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r 4isT�0l� cy • Milmill' RECEIVED t 7Csct' ic MAR 0 9 2016 MiTek� BUILDING��v {ons MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-333_UPPER Fax 916/676-1909 POLYGON 4D 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:R42899364 thru R42899371 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. 4t PR or ss 1yGINE 10 t 87022PE r • ti -7 4,,, OREGON ctin iv c;�1v 4BER .\', . EXPIRES:06/3012015 September 26,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Qty Ply POLYGON 413 R42899364 PL14-333 UPPER FG2 FLOOR 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:46 2014 Page 1 ID:Fz9QzgfDnfT1 tgjap2TkUzyPYh_-g_aRV3rllB6MtQF6nDjA3VHglu4Z0nlUpGGeZiyaOTZ I 1-6-0 I 1 3x4 II 2 3x4= 3 3x4 11 Scale=1:8.7 0 5*II. 3x6= 3x6= 1 3-10-0 I 3-10-0 Plate Offsets(X,Y)— (1:Edoe,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) 0.00 5 "" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:21 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-0 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 10-0-0 oc bracing. REACTIONS. (lb/size) 5=985/0-5-8 (min.0-1-8),4=985/0-5-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-373/0,3-4=-373/0 BOT CHORD 4-5=0/1038 WEBS 2-4=-1201/0,2-5=-1201/0 NOTES- 1)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. 2)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:45=-5,1-3=-545(F=-495) co- GiNE • 87022PE - As, SAT OREG•N ©q © 4ER " A. He-- EXPIRES: e-EXPIRES:06/30/2015 September 26,2014 t _ � AMEM-Ver/:'ydesign parameters and REAP WIFE ONTRUANT IMAM t k PEFEREta PAGE HIT 7473 fug..1,11912014 WOREUUSE 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 ■-I�` ek is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - 1YI 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/1711 QualBy Criteria,081-89 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 ff 5aatl eros Pine(3P}lumbar is ified,the,d; ga watsues are these effective OE./411./28i.31syALSC r Job Truss Truss Type Qty Ply POLYGON 4D R42899365 PL14-333_UPPER FG FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 S Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:45 2014 Page 1 ID:Fz9OzgfDnlT1tgjap2T1cUzyPYh_-Co03Hjg7_t VFGgwDWCxXIkb?Ue4HEXKacVV51Gya0Ta 1 1-0.0 1 1 1-2-4 II 1-2-0 10-0:_11-8 Scale=1:37.2 3x4= 3x4 = 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 354= 4x5=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 3619 20 21 22 e a ei aa 4:- ...... 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 3x6= 3x6 FP= 3x5= 3x4= 3x5= 3x5= 3x5= 3x5= 4x6= 3x4= 3x5= 8-11-12 7-9-12 17 1 21-9-12 7x12 b-7-o 0.7-0 12-1 ao 1 Plate Offsets(XX)- (8:0-1-8,Edge),[29:0-1-8,Edge[ LOADING(psf) SPACING- 1-0-0 CSI- DEFL. in (lac) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.35 28-29 >743 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.55 28-29 >475 360 BCLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.08 23 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:109 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 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 23=989/0-4-8 (min.0-1-8),35=672/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1250/0,3-4=-1250/0,4-5=-2261/0,5-6=-2261/0,6-7=-3001/0,7-8=-3001/0, 8-9=-3522/0,9-10=-3522/0,10-11=-3901/0,11-12=-3901/0,12-13=-3898/0, 13-14=-3898/0,14-15=-3678/0,15-16=-3678/0,16-17=-3231/0,17-18=-3231/0, 18-36=-3231/0,19-36=-3231/0,19-20=-1885/0,20-21=-1885/0 BOT CHORD 34-35=0/656,33-34=0/1785,32-33=0/2672,31-32=0/2672,30-31=0/3522,29-30=0/3522, 28-29=0/3794,27-28=0/3931,26-27=0/3815,25-26=0/3465,24-25=0/2784,23-24=0/980 WEBS 2-35=-919/0,2-34=0/832,4340-749/0,4-33=0/667,6-33=-576/0,6-31=0/460, 8-31=-770/0,21-23=-1372/0,21-24=0/1268,19-24=-1258/0,19-25=0/627,16-25=-328/0, 16-26=0/297,10-29=-511/48 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Required 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)468 lb down at 18-3-0 on top chord. V) PR QF S 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). \c. INE F� ', LOAD CASE(S) Standard kJ, rY 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 870 Uniform Loads(pif) Vert:23-35=-5,1-22=-50 Concentrated Loads(Ib) Vert:36=-468(F) ; �� y� / /� '9 '0 OREGV ftd e �, ‹.)14 k 8ER 1\ , ` A. HE' EXPIRES:06/30/2015 September 26,2014 a Ar @9ARNIMS-firer fpdcufyaa rararslcrers sad READ W siS ON THIS ASS LYCite ED MTV(R£££REM E MSE MIT 7413 MS i/25/1111+1 DEaa4£(1§E T Design valid for use only with Mitek connectors.This design is based onlyupon parameters shown,and Is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the 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 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 Szwthere Pine('SP)ilxnser is specified,the design vstcceo arethese eltestrire 09103/25113 by RISC 4. • Job Truss Truss Type Qty Ply POLYGON 4D R42899366 PL14-333_UPPER FT1 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:47 2014 Page 1 ID:Fz9GzgfDnlT1tgjap2TkUZyPYh_8A7piOrNWVEDVapILxEPcjpv7HIR160d2w?B58ya0TY I 2-0-0 1 2-0-0 I I 2-0-0 j 1-5-4 I I 1-2-0 I I 1-8-8 I I 1-9-0 1 Scale=1:37.2 3x8= 3x4= 3x4= 3x4= 3x6 FP= 3x4 = 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • .�P. 4'.4a N N °� 23 22 21 20 19 18 17 16 15 3x4= 3x10= 3x6 FP= 3x5= 3x6= 3x10= 3x4= 3x6 SP= 3x4= 8-11-12 I 7-9-12 1 7-9-12 7-10 7-0 I 12-60 Plate Offsets(X,Y)— 16:0-1-8,Edgel,(20:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.45 18-19 >574 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.71 18-19 >368 360 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.09 15 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight:99 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 Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=954/0-4-8 (min.0-1-8),23=954/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3074/0,3-4=-3074/0,4-5=-4665/0,5-6=-4665/0,6-7=-4998/0,7-8=-4998/0,8-9=-4422/0,9-10=-4422/0, 10-11=-4422/0,11-12=-2779/0,12-13=-2779/0 BOT CHORD 22-23=0/1717,21-22=0/4051,20-21=0/4051,19-20=0/4665,18.19=0/4665,17-18=0/4821,16-17=0/3728,15-16=0/1532 WEBS 5-20=-335/0,2-23=-1923/0,2-22=0/1521,4-22=-1094/0,4-20=0/897,13-15=-1767/0,13-16=0/1438,11-16=-1094/0, 11-17=0/801,8-17=-459/0,8-18=0/287,6-18=-211/639 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Required 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 PRppFs 870 2Ff r -71:0OREGON ft,,::,©� 's, 8ER A. H� � EXPIRES:06/30/2015 September 26,2014 4 4 gWARIdL'45 Near doo)71srarametars aad REAZ SEW SOlES OSVS AND natfLEDtff7EKSEFESEN PAW#ff.7473rpc1719/201dSETAE USE Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �k Applicability of design parameters and proper incorporation of component B responsibility of building designer-not taus 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�Te1.'- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding BYB I R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information PVbraInstitute, siN.Lee Suite Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern P� Sf lumber enp egnvalues a Street, MS re Job Truss Truss Type Qty Ply POLYGON 4D PL14-333_UPPER FT2 Floor 9 1 R42899367 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:48 2014 Page 1 ID:Fz9QzgfDnlT1 tgjap2TkUzyPYh_cNhBwksOHoM47kOVueme8wM6nhfZUbxmGalldbyaOTX 2-6-0 I I 1-4-0 I I 1-2-0 11 1-0-12 1 Scale=1:33.7 1.5x3 II 3x8 = 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 II 3x8= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 01.•110W/A-Alla L ° / la, C. 1' 15 14 13 12 3x4= 3x8= 3x4= 3x4= 3x8= 3x4= 9-9-8 10-6-0 I 9-1-0 9-?})8 I0-48I I 19-3-12 I 0.-8 0-7-0 8-9-12 0-7-0 0-1-8 Plate Offsets(X,Y)— 113:0-1-8,Edge),114:0-1-8.Edge1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.31 14 >751 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.48 14 >480 360 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.08 11 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight 85 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) 16=844/0-4-8 (min.0-1-8),11=844/0-5-12 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3086/0,3-4=-3086/0,4-5=-3857/0,5-6=-3857/0,6-7=-3857/0,7-8=-3085/0,8-9=-3085/0 BOT CHORD 15-16=0/1825,14-15=0/3739,13-1400/3857,12-13=0/3740,11-12=0/1824 WEBS 2-16=-1970/0,2-15=0/1360,4-15=-705/0,4-14=-160/431,9-11=-1969/0,9-12=0/1361,7-12=-708/0,7-13=-154/436 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 147 7 8 • 2PE '0), t3REGO (Q 40 'A%,'"ER 1\ � SA HE " EXPIRES:06/30/2015 September 26,2014 s Ar S9dRN7,'s+ .Ves;tg resign paraatetnrs and READ WITS S CN TICS AND MIMED ED MITEKREFERENT PAGE ifif 7 413 rnr,1/29/2014 WORE'LW miii•e.. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/ 11 Quarry Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss note Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. If Southern Pine WIlumber is specified,the.desige wades ern those eHecti r06 e 08/03)2013 byrALSC Citrus Heights,CA,95610 • Job Truss Truss Type Qty Ply POLYGON 4D R42899368 PL14-333_UPPER FT3 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:48 2014 Page 1 ID:Fz9QzgfDnlT1 tgjap2TkUzyPYh_-cNhBwksOHoM47kOVueme8wM6whgDUcemGalldbyaOTX I 2-6-0 I I 2-5-4 I I 1-2-0 I I 1-34 I Scale=1:31.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x6= 1.5x3 I I 1 2 3 4 5 6 7 6 9 • o e a • or 1 14 13 12 11 10 3x4= 3x8= 1.5x3 I I 3x4= 3x6= 354= 8-11-12 7-9-12 f-4-121 9-11` 18-1-8 I 1 7-9-12 0-7-0 0-7-0 9-0-4 0-1-8 Plate Offsets(X,Y)— 14:0-1-8,Edgel,f12:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.25 11-12 >873 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.39 11-12 >552 360 BCLL 0.0 Rep Stress lncr YES WB 0.62 Horz(TL) 0.06 10 n/a n/a Weight:80 lb FT=0%F,0%E BCDL 5.0 Code IBC2009/TPI2007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=791/0-4-4 (min.0-1-8),10=791/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2824/0,3-4=-2824/0,4-5=-3381/0,5-6=-3381/0,6-7=-2830/0,7-8=-2830/0 BOT CHORD 14-15=0/1697,13-14=0/3381,12-13=0/3381,11-12=0/3356,10-11=0/1698 WEBS 2-15=-1832/0,2-14=0/1217,4-14=77010,8-10=-1833/0,8-11=0/1222,6-11=-568/0,6-12=-227/340 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 k.4`Eo PNROFes 87022Pj i cv 5. S OR GON r2© �✓ 004/8ER \\ P� A. HRS EXPIRES:06/30/2015 September 26,2014 4 ®1E4/1lJMS-Verifydesfnraranac6srssod READNOTES ONTHIS ANC€NCI EU MITEKREFERENCE PAGE MI 1473res.I,'25/2GIBBEr"lstfISE _" 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 n the responsibillity of the MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY! I A4 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 ISafety f2fi�mnn Pin*f Dlformation vlu lumbar is spszide4.therrasign valuer areailable from Truss Plate Institute,781 N. e22314. Citrus Heights,CA.95610 tiros&effective 06/01/2x13 WWWA SG 4 Job Truss Truss Type Qty Ply POLYGON 4D R42899369 PL14-333_UPPER FT4 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:49 2014 Page 1 ID:Fz9QzgfDnlT1 tgjap2TkUzyPYh_-4ZFZ74te26UxktzhSMHth8vGx51 pD7QwVDUlA1 ya0TW 1 2-6-0 I 2-5-4 1 I 1-2-0 1 1 1-0-0 1 Scale=1:22.1 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 e — —ior — cx' e .. e e _ e Nor 1 11 10 9 3x4= 3x4= 3x6= 1.5x3 I I 3x4= 9-1-4 I 7-9-12 1 8+12 1&11-120-7-00-4-8 12-8-12 I 7-9-12 0-7-0 3-7-8 Plate Offsets(X,Y)-- 14:0-1-8,Edge1,19:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.11 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.48 Vert(TL) -0.17 10-11 >905 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=554/0-4-4 (min.0-1-8),8=554/0-4-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1691/0,3-4=-1691/0,4-5=-1502/0,5-6=-1502/0 BOT CHORD 11-12=0/1116,10-11=0/1502,9-10=0/1502,8-9=0/1137 WEBS 5-9=-283/0,2-12=-1205/0,2-11=0/621,4-11=-115/315,6-8=-1227/0,6-9=0/593 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,V PROre `t" $7022PE 7 �'fr ,,OREG N ) Ati EXPIRES:06/30/2015 September 26,2014 8 8 ®FfAmma-Verity dcs,17nparameters and READ ACITS ONTHIS MD7fCE£6EDMIMIC REFERENCE PAGE tar.7.73raIf25/26MMSEW t —_ Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �» Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the `t�TE - - 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/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 ifSouthe,m;Pine 1SP1 ttuntaar isspecifiest,thedesige vetoes are those&Recttve 66/01,401.3 byAISC Job Truss Truss Type Qty Ply POLYGON 4D R42899370 4 PL14-333_UPPER FT5 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:49 2014 Page 1 ID:Fz9QzgfOnlTltgjap2TkUzyPYh_-4ZFZ74te26Uxk=zhSMHth8vlx5?4D2 wVDUlA1ya0TW I 2-6-0 I 11-1-8 II 1-2-0 II 1-0-12 I Scale=1:33.3 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 ea`\\ O N e e 16 15 14 13 12 1 3x4= 3x8= 3x4= 3x4= 3x8= 3x4= 9-7-0 10-3-8 9- 0 f 0 2 i I 19-1-4 1 8-108 8-9-12 I &108 0-0 0-7-0 0-7-0 0-1-8 Plate Offsets(X,Y)— [13:0-1-8,Eduel,[14:0-1-8,Edgei LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.29 13-14 >775 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.46 13-14 >497 360 BCLL 0.0 Rep Stress lncr YES WB 0.68 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IRC2006/TP12002 (Matrix) Weight:85 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) 16=835/Mechanical,11=835/0-5-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3040/0,3-4=3040/0,4-5=-3773/0,5-6=-3773/0,6-7=-3773/0,7-8=-3040/0,8-9=-3040/0 BOT CHORD 15-16=0/1802,14-15=0/3672,13-14=0/3773,12-13=0/3673,11-12=0/1802 WEBS 2-16=-1946/0,2-15=0/1336,4-15=-682/0,4-14=-164/412,9-11=-1945/0,9-12=0/1336,7-12=-683/0,7-13=-163/414 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 V PR Ore SO <(-CP ,aG NE .j /© 4t 87022PE 9r / N LA0 OREGO rye'4 i © ''I ER p. ` A A. HES EXPIRES:06/30/2015 September 26,2014 5 A WARNING-Verify deign rarvmetnrs and READ EWES ON ME ANE MIMEO Mira REFERENCE PAGE M11.7473 mg 1,11512#14 BEMUSE �" Design valid for use only with MTek connectors.This design is based only upon parameters shown,and s for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Bt#'T IiA4.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For (YE general guidance regarding { fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informationavailable specified, ug essivao are d&Street,Suite activva12 06/01.4013 00 J 3 te,sALSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply POLYGON 4D PL14333_UPPER FT6 Floor 2 1 R42899371 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MiTek Industries,Inc.Thu Sep 25 15:45:50 2014 Page 1 ID:Fz9QzgfDnlT1tgjap2TkUzyPYh=YIpyKQuGpQcoM1Yt03o6ELRSJVMpyVVy3ktEsiTyaOTV I 2-0-0 I 1 1-10-0 1 I 1-2-0 I I 1-0-12 1 2-6-0 I I 2-6-0 2-6-0 Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 3x4= 1.5x3 I I 3x6= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 .19 e e e 16 15 14 13 12 1 3x4= 3x8 = 3x4= 3x4= 3x8= 3x4= I 8-2-8 169-819-4-(31 18-3-12 8-2-8 0-7-0 0-7-0 B-11.4 I Plate Offsets(X,Y)— 113:0-1-8,Edgel,114:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.25 13 >880 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.39 13 >564 360 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.06 16 n/a n/a BCDL 5.0 Code IRC2006/TPI2002 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=800/Mechanical,11=800/0-5-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2473/0,3-4=-2473/0,4-5=-3463/0,5-6=-3463/0,6-7=-3463/0,7-8=-2870/0,8-9=-2870/0 BOT CHORD 15-16=0/1420,14-15=0/3139,13-14=0/3463,12-13=0/3416,11-12=0/1718 WEBS 2-16=-1591/0,2-15=0/1179,4-15=-746/0,4-14=-3/579,9-11=-1854/0,9-12=0/1244,7-12=-590/0,7-13=-205/360 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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 (....,i0 PR press ti`3 NGINE$. fo 2 cc 87022PE v / cn 7 i'6,,,, OREGO 5 lti PO©6'y$ER 1\ ‘„ ` A. HE ' EXPIRES:06/30/2015 September 26,2014 e Aa i!otre . -Ver;t¢design paramer f3 axd WAND M IES OWN TIES AND MILTED!d7781CW ERENPE PAW-#if 7473 re r 1,129/201$BEM AV .r Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �* Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only,Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MITek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Qualify Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CAS 95610 If5butbarn:Firle OP/lu bar is rifle e ,M 'design values are.Thom eeaatnse 06/02/202.8 faire SC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 34; Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 y I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury MinDimensions are in ft-in-sixteenths. 11� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-1/16 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I I p bracing should be considered. _ O 3. Never exceed the design loading shown and never or U �� C=J stack materials on inadequately braced trusses. o_ O a_ 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate ~ c�s cs z cs designer,erection supervisor,property owner and plates 0 'fig' 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. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that SYP represents values as published specified. , Indicated by symbol shown and/or 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. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. `MIMII E reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. info 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: g Stillpecification National Design S ecification for Metal 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, Mi-e1(4' ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013