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Plans (3) ,I /14' c Lc / 5-- 0e>.241 ®® l 3 S' /° `4ia4S& MiTek0 MiTek USA, Inc. ice' 17777 Greenback Lane Suite 109 Citrus Heights,CA,95610 NOV 12 2015 Telephone 916/676-1900 Re: PL1 2-21 1 UPPER Fax 916/676-1909 POLYGON 4ABC 11/2012 CITY OF TIGARD BUILDING DIVISION 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: R35370856 thru 835370860 My license renewal date for the state of Oregon is June 30,2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. <0 0o PR Opt 0AGAr` so -43 Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 Tingey,Palmer 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 I. ®® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 2-21 1_UPPER Fax 916/676-1909 POLYGON 4ABC 11/2012 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: R35370856 thru R35370860 My license renewal date for the state of Washington is August 1,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. yvot S. T l c • October 26,2012 Tingey,Palmer 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. 1, Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370856 PL12-211_UPPER FG FLOOR TRUSS 1 1 _ Job Reference(optional) ' Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Oct 2610:06:30 2012 Page 1 ID:Fz9QzgfDnT1 tgjap2TkUzyPYh_-ITFUeM2nJD7JzVh5RfMDdGrkHxontoJdktZUIQyPYRd I 1.0-0 1 1 1-0-12 II 1-2-0 1a�� Scale=1:36.3 154 II 1.54 II 1.54 II 154 II 1.54 II 1.54 II 1.553 II 1.54 II 34 FP= 154 II 44= 1 2 3 a 5 8 7 6 9 10 11 12 13 14 15 18 17 18 19 20 21 22 I ! 4 . \a/ ! / !o/_ �/ ! a— I !a/ \ a / `' e s - La _ e e - - - e e 34 33 32 31 30 29 28 27 26 25 24 ave= 34= 34 FP= 36= 1 54 11 1,5= 34= 34= 355= 4x6= 3v6= 1.54 SP= 34= • 8-11-12 1 7.5,12 P<-1>I I >1.9.17 I 7-9-12 o-7.e 0-7-0 12-100 Plate Offsets(X.Y): [1:Edge.0-1-81.18:0-1-8.Edae].129:0-1-8.Edge] LOADING(psf) SPACING 1-0-0 CSI DEFL in (toc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.34 28-29 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.57 Vert(TL) -0.53 28-29 >492 360 BOLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.08 23 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight:111 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF 2400F 2.0E end verticals. ' WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 35=664/0-5-8 (min.0-1-8),23=990/0-5-8 (min.0-1-8) _ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1265/0,3-4=-1265/0,4-5=-2252/0,5-6=-2252/0,6-7=-2969/0,7-8=-2969/0, 8-9=-3443/0,9-10=-3443/0,10.11=-3800/0,11-12=-3800/0,12-13=-3802/0, 13-14=-3802/0,14-15=-3584/0,15-16=-3584/0,16-17=-3122/0,17-18=-3122/0, 18-19=-3122/0,19-20=-1950/0,20-21=-1950/0 ,SER S.T/A, BOT CHORD 34-35=0/684,33-34=0/1788,32-33=0/2652,31-32=0/2652,30.31=0/3443,29-30=0/3443, V' C 28-29=0/3688,27-28=0/3833,26-27=0/3721,25-26=0/3380,24-25=0/2797, 4A O4 WAS/.1/4,F/-' 23-24=0/1035 ,, •,-=`�� r>, WEBS 2-35=-932/0,2-34=0/815,4-34=-732/0,4-33=0/650,6-33=-560/0,6-31=0/445, �• a O 8-31=-734/0,21-23=-1410/0,21-24=0/1282,19-24=-1187/0,19-25=0/455, `� -1— -/ 16-25=-362/0,16-26=0/285,10.29=-496/46 NOTES 1)Unbalanced floor live loads have been considered for this design. 30496 2)All plates are 3x4 MT20 unless otherwise indicated. C/' kfG/STEV- ' �r 3)This trussss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. FS GNT 4)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 S/0NA1. - be attached to walls at their outer ends or restrained by other means. 5)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. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <�� fl PR Q f fss LOAD CASE(S) Standard �� r N�F9 wQ 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 kr �`S7 Uniform Loads(plf) Q i 6:7,t"E r Vert:23-35=-5,1-22=-50 • Concentrated Loads(Ib) Vert:19=-468(F) ii `�• OR.:.O ,�03 -1 F E- ��, MAs1\N Digital Signature EXPIRATION DATE:06/30/14 i October 26,2012 1 , A WARNING-Verify design paramders and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE ani-7473 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 El 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.deflvery,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. Cbrus Heights,CA,95610 If Southern Pine{SP or SPp)lumber is specified,the design values are those effective 001/2012 by ALSC or proposed by SP1S. ta I Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370857 PL12-211_UPPER FT1 FLOOR TRUSS 22 1 Job Reference(optional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Oct 26 10:06:31 2012 Page 1 ID:Fz90zgfDnfT1 tgjap2TkUzyPYh_-mgptri3Q4XFAbfGH?MtSATNtsL5TcDfmzJJ 1 sOyPYRc 1 2-0-0 I 2-0-0 II 2-0-0 1 1-5-0 II 1-2-0 II 1-843 11 1-8-0 I Smle=1.37.3 1.5[1 II 1.54 II 348= 1.54 II 384= 1 583 II 384= 1 50 II 344= 386 FP= 344= 154 II 389= 1.54 II 1 2 3 4 5 6 7 a B 10 11 12 13 14 a e e a ^ 22 21 20 19 18 17 15 384= 3810= 386 FP=384= 1.583 II 345= 34= 3810= 3x4= 386 SP= 6.11-12 I 7-9-12 �f-1-0' I 21-9-12 1 7-9-12 0-7-0 0-7-0 12-100 Plate Offsets(X Y): [6:0-1-8.Edae) 120:0-1-8.Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft lid 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 4 X 2 DF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF 2400F 2.0E end verticals. WEBS 4 X 2 DF Stud/Std 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(Ib)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, WEBS 5-20= T, -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, V.- NO' 11-17=0/801,8-17=-459/0,8-18=0/287,6-18=-211/639 Qp OF�7 ASi.1,, �8" NOTES ./..%7 1- 1)Unbalanced floor live loads have been considered for this design. `" � 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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. 3096 V� LOAD CASE(S) Standard 0,..r.', �'G'/ iERO c SS/ONAL,-' 0 0,4 PR EF- 0/0C. 2 k, y S 4,67.7,0!-Er . <49FR S.1\\4G Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 / 4 A WARNING-Verify design pad ramera and READ NOTES ON 77116 AND INCLUDED 1ff17EK REFERENCE PAGE Mier-7473 BEFORE USE. . Design valid for use only with Mitek connectors.This design isbased only upon parameters shown,and isfor an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown _pp pp " is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the IYI-Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding , fabrication,quality control.storage.derrvery,erection and bracing,consult ANSI/TPI1 Qualify Crtteda,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,95810 If Southern Pine(SE or SPp)lumber is specified,the design values are those effective 06112012 by ALSC or proposed by SPIE. I ` Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370858 PL12-211_UPPER FT2 Floor Truss 1 1 Job Reference(optional) ' Pacific Lumber 8 Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 Milk Industries,Inc. Fri Oct 26 10:06:32 2012 Page 1 ID:Fz9QzgtDnIT1tgjap2TkUzyPYh_FsNF3242rgN1DorTZ4Ohihw4LkStLj3wCz2bOSyPYRb I 2-6-0 I I 2-5-4 I I 1-2-0 I I 14-0 1 Salle=1.31.3 1.513 II 36= 1 5x3 II 34= 1.593 II 3x4= 1.593 II 316= 1.513 II 1 2 a` 3 4 5 6 7 B 9 n \ e e e. 4 \ e' i, 14 13 12 11 34= 34= 1.513 II 3x4= 316= 314= 9-1-4 I 7-9.12 r8-4-0.712 p.11-121 I 18-4-4 I 7.9-12 .0 0.7.0 9-3-0 0-1.8 Plate Offsets(X.Y): [4:0-1-8.Edge].112:0-1-8.Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -0.26 11-12 >832 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.59 Vert(TL) -0.42 11-12 >524 360 BCLL 0.0 Rep Stress lncr YES WB 0.63 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight:81 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.18Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.18Btr end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 15=802/0-4-4 (min.0-1-8),10=802/0-4-8 (min.0-1-B) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2872/0,3-4=-2872/0,4-5=-3464/0,5-6=-3464/0,6-7=-2880/0,7-8=-2880/0 BOT CHORD 14-15=0/1721,13-14=0/3464,12-13=0/3464,11-12=0/3430,10-11=0/1723 WEBS 2-15=-1858/0,2-14=0/1242,4-14=-806/0,8-10=-1860/0,8-11=0/1248,6-11=-594/0,6-12=-229/358 „gst S. To, NOTES V' CsAs 1)Unbalanced floor live loads have been considered for this design. <V— O WAS/ `I- 0 I' 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. •S:, y -- a;, 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. Strongbacksa G to be attached to walls at their outer ends or restrained by other means. ''' .. _7 LOAD CASE(S) Standard N yC 4,:30496_� 4k /` f G/STEK'c" �, fS'1ONA1.,V''- .\(c.,,ED PR°FFSS �� ANG[ . - o lir 0 O ct , . 2 g - � k.� 9 • �' R s.I."- Digital Signature EXPIRATION DATE 06/30/14 October 26,2012 6 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 6III-7473 BEFORE 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 loteral 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/TPII Qualify Criteria,DSB-89 and BCSI Banding Component 7777 Greenback Lane,Suite 109 • Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP or SPp)lumber is specified,the design values are those effective 801120I2 by ALSC or proposed by SPIE. Na Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370859 PL12-211_UPPER FT3 Floor Truss 7 1 Job Reference Motional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Oct 26 10:06:33 2012 Page 1 ID:Fz9OzgfDnfT1 tgjap2TkUzyPYh_j2wdGN4gc8VugyOg6nvwFuTFP8pU4AX3Rdo8wuyPYRa I 2-8-0 I I 2-5-4 I I 1-2-0 II 1-3-4 1 sole•1:31.0 1.54 II 3x6= 1.54 II 314= 1.54 II 3e4= 1.54 II 3+6= 1.54 II 1 2 34 5 6 7 6 9 a`\\ v r e 1413 12 11 10 34= 36= 1.50 II 3.= 358= 3.= 9-1.4 I 7-9-12 16+0-711 0-7-0 12 r_11-1211 18.1- I 7-9-12 9-0-4 0-1-8 Plate Offsets(X.Y): [4:0-1-8.Edae1 (12:0-1-8,Edael LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) 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 Incr YES WB 0.62 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight:80 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 4 X 2 DF No.1&Btr end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - REACTIONS (Ib/size) 15=791/0-4-4 (min.0-1-8),10=791/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0 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=-770/0,8-10=-1833/0,8-11=0/1222,6-11=-568/0,6-12=-227/340 SER S. T/A,C NOTES �1. 1)Unbalanced floor live loads have been considered for this design. Q of'oASy74 �l 2)Refer to girder(s)for truss to truss connections. tiv ;%'T1i+j 3)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. u 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 ,? 0496 GT� FC;isTEtLY' .r' C sS'ONA t.C"V� .;(c",W) PR()Fess �Gos ,„..— . • /029 4t" 166 •I! . r 4 ORE •4 A T CSR S� `�C� Digital Signature EXPIRATION DATE:06/30/14 - October 26,2012 4 4 ®WARNING-Verify design parameters and READ NOTES ON THIS JIM INCLUDED MITER REFERENCE PAGE MIIf-7473 BEFORE USE. e Design valid for use only with Milek connectors.This design is based only upon parameters shown,and is for on individual building component. - Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mire kMil' 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 Catena,DSB-89 and BC51 Building Component 7777 Greenback Lane,Surte 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 ' If Southern Pine(SP or SPp)lumber is specified,the design values are those effective 06/04.+2012 by ALSC or proposed by SPIE. 1' ` Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370860 PL12-211_UPPER FT4 Floor Truss 1 1 Job Reference(optional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MiTek Industries,Inc. Fri Oct 26 10:06:33 2012 Page 1 ID:Fz9QzgfDnfT1 tgjap2TkUzyPYh_-j2wdGN4gc8VugyQg6nvwFuTlb8td4Ay3Rdo8wuyPYRa ' I 7-2-12 I I 2-60 Scale=1:21.7 154 II 15x3 II 1.54 II 1 36= 2 33x4_ 4 53x4= 8 4 �XJ .f .! ee< 1 1.54 II 3x4= I 12-8-12 I 12-6-12 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) l/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) -0.07 6-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 . Vert(TL) -0.12 6-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code IBC2009/TPI2007 (Matrix) Weight:57 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 4 X 2 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 4 X 2 DF No.1&Btr end verticals. WEBS 4 X 2 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 0-4-4 except Qt=length)7=0-4-8,7=0-4-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)except 10=554(LC 1),10=554(LC 1),7=554(LC 1),7=554(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-548/0,1-2=-1069/0,2-3=-1069/0,3-4=-1668/0,4-5=-1668/0 BOT CHORD 8-9=0/1619,7-8=0/1118 WEBS 5-7=-1207/0,5-8=0/594,3-9=-593/0,1-9=0/1169 ,SER S. T/A,. NOTES 4,`,` CF 1)Non Standard bearing condition. Review required. Q (..,„vASS//4 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,<y' ^-k, f c 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 1...• 9 v to be attached to walls at their outer ends or restrained by other means. co ca— 1 LOAD CASE(S) Standard 30496- v /� G R IST� t- �SS/oNtiSG` AL ' E9E$ �{ r /' .f/ ;� OREG•••• ;j 1 MFRS 1>iN Digital Signature 1 EXPIRATION DATE 06/30/14 J October 26,2012 9 5 ®WARNING-Verify design parameters and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE Mil-7473 BEFORE USE. .�! e 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 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 tracing,consult ANSI/IPI1 Quality Criteria,056-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 • Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP or SPp)lumber is specified,the design values are those effective OS?Ol12012 by ALSC or proposed by SPIE, Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y offsets are indicated. I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 ) (Drawings not to scale) Damage or Personal Injury raMDimensions are in ft-in-sixteenths. •IL Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 3 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-1/16' wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I .. p bracing should be considered. /2111101, 3. Never exceed the design loading shown and never 111—Ator = stack materials on inadequately braced trusses. a- . U O rL 4. Provide copies of this truss design to the building c7-s c6-7 cs-6 O designer,erection supervisor,property owner and For 4 x 2 orientation,locate all other Interested parties. plates 0-"u' from outside BOTTOM CHORDS 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 symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint This locations are regulated by ANSI/TPI I. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. •Plate location details available In MEW(20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 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 measureder endicular responsibility of truss fabricator.General practice is to P P ESR-131 1,ESR-1352,ESR 1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 the length parallel to slots. I1.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 current/old 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 SPIB proposed values as provided 13.Top chords must be sheathed or purlins provided at P P P P P spacing indicated on design. output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 if indicated. SP represents ALSC approved/new values 14.Bottom chords require lateral bracing at 10 ft.spacing, with effective date of June 1,2012 or less,If no ceiling is installed,unless otherwise noted. BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades 15.Connections not shown are the responsibility of others. 1 l6.Do not cut or alter truss member or plate without prior Indicates location where bearings ©2012 Mitek®All Rights Reserved approval of an engineer. *1.1.11.0 (supports) occur. Icons vary but — 17.Install and load vertically unless indicated otherwise. reaction section indicates joint number where bearings occur. MINN. 18.Use of green or treated lumber may pose unacceptable y� Min size shown is for crushing only. IMIllei environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPII: National Design Specification for Metal and pictures]before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. m BCSI: Building Component Safety Information, 20.Design assumes 1 Quality Cmanufacture In accordance with Guide to Good Practice for Handling, Tek Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.09/04/2012