 1 PI,ria 20- bracing should be considered. ■_� 3. Never exceed the design loading shown and never a stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate ,(26°21 c7-8 c6-i cs-6 designer,erection supervisor,property owner and plates 0 ''U' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that i� Indicated bysymbol shown and/or SYP represents values as published specified. �i Y by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but © All Rights Reserved 2012 Mitek® approval of an engineer. *IMO reaction section indicates jointNIM nill III number where bearings occur. 17.Install and load vertically unless indicated otherwise. 1st II.-=--41Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words F late Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, M iTel( 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