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Plans (23) /14,&731-6/6- 0a6,7 13 707 ,w /7Z 111 MiTek. MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1 2-211 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 Oregon is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. So Vr S.T\N� 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 ANSI/TPI 1. INN lot MiTek° 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 ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. It S.Tttv�, VAS; o4- 0. . ,fit;!.-, 9 >el4ihisi* 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 ANSI/TPI 1. .r 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 26 10:06:30 2012 Page 1 ID:Fz9QzgfDnFTltgjap2TkUzyPYh_ITFUeM2nJD7JzVh5RfMDdGrkHxontoJdkfZUKZYPYRd 1 1-0-0 1 1 1-0-12 II 1-2-0 11010-0 I Srak=1:38.3 1.553 II 1.553 II 1.5,3 II 1.543 II 1.553 II 1.553 II t.553 II 1.553 II 346 FP= 1.543 II 9,5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 m _ m 4 /N /\ " / '/ N6/ \e/-N �r e / ,Ne e e e 34 33 32 31 30 2B 28 V 26 25 24 348= 348= 348 FP= 345= 1.5,3 11 355= 355= 345= 345= 446= 358= 1.5x3 SP= 345= 8-11-12 I 7A-17 r.4-121 I 91-.12 I 7A-12 0.7-0 0-7-0 12-10-0 Plate Offsets OC.Y): [1:Edge.0-1-8).[8:0-1-8.Edge].[29:0-1-8.Edge] LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) Udefl 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 BCLL 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=-3122J0,19-20=1950/0, 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, �Z G`4, 28-29=0/3688,27-28=0/3833,26-27=0/3721,25-26=0/3380,24-25=0/2797, U /,(, 23-24=0/1035 &y '" f',,, 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, y 8-31=-734/0,21-23=-1410/0,21-24=0/1282,19-24=-1187/0,19-25=0/455, 16-25=-362/0,16-26=0/285,10-29=-496/46 NOTES 1)Unbalanced floor live loads have been considered for this design. '1b 4, 30496 `z� 2)All plates are 3x4 MT20 unless otherwise indicated. .tt clISTo , 3)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. SS:J r . 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 07,AL 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). ,, ,Q PR Qp-, E LOAD CASE(S) Standard 3 , ,. fi'' a c: .p. 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 44 -9. Uniform Loads(plf) 6: e-E r- Vert:23-35=-5,1-22=-50 � i Concentrated Loads(Ib) /- Vert:19=-468(F) r Al . •i`OR ..O ,mob R S- 9 ' Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 4 _ r A AR/TTNx-Verify design parameters and NOTES OM Th/MD INCLUDE!"Mtt=REF PAGE JET-7#73 BEFORE USE �' Design valid for use only with Mick connectors.The design is based only upon parameters shown,and is for an individual budding component. . Applicability of design parameters and proper incorporation of component B responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the S A'T�1.* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding INS E R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7PIl Quality Criteda,DSI-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(SP or SPp)lumber is specified,the design values are those effective 068432012 by ALSC or proposed by SM., 1 Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370857 PL12-211_UPPER FT1 FLOOR TRUSS 22 1 Job Reference footiona[) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 MTek Industries,Inc. Fri Oct 26 10:06:31 2012 Page 1 ID:Fz9QzgfDnfT1 tgjap2TkUzyPYh_-mgptri3Q4XFAbfGH?MtSATNtsL5TcDfmzJJ1 sOyPYRc 1 2-0-0 I 2-0-0 1 1 2-0-0 I 1-5-4 ii 1-2-0 11 1-8-8 11 1-941 1 sok=1:37.3 1.553 II 1.553 II 358= 1.54 II 354= 1.553 II 354= 1.553 II 354= 34 FP= 354= 1.553 II 358= 1.553 II 1 2 3 4 5 B 7 8 9 10 11 12 13 14 a`\ • \ e \ 1-1 o / ! e e / a n N .� 22 21 20 19 18 17 18 34= 3510= 358 FP=34= 1.553 II 355= 358= 3.510= 354= 34 SP= 8-11-12 I 7-9-19 P-4vl I 21-9-19 I 7.9-12. 0-7-0 0-7-0 12-10-0 Plate Offsets(X.Y): [6:0-1-8.Edge].[20:0-1-8.Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) I/defl 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/TP12007 (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(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, 15-1 =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, AV , rt Cfi 11-17=0/801,8-17=-459/0,8-18=0/287,6-18=-211/639 4 C7 WAS&I,, tri NOTES t .~ ,fie:. 0 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. a'' 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. ,d 30496 Q LOAD CASE(S) Standard O� `''!ST �' G ,S'S/ONAL �� OD PR 0 Fe 'w 9 4 ,6 7•^E r E , , 'S7 • 41I S -c' v Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 ®LVARNTNfr•Verify design parameters and`REB NOTES ON TIS AM)INCLUDED MThK WRREIYCE PAGE M/7-7473 BEFORE USE. Design valid for use only with Mnek 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 e • 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/TPIl Quati[y Criteria,DSI-89 and ICSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP or SPp)tunsber is specified,,the design values are those effective t tl2flf2 by ALSC or proposed by SPE, r Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370858 PL12-211_UPPER FT2 Floor Truss 1 1 Job Reference(notional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 S Aug 25 2011 MiTek Industries,Inc. Fri Oct 26 10:06:32 2012 Page 1 ID:Fz9QzgfDnrT1tgjap2TkUzyPYh_-FsNF3242rgN1 DorTZ4Ohihw4LkStLj3wCz2bOSyPYRb I 2-6-0 I I 2-5-4 II 1-2-0 II 16-0 I 3nle=1:31.3 1.54 II 3x6= 1.54 II 3x4= 1.54 II 34= 1.54 II 3x6= 1.54 II 1 2 3 4 5 6 7 8 9 e a • ^ e� \ e r e 1 14 13 12 11 3x4= 3x8= 1.54 II 34= 3x8= 3x4= 9-1-4 7-9-12 18-412 r11-121 I 1644 7-9-12 0-7-0 0-7-0 93-0 0-1.8 Plate Offsets(X.Y): [4:0-1-8.Edge].£12:0-1-8 Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.34 Vert(LL) -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 Incr YES WB 0.63 Horz(TL) 0.07 10 n/a n/a BCDL 5.0 Code IBC2009/TP12007 (Matrix) Weight:81 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 (lb/size) 15=802/0-4-4 (min.0-1-8),10=802/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-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=0/1242,414=806/0,8-10=-1860/0,8-11=0/1248,6-11=-594/0,6-12=-229/358 ,s,-V. .S. F NOTES t,' Qt, 1)Unbalanced floor live loads have been considered for this design. ,St' }F WASii } 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,,,,-4G j 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 Q, 0 to be attached to walls at their outer ends or restrained by other means. bo -4.. s ,,i, -- LOAD CASE(S) Standard of 0 P 30496 ar t •<<-20 PRQpe Os,sep cl. /or -0 VP I / 14 W. C? 94R S. \NA Digital Signature t EXPIRATION DATE:06/30/14. October 26,2012 6 6 A WARKNO-ver design parameters a READ M)7ES OH TME AND INCLUDED MIMIC R EQ FAGS mfr-74r7 BEFORE f. ini.- . 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 B for lateral support of individual web members only.Additional temporary bracing to insure stability during constructions the responsibillity of the 11 A#T�1IC.* erector.Additional permanent bracing of the overall structure is the responsibilityIY!of the building designer.For general guidance regarding fret fabrication,quality control,storage,delivery,erection and bracing,consult ANSVIP11 Quallly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Inlormaion available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Piee(SP or Shp)lumber is specified,the design values are those effective eriffili2012 by ALSC or proposed by SPIE. Job Truss Truss Type Qty Ply POLYGON 4ABC 11/2012 R35370859 PL12-211_UPPER FT3 Floor Truss 7 1 Job Reference(optional) Pacific Lumber&Truss Co.,Hillsboro,Ore 7.250 s Aug 25 2011 Wei(Industries,Inc. Fri Oct 26 10:06:33 2012 Page 1 I D:Fz9QzgfDnT1 tgjap2TkUzyPYh_-j2wdGN4gc8VugyQg6nvwFuTFP8pU4AX3Rdo8wuyPYRa I 2-6-0 1 1 2-5-4 1 1 1-2-0 f 1 1-3-4 1 Scale=1:31.0 1.593 II 3x6= 1.54 II 384= 1.5X3 II 3x4= 1.5X3 II 396= 1.5X3 II 1 2 3 4 5 6 7 6 9 • ye,. ,f. foo_os eee 0 1 MI 14 13 12 11 10 394= 318= 1.53 II 3x4= 356= 314= 9.14 I 7-9-12 19-4-12 P-11-121 1 18-1-8 I 7-9-12 a7-0 0-7-0 9-0-4 0-1-8 Plate Offsets(X Y): 14:0-1-8.Edge).r12:0-1-8.Edge] 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 BOLL 0.0 Rep Stress Ina YES WB 0.62 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code IBC2009/TP12007 (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 (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=-770/0,8-10=-1833/0,8-11=0/1222,6-11=-568/0,6-12=-227/340 ,,,N'.R S.TIN NOTES WASE C( 4 t. 1)Unbalanced floor live loads have been considered for this design. O 2)Refer to girder(s)for truss to truss connections. iS. ' —vii 5 f i 3)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSUTPI 1. /. is. 0 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 i_. ' to be attached to walls at their outer ends or restrained by other means. 1 fr LOAD CASE(S) Standard 4 30496 OA, 40/STEW ' ...c-- 16:,417' r '`�,ORE 4 •4 .00 < ,en S.-04� 4. � Digital Signature EXPIRATION DATE:06/30/14 J October 26,2012 1 _ r A WARNING•Vcrc fg des/9n parameters mai READ NOTES ON 1518 AND INCLUDEDRUMREF MD •747B.7473 BEFOf E fes, Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibilliity 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/TPIl Quaaly Cdteda,DSP-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 Southern Pile(SP or SPp)lumber is specified,the design values ore those effective 0641/21112 by ALSO or proposed by SPI8. 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 I D:Fz9QzgfDnFT1 tgjap2TkUzyPYh_-2wdGN4gc8VugyQg6nvwFuTlb8td4Ay3Rdo8wuyPYRa 2-2-12 I I 2-6-0 I Sole=121.7 1.50 II 1.5s3 II 1,5,3 II 1 3x5 2 3.20 4 53x4= 6 • • e o e 4 e e 1� / 5358 8356= s' 1.sa3 Il 354= I 12-8-12 12-8-12 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.07 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.12 8-9 >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 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 All bearings 0-4-4 except(t=length)7=0-4-8,7=0-48. (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 S.T NOTES k A /t G 1)Non Standard bearing condition. Review required. Q�`v0 WAS 2)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. s. 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. Strongbacks m to be attached to walls at their outer ends or restrained by other means. " 1 1 LOAD CASE(S) Standard 4 .'' � 6 � � E 1 -TONAL Ott) PR Or ( 1 c O, 1-/:•O'_' r. 7..5; •s i r OREG•' ;j 'iTR s.' '' Digital Signature EXPIRATION DATE:06/30/14 October 26,2012 I t A WARNING-Ycr design paranteters and READ AGMS ON THIS AND INCLUDED IFHTBK REFERENCE PAGE AN7473 BEFORE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �x Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the iUliTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delvery,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. Cirrus Heights,CA,95610 If Southern Pine(SP or SPp)lumber is specified,the design values ere those effective t t/2fl 2 by ALSO or proposed by SR& MIL f Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION "Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/ I I (Drawings not to scale) offsets are indicated. Damage or Personal Injury NMI. Dimensions are in ft-in-sixteenths. 111� 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 1/16" wide truss bracing, individual idual lateralatTor I braces themselves 4 mayrequire bracing should be considered. �� 1111111111k111 :(0),(2,`" 3. Never exceed the design loading shown and never ■_� stackmaterials on inadequateybraced trusses. 2Un 4. Providecopiesofthistrussdesigntothebuilding-e cba C5-6 O designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS ~ all other interested parties. plates 0 na from outside 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 joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. - 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. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT *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. 9. Unless expressly noted,this design Is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber non-structurala consideration and Is the The first dimension is the plate sponisia of truss roGeneral practice is to 4 x 4 width measured perpendicular ESR-1311,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. 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 current/old values as published specified. �� Indicated by symbol shown and/or byAWC in the 2005/2012 NDS 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the SPp represents SPIB proposed values as provided 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. ..".• 16.Do not cut or alter truss member or plate without prior /1 Indicates location where bearings approval of an engineer. rr/ (supports) occur. Icons varybut ©2012 MiTek® Rights Reserved 1 pp ) 17.Install and load vertically unless indicated otherwise. ® ( reaction section indicates joint number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: 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. hiliTek6 BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Qualify Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.09/04/2012