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Plans (114) ,21 5 TA v/4- - (}e}/7-ti X 3 7? 7 54.; / 7e/' Limam J' MB MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-89_UP Fax 916/676-1909 5A 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:R41832507 thru R41832521 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. <AO PROF-4,k, ,C tNGIN<14 EF,9's%29 8 S. 2PE c" 'off OREGON cP �N 0 BER �1 SA. EXPIRES:06/30/2015 April 22,2014 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. .., ........ mit MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL1489UP Fax 916/676-1909 5A 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:R41832507 thru R41832521 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. oTONIO J 1 c:$, ,#::: ,O N r4,io . '49639 °rarrs vd Ss°NAL ; April 22,2014 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. V Job Truss Truss Type Qty Ply 5A R41832507 PL14-89 UP F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc Mon Apr 21 15:38:54 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 t1Y-u5L6y415vXMDrSQ6LFhTXUOBVnApewMJpiAlyjzOQU? I 2-60 I I 2-2-9 ii 1-2-0 II 2-4-11 I _....... . _..... _... Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 No / e \ -e e / e o N e e 13 12 11 10 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-1 11-4-9 I 9-11-9 1010-7.8 1 111-3-1 II 16-4-12 I 9-11-9 0-7-0 5-0.3 0-7-0 0-1-8 Plate Offsets(X,Y): f10:0-1-8,Edgel,f11:0-1-8.Edeel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(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=715/Mechanical,9=715/0-4-4 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. IONIO p� TOP CHORD 2-3=2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 �C' BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 o5 �-e WAS 4 WEBS 6-10=-316/0,2-13=-1640/0,2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 G Qr NOTES ! `., N 1)Unbalanced floor live loads have been considered for this design. i 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/FPI 1. ;�.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 e6.0 • 49639 < be attached to walls at their outer ends or restrained by other means. O� .LISTER LOAD CASE(S) Standard S1S'IpNAI; 11G. / IN4\ c 87022P, �c- < - 1 >" � y SAT OR GON (yam <U 'A O. � SER to O- �P A. HER EXPIRES:06/30/2015 April 22,2014 I ®W,4RN7M-Yerffydesign parameters and READ PINES ON THIS AND IN 1U6ED MITEK REFEREAKE PAGE Nil 1473 rec 1/29/2O1EBET34EUSE mi l• valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual budding component. �, Applicability of design parameters and proper incorporation of component is responsbeity 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 responsibilitly of the M iTek" erector.Additional permanent bracing of the overall structure is the responsbiity of the building designer.For general guidance regarding fabrication,quality controL storage,delivery,erection and bracing.consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312,Alexandra.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber isspecified,the design values arethose effective 06/01/2013 by MSC v Job Truss Truss Type Qty Ply 5A R41832508 PL14-89 UP F02 Floor 5 1 Job Reference(ootionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:38:55 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-NHuVAQIjggU4Tb?IvyCi3ixlvBX_NPgT1 MwJUAzOQU_ I 2-6.0 1 I 2-0-11 1 1 1-2-0 1 1 1-0-9 1 Scale=1:25.9 1.5x3 I I 3x4= 1.5x3 11 3x4= 1.5x3 11 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 8 o-_ ae w o - — - — Iiiiiiiiiiiiiiiiiiiit _ -4/.- - N 9e e es a Nr- 1 AI, 12 11 10 9 3x4= 3x6= 3x4= 3x4= 3x4 = 10-6-3 11-2-11 1 9-9-11 9-1113 111-1-3 1 1 144012 1 9-9-11 0-1-8 0-7.0 3-8-1 0-7-0 0-1-8 Plate Offsets(X.Y): 110:0-1-8,Edoel,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.20 11-12 >870 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.33 11-12 >537 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:66 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 Nol&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=649/0-44 (min.0-1-8),9=649/Mechanical FORCES (Ib) Max- .Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01 W TOP CHORD 2-3=-2140/0,3-4=-2140/0,4-5=-1912/0,5-6=-1912/0,6-7=-1912/0 BOT CHORD 12-13=0/1359,11-12=0/2319,10-11=0/1912,9-10=0/1371 WEBS 6-10=-418/0,2-13=-1467/0,2-12=0/844,4-11=-536/22,7-9=-1480/0,7-10=0/810 G� .,�Q. °;% NOTES co L u; 01,, Cls . . 1)Unbalanced floor live loads have been considered for this design. J N 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. /Z=,r 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 '.. .#".401 r :4963 9 be attached to walls at their outer ends or restrained by other means. Q LOAD CASE(S) Standard ssIONA1.3, RtO P �ssS NGINF , � C` Ao2 9 87022PE r" / �yN . : -o,,;OREGO, 9.5:'.p - ` p OnaER PSs .. A HRl EXPIRES:06/30/2015 April 22,2014 6 I ®WARATXi-Ver'h/dcsignparameters and READ NINES ONWfISAND DAMMED HITEKREFEREAC PAGE MIE.1473ma.1;29/2014BE439FUSE • ��' Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual budding component. � Applicability of design parameters and proper incorporation of component is responsibdily of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabiNy during construction is the responsibility of the a"Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication.quality control storage,delivery.erection and bracing,consult ANSI/1711 Qualify Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber itspecltied,thedesign values are thou affective 06/01/2013 byAtSC • Job Truss Truss Type Qty Ply SA R41832509 PL14-89_UP F03 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:38:56 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY rUStNmJLR8cx5IZUTllxcvUWYbsw6pZcG0fs?czOQTz I 2-6-0 I I 2-5-1 11 1-2-0 11 2-4-11 I Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 > ae H O O O e 1 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10.9, 11-7-1 I 10-2-1 101319 111-5-911 16-7-4 I 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(XX): f10:0-1-8,Edae1.f11:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18.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=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOMO lit TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 o5. 01,wASkj4, `/y'� WEBS 6-10=-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=-1660/0,7-10=0/1140 0 '0: 0 `� av �p d NOTES CO ' �y '4 M 1)Unbalanced floor live loads have been considered for this design. 1 N 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 llf, be attached to walls at their outer ends or restrained by other means. Q}C39 �0 +4,CISTE� k' LOAD CASE(S) Standard �'sG ' - .S1ONAL E9 PROF` `4,<<,c3INBF�ss' cr 8. • 2PE /�f yNinti ''5, OREGO, c _Ali -P cctijBER ." OS A. He EXPIRES:06/30/2015 April 22,2014 6 s ®ICA.RNIM3-Vtrr7ydesign parameters and READ S CM 7IfMAND 174C;WODED MITEK REFERENCE(AGE MIT.7473 ren I,/19/20IU11ERS.4EUSE Design valid for use only with Mick connectors.This design is based only upon parameters shown.and is for an individual budding component. MI ppliicabilty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M iTe{C" erector.Additional permanent bracing of the overall structure is the responsbBy of the budding designer.For general guidance regarding fabrication.quality control,storage.delivery.erection and bracing,consult ANSI/fPli Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information evadable from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA.95610 If Sauthem Pine(SP)lumber is specified,the design values arethase effective DS/03/2013 byALSC + Job Truss Truss Type Qty Ply 5A R41832510 PL14-89 UP F04 Floor 1 I Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:38:57 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszXltJY-JgOFb6K CRkoiv8h1NEA970dL?9TrGQ1VgPPX2zOQTy I 2-3-0 I 1 1-4-11 II 1-2-0 11 1-0-9 1 2-6-0 1 Scale=1:31.6 1.5x3 I I 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 4x5= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 N e O e / \ ' e eN e L e o e ' 7• /// 13 ' 15 14 13 12 11 3x4= 3x8= 3x5= 3x4= 4x4 = 3x4 = 14-3-11 I 13-1-11 13-8-111 1 18-1-4 I 13.1-11 0-7-0 0-7-0 3-9-9 Plate Offsets(X.Y): 112:0-1-8,Edoel.F13:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.33 13-14 >663 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.51 13-14 >419 360 BCLL 0.0 Rep Stress Ina YES WB 0.60 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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) DOT CHORD Rigid ceiling-directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 16=791/0-4-4 (min.0-1-8),11=791/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOMO j� TOP CHORD 2-3=-2635/0,3-4=-2635/0,4-5=-344610,5-6=-3446/0,6-7=-2477/0,7-8=2477/0,8-9=-2477/0 'C BOT CHORD 15-16=0/1550,14-15=0/3254,13-14=0/3130,12-13=0/2477,11-12=0/1721 r,c7 'WAS r ::: 8-12=569/0,2-16=-1700/0 2-15=0/1191 415=-679/0,6-14=0/405,9-11=1858/0,9120/1092, Gd- ` N /`: 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. / .r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1• rel 49639 Q>� 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 Ofi 4'0I be attached to walls at their outer ends or restrained by other means. .Lt+ S S G S LOAD CASE(S) Standard 10NAI� ,o) PROre- 7\ #IN4\ 87022P•• �� y �' OR GON. q, 'Aoo '�e�� 1'` Pc'a: ' A H., RCr EXPIRES:06/30/2015 April 22,2014 r ®WARNIY3-Verity design parameters and READ MESON MS AND MIMED MIlEKREFERENCE PAGE NIL 7 473 I'M 1/29/2O14BL 0llEUSE 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 responsibillify of the . iTek' erector.Additional permanent bracing of the overall structure is the respombtity of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing.consult ANSI/fill Quality Crtieda,008.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available horn Truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southam Pine(SP)lumber is specified,the design values arethose effective 06/01/2011 byAtSC Job Truss Truss Type Qty Ply SA R41832511 PL14-89_UP F05 Floor 9 1 Job Reference(notional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mi Tek Industries,Inc.Mon Apr 21 15:38:58 2014 Page 1 ID:j7axn40sHnThIyaUAczwOszX1 UY-nsadoSLczIsfK3jta4mPhKZrvOXsafyvjK8z4VzOQTx 11I 1-1 11-2.0 11 2-4-15 I 2-6-0 I Scale=1:35.4 4x5= 3x4= 3x4= 3x4 = 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1.i .72...... 0•000007: ::: :::.44, tiaei. aiiiralw••••••/... .......x. oirerarmarrialeiimmeimm=ii c,A • 25 24 23 22 21 20 19 18 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6= 3x5= 3x5 V/B= 15-7-9 I 14-5-95-0-9iI 1 70 -9-8 I 14-5-9 7-0 0-7-0• 5.1-15 Plate Offsets(X,Y): 112:0-1-8,Edgel,f18:0-1-8,Edne1 LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) Ildefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/1-P12007 (Matrix) Weight:98 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) 17=909/0.4.8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,yTONIO Jj„ TOP CHORD 2-3=2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, �J` 'C 8-9=-4495/0,9-10=-4495/0,10-11=4230/0,11-12=-4230/0,12-13=-3519/0, C ' QF wAS�jJ�_ 13-14=-3519/0,1415=-3519/0 ,c,' "Y(,' BOT CHORD 25-26=0/1077,24-25=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, I IT _.-t?, O d 19-20=0/3519,18-19=0/3519,17-18=0/1990 0 t 'i;• N WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,425=-987/0,424=0/813, 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=-272/35,11-20=-327/0, 4 1 12-20=0/1057 /V-,n . PO4,44,49:13.0.„9,0 NOTES �r have been considered for this design.1)Unbalanced floor live loads g �31 15 2)All plates are 1.5x3 MT20 unless otherwise indicated. S1O 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. NAL 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 31 nails. Slrongbacks to be attached to walls at their outer ends or restrained by other means. 25O) PR opt. GINE s, LOAD CASE(S) Standard c�5 .�N F19 02 c 870 2PE /9f yN rN SAT OREGON r),� �N 'A0 cc�'j8ER 1� P\o s A. HERS EXPIRES:06/30/2015 April 22,2014 I. A 49ARNING-Verify design raramewrsand READ)h0TESONMIS AND mum NIIEKREFERENCE PAGE MIT 7473ren.I/29/20148U0P.EHSE Design valid for use only with Mick connectors.This design is based only upon parameters shown and is for an individual budding component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MITek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delvery,erection and bracing,consult ANSI/TP11 Qualtiy 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 Heights,CA,95610 If Sauthem Pine)SP)lumbar Is specified,the design values are-short effective 06/01/2013 byALSC _ Job Truss Truss Type Qty Ply 5A R41832512 PL14-89 UP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:38:59 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1UY-F387?oLEj3 WyD138oHeEY678o1UJJY2y_uWcxzOQTw I 1-4-0 1 2-6-0 1 1 1.5x3 II 2 3x4= 3 1.5x3 11 Scale=1:8.7 N U 0 N k il ■lin 'VI 1111114 /. 5 W 4 3x4= 3x4= 0-1-81 41 0 1 1 8 3.11-8 LOADING(psf) SPACING 1-7-3 CSI DEFL in floc) 1/deft L/d 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 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code 1BC2012/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 4-1-0 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=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 01ONIO 1)Refer to girder(s)for truss to truss connections. 05 p, wAsi.„, . 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. G �. W 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. qy I s'�, GO d 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 0 "' h N be attached to walls at their outer ends or restrained by other means. 4 LOAD CASE(S) Standard rj 16Q" 49639 qt .0� Grs7 SSIGNAL � x0` PRQp Q 87022PE yVc%A); OREGO., tis � 'A00 SER \. P.O A. HE EXPIRES:06/30/2015 April 22,2014 II ®WARMdfpmrs LMJ Area yarameand READ NOTES ON MIS AND INCLUDED MINK REFERENCE PAGE NII.7473 ren.1/29/26SSBW7REt _ 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 responsiblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibillity of the -- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/iPlt 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 If Southern Pine(SP)lumber isspecified,the design values arethosa effective 06/01/2013 byAtlC Job Truss Truss Type Qty Ply 5A R41832513 PL14-89 UP F07 Floor 12 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.5105 Jan 132074 MiTek Industries,Inc.Mon Apr 21 15:39:01 2014 Pagel ID:j7axn40sHnThIyaUAczwOszX1 UY-BRGmQTNUFgFDB WSSGDJ6JzBLXcYXn3SLOINdhpzOQTu I 1-7-12 1 1 1-8-15 1 1 1-2-0 II 1-4-9 1 1.60 1 Scale=1:30.1 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x4 = 1.5x3 II 3x5= 1.5x3 II 1 23 3 4 5 6 7 8 9 10 11 •.1: — ...t.. -.44414%14411111.- - -00°.°1".. l . 000 WI._ .V. - . - N e e e e 0 o e 19 Mi. 16 15 14 13 3x4 11 3x6= 3x8= 3x5= 355= 1.5x3 II 3x4 = 354= 1 1-10-12 2-914 17-5-4 I 1-10-12 0-1-8 15-5-0 Plate Offsets(X,Y): f2:0-3-0,Edoel.f8:0-1-8,Edoel,f13:0-1-8,Edgel.f19:Edoe,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (Mc) 1/deg L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.18 14-15 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.27 14-15 >687 360 BCLL 0.0 Rep Stress Incl NO WB 0.67 Horz(TL) 0.03 12 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:83 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:17-18,16.17. REACTIONS (lb/size) 18=1194/0-5-8 (min.0-1-8),12=627/0-2-12 (min.0-1-8) Max Gray 18=1194(LC 1),12=662(LC 4) • lit FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 'tONIO TOP CHORD 1-2=0/670,2-3=-950/312,3-4=-950/312,4-5=-2192/0,5-6=-2192/0,6-7=-2379/0, dcj Ot WAStj "4 7-8=-2379/0,8-9=-1741/0,9-10=-1741/0 C.) x4 +Ya BOT CHORD 17-18=-670/0,16-17=-32/1694,15-16=0/2387,14-15=0/1741,13-14=0/1741, ' •F r, 1�� 12-13=0/909 WEBS 9-13=-408/0,2-18=-808/0,1-18=-765/0,8-15=-14/787,7-15-259/0,6.16=-295/0, , tS 4-16=0/641,4-17=-935/0,10-12=-1092/0,10-13=0/1027,2-17=0/1309 4 NOTES rd ���'� 1)Unbalanced floor live loads have been considered for this design. dg639 f� Cq� 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. ��'� �GIST6R0 0 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 1. - sSIONALV G 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)304 lb down at 0-1-8 on top chord. � �0 PROFFs. The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �\� �NGINEF . LOAD CASE(S) Standard �� $7( DC 2'9� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-19=-8,1-11=-80 Concentrated Loads(Ib) N ' N Vert:1=-304(F) y '(% OREGO, (1'5) <U0 . A. HER�� EXPIRES:06/30/2015 April 22,2014 1 4 A WA.RNNIt s-Yer'tydeaign parameters and READ M)1ES ON MIS AND ISIZIUDEU MI7EYREFEREMz PAGE MII.7 473 ren 1129/201i DP:REUSE MIMI Design valid for use only with Mitch connectors.This design is based only upon parameters shown,and Is for on individual bulding component �• Applicability of design parameters and proper incorporation of component is responsiblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabitty during construction is the responsibility of the -A BYB p'Te�� erector.Additional permanent bracing of the overall structure is the responsblity of the bolding designer.For general guidance regarding t 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 avalable from Truss Plate Institute.781 N.Lee Street-Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern Pine(SP)lumber is specified,the design values arethose cffestive 06/01/2013 byAtSC f Job Truss Truss Type Qty Ply 5A R41632514 P114-89 UP FOB Floor 7 1 Job Reference(ootionall Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:01 2014 Pape 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-BRGmQTNUFgFDBWSSGDJ6JzBSbchgr ApLQINdhpzOQTu I 2-6-0 1 0-5-10 1 i 1-2-0 11 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4= 6 0 N e o i 10XX ee 1 9 6 3x4= 3x4= 3x4= 3x4= I 3-1-2 3-?-10 3-9-10 1 4r4-10 41(6 8-6-8 I 3-1-2 0-1 0-7-0 0-7-0 0-1 4-0-6 Plate Offsets(X,Y): 18:0-1-8,Edael.19:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:39 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=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • lONIO 44. TOP CHORD 2-3=732/0,3-4=-732/0,4-5=732/0 ) BOT CHORD 9-10=0/682,8.9=0/732,7-8=0/665 0$ QtV WAS 4 WEBS 2-10=736/0,2-9=-37/269,5-7=-718/0i /..; 1 - q.' �r Q. NOTES , , O� N 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ;Thar 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 :1 4963Q (fj�;' be attached to walls at their outer ends or restrained by other means. 0,4, ��Gi LOAD CASE(S) Standard SSI4NALG \-‘`cO PROFFss 0NGINEF9 /�2 8. 0 2PE , r — Aj;OREGO.. (Ij J EXPIRES:06/30/2015 April 22,2014 6 C A milinti•Veritydesign paramgeers sad READ 107ES ON IRIS AND MUSED 1417DC REFERENCEPAGE MIL 7473 rnr,J/2S/ZOI4BUDREUSE 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 k responsblly of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stab'Bty 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 �Y� 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/M1 Quality Criteria,058-B9 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Inns Plate Institute.781 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern PinetSP)lumbar is specified,the design values arrthase effective o6/01/3013 by ALSO Job Truss Truss Type Qty Ply 5A R41832515 PL14-89 UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:02 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-feg8epO60_N4pg1 epwgLrAjdNO2oWDVey6ADGzOQTt 1 2-6.0 1 ass 1 1 1-2-0 1 1 1-7-2 I Scale:1"=1' 11.5x3 II 2 3x4= 31.5x3 II 4 3x4= 51.5x3 II il .....\ e____ e . N G C ., e C 1.5x3 ll 9 8 7 6 3x4=- 304 304= 3x4= I 3-0-14 3r2-fj 39-6 1 4-1-6 1 6-2-8 I 3-0-14 1 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edge1,18:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:29 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18.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) 9=267/0-2-6 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. rs TOP CHORD 2-3=-362/0,3-4=-362/0 BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 4 GO , WEBS 2-9=-456/0,4-6=-424/0 < ; Q,),� t-,d NOTES s G trS 1)Unbalanced floor live loads have been considered for this design. ./ •; Ca 2)Refer to girder(s)for truss to truss connections. �"r ` 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 14`;1 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. t �, ,49639 Qr� 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 Q LS be attached to walls at their outer ends or restrained by other means. ', LISTER ssIONAL G LOAD CASE(S) Standard CS taGP E'FR sro -c, 29. 870 2PE f cv y NSA%;GREG N 4I SCI MBER 1\ �• OS A. tivi P EXPIRES:06/30/2015 April 22,2014 1 A wArdas-Verify dalign pasamaters sad READ MIES ON TNIS AND MILTED PIITEK AEFERENa PAGE X11.1473 tee 1/29/2016BWs)8EUSE 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 MiTek. erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding fabrication.quality control storage.defrvery erection and bracing.consult ANSI/TP1l Quality Criteria,DSI-89 and BCSI Budding 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)lumber is specified,the design values are those effective 0G/01/2013 byALSC Job Truss Truss Type Qty Ply 5A R41832516 PL14-89_UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:02 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-feg8ep060 N4pglepwciLrAjc201vWd Vey6ADGzOQTt I 2-6-0 1 0-5-10 1 1 1-2-0 I I 1.6.14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 1 \ 0 N e 1C"3 9 O 8e3x4= C% ( 3x4= 3x4= 3x4= I 3-1-2 3-F-10 3.9.10 i 4-4-10 8-8-8 I 3-1-2 0-1-9 0-7-0 0-7-0 0.1 4-2-6 Plate Offsets(XX): 18:0-1-8,Edge1,19:0-1-8.Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:40 lb FT=0%F.0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied orb-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=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O>rto TOP CHORD 2-3=-761/0,3-4=-761/0,4-5=-761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 Q�7 O�VJA$Xh WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 �/' Qi `y►'C. NOTES ro '. S`; 1)Unbalanced floor live loads have been considered for this design. i Lr 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. ! 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,47 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 .'d ` 49639 L' be attached to walls at their outer ends or restrained by other means. 9r* 4.081.069 LOAD CASE(S) Standard �'4.0NAv P3.G • (<S% PRQp cLIN.,co. NGiNEk•• < ite 'V 8. • 2PE / c-" N / tN - �"j, OREGO_. 9 ke -P $'4,/ ER 1� P�O -S A. HERS EXPIRES:06/30/2015 April 22,2014 a a ®WA NL' -Verity design parameters and READ M77ESCM7HISAND JAMMED MIUEKREFERENCEPAGEMI7-7473(ec!/29/Zo1dREDREUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual bung component. �� Applicability of design parameters and proper incorporation of component is responsblity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stobifly during construction is the responsibillity of the MITek' erector.Additional pennonent bracing of the overa6 structure is the responsiblily of the budding 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 inns Plate Institute,781 N.lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern PinetSP)lumber is specified.the design values are those effective 06/01/2023 byAiSC Job Truss Truss Type Qty Ply SA R41832517 PL14-89_UP F12 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39.03 2014 Page 1 ID:j7axn40sHnThlyaUAczw0szX1 UY-8gNWr9PknHVxQgcqNdLa0OGj6PFoF_VetcsktizOQTs 1 2-6-0 I I 2-3-5 11 1-2-0 I I 2-4-11 1 Scale=128.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 II 1.5x3 II 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 2 t O 1 p 1 12 11 10 3x4= 3x8= 3x4= 3x4= 354= 10--13 11-5-5 I 10-0-510 113 11-3-131 1 185- i 10-0-5 021-8 07-0 5-03 0-7-0 0-1-8 Plate Offsets(XX): 110:0-1-8,Edge).111:O-1-8,Edoe) LOADING(psf) SPACING 1-7-3 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC20121 TPI2007 (Matrix) Weight:72 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=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. tTONTO TOP CHORD 2-3=-2476/0,3-4=-2476/0,4-5=-2549/0,5-6=2549/0,6-7=2549/0 pJ BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 0�7 Ov w1�$�h WEBS 6-10=-319/0,2-13=-1648/0,2-12=0/1025,4-12=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 G w: , NOTES /,,-,. .`' 0� N 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - r 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 d Qt be attached to walls at their outer ends or restrained by other means. �0 &49639 Q' kt, GIS71 ' LOAD CASE(S) Standard • ssIONALG ,i1/4..o, PROFF. 2 •- 870 2PE 9 y Aj, OREGO cp 4/ -PC/r) MBER \\ P\O .:SA. HE% EXPIRES:06/30/2015 April 22,2014 I 1 A trA.Mti-Veer design paramews and READ MIES CM IRIS AM MODS tdITER tiEFERENaPAGE MIL 7473 my.l/25/261fiMr-CREME valid for use only with MTek connectors.This design is based only upon parameters shown.and h for an individual building component. mil- Design Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MITek• erector.Additional permanent bracing of the overall structure is the responsblity of the building designer.For general guidance regarding fabrication.quality control,storage,delvery,erection and bracing,consult ANSI/TPI1 Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Intonnallon available from Truss Rate Institute,781 N.Lee Street.Suite 312 Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are that*effective 06/01/2013 byAISC Job Truss Truss Type Qty Ply 5A R41832518 PL14-89_UP F13 Floor 6 1 Job Reference footionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:04 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOs2X11W-c0xu3VPNYbdo2_B1xLspxbpq?pYtQ1n6GbHH8zOQTr I 2-30 I 1 1.4-11 I I 1-2-0 II 1-2-5 1 2-6-0 I Scale:3/8"=1' 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 0 N e e e e e e -- 1.g 15 14 13 12 3x4= 3x8= 3x5= 3x4= 4x4= 3x4= 14-3-11 I 13-1-11 S3-8-111 1 le-3-0 I 13-1-11 0-7-0 0-7-0 3-11-5 Plate Offsets(X,Y): 112:0-1-8,Edgel,113:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.33 13-14 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.85 Vert(TL) -0.53 13-14 >412 360 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.06 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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 orb-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=797/0-4-4 (min.0-1-8),11=797/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. htQNIo TOP CHORD 2-3=2664/0,3-4=2664/0,4-5=-3503/0,5-6=-3503/0,6-7=-2556/0,7-8=-2556/0,8-9=-2556/0 �! BOT CHORD 15-16=0/1564,14-15=0/3297,13-14=0/3200,12-13=0/2556,11-12=0/1731 0r7 O WAs.1:41--- WEBS 7-13=0!349,8-12=-534/0,2-16=-1715/0,2-15=011206,4-15=695/0,6-14=7/395,9-11=1869/0,9-12=0/1118, (i' 4 G; ' 6-13=-853/0 1...,1 �, d 'O ):• ra ` NOTES f 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. r 'r 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. is ,49639 �Iv 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 O `c• ti9 be attached to walls at their outer ends or restrained by other means. �',4+ GISTc , LOAD CASE(S) Standard - `�' Q rA. G D PROP n • c; C�NE / c4> 0 2t cc 87022P7 fir" y SOR GON AT (1,(3OLii "AO�F i8ER \'` P.• .S ,q HE ' EXPIRES:06/30/2015 April 22,2014 r ®IPARNIMil-Yerftydesiga parameters and READ AWES ON THIS AND IAClIJDED MEEKRESEACE PAGE KU 7473 rec 1/29/2011BL OREI/SE Design valid for use only with MTek connectors.This design is based only upon parameters shown.and h for an individual building component. �" Applicability of design parameters and proper incorporation of component is responsIblity 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 responsibt9ity of the• MITek' erector.Additional permanent bracing of the overa6 structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control stooge,detrvery.erection and bracing.consult ANSI/1P11 QuaMy 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 Southern Pine(SP)lumber is specified,the design values arethose affective 06/01/2013 byAlSC Job Truss Truss Type Qty Ply 5A R41832519 PL14-89_UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:04 2014 Page 1 ID:j7axn40sHnThlyaUA¢w0szXIUYcOxu3VPNYbdo2_81xLspxbpv4peR U0n6GbHH8z0QTr 1 2-0-0 1 I 1-10-1 1 1 1-2-0 1 1 2-5-3 1 Scale=1:21.0 1.5x3 11 3x4= 1.5x3 II 3x4= 1.5x3 11 1.5x3 11 1 2 3 4 5 6 3x4= 7 e - a 0 �p N 1 11 10 a 9 e 3x4= 3x5= 3x4= 1.5x3 11 3x4= 1 &2-9 1 8-9-9 1 9-4-9 1 12-0-12 1 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(XX): f6:0-1-8,Edgel,f10:0-1-8.Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:54 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=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ``aaloNIO 6, TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=-1183/0 Y`' � �a BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 �' 01 VIA `►' WEBS 2-12=994/0,2-11=0/571,4-10=443/3,6-8=-1277/0 G ,S' 4 G'1,d NOTES ' ` 0� C� 1)Unbalanced floor live loads have been considered for this design. N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s) 4 12,8. ' 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i7 r 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 1149639��p J' be attached to walls at their outer ends or restrained by other means. 0�A�FCIS LOAD CASE(S) StandardI. S`S10NAj, G ���ED P R OF�CrS ,gig �NCa1NE ,-6/2 4-. 870 2PE 7—0).OREGO ti Qzu 'S�C'Oc�jyl8E1=0\ ER 1,� �. .:S A. HE�� EXPIRES:06/30/2015 April 22,2014 4 Mil I A N'ARNIMI-Verity design parameters sod REAL)1/IES 011710 AND IM.UDED Hi7EK REFEREMI PAGE MIL 1473 ren 1,1291201$85GREUSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual bulding 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 stabilty during construction is the responsibility of the M ITe{Cf erector.Additional permanent bracing of the overall shucture is the responsiblity of the building designer.For general guidance regarding fabrication.quality control,storage,defvery,erection and bracing.consult ANSI/TPII Quality Cid eda.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. Cams Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values arethose effective 06/01/2013 byAMSC Job a Truss Truss Type Qty Ply 5A R41832520 PL14-89_UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries.Inc.Mon Apr 21 15:39:06 2014 Page 1 ID:j7axn4OsHnThlyaUAczwOszX1 UY-YP3ITBRd4CtWHIKP2mvH00uKrdQGRS_4Za4OM 1zOQTp I 1-4-12 I 1-4-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 L 0 N L ,,J 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deb Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 """" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/fP12007 (Matrix) Weight:15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(8at) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-309/0,2-5=304/0 NOTES WAS14 4 1)Refer to girder(s)for truss to truss connections. GQ `W 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. � - , G44 d 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 1-7- /M ..': . N be attached to walls at their outer ends or restrained by other means. i 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. lb.. ` The design/selection of such connection device(s)is the responsibility of others. 14,r 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). rd rzif O X963�9��p LOAD CASE(S) Standard �' GISTEI<' '' . 1)Dead Floor Live(balanced):Lumber Increase-1.00,Plate Increase-1.00S'j ()NAL,P', • Uniform Loads(plf) Vert:45=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) ' PROFFs ' 4` �NGINEq.si�2 i37022P� "! 5. Ch N 7 'oj; OR GON ti, -P0° MBER -0 PCO SA. HER1 EXPIRES:06/30/2015 April 22,2014 I 1 A WWARNIM)-Verity design parameters and READ N 17S ON INISAND L'.lUOOED NNW REFERENCE 114GE 1417.7473m,1/29/20.14 BOWE USE Design valid for use only with Mgek connectors.This design i based only upon parameters shown,and is for an individual building component �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MITeK• erector.Additional permanent bracing of the overall structure is the responsibility of the bulding designer.For general guidance regarding fabrication,quality control storage.delivery.erection and bracing.consult ANSI/TP11 Quality Criteria,058-89 and SCSI 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 If Southern Pine(SP)lumber is specified.the design values arethos&effective 06/0212013 byAtSC Job Truss Truss Type Qty Ply 5A R41832521 PL14-69 UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:39:05 2014 Page 1 ID:j7axn40sHnThlyaUAczwOsz(1 UY-4CVHGrQ?Jvlfg8IDV202TpL6KD22izQxKwLrgbzOQTq I 1-6-0 I 1-5-10 I I 1-2-0 I I 1.414 I 2-6-0 I Scale:3/4"=l' 1.5x3 II 1.5x3 II 1.5x3 II 1.5X3 II 1 23x4= 11 3 4 5x4=3 8 ti e Le 0 N 1d3X 9 e 8 e3x4= � 354= 3x4= 3x4= I 3-2-10 1 3-9-10 1 4-4-10 1 8.6-8 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X.Y): f8:0-1-8,Edge(,f9:0-1-8,Edge) LOADING(psi) SPACING 1-7-3 CSI DEFL in (lac) I/defl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:39 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=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0,T N. TOP CHORD 2-11=926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0 BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 O O kit, 4 WEBS 2-10=-804/0,2-9=0/327,5-7=-833/0,5-8=0/303 g-, �� - �' C� xi NOTES h ,., O 1)Unbalanced floor live loads have been considered for this design. , N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. I 4/ 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i�,r 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 ;rA g63��,� be attached to walls at their outer ends or restrained by other means. '40,t.,��CIST6� 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down at 2-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. s 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). S I�NALG LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 0 r r5 Rop Uniform Loads(plf) 1/4 Vert:7-10=-8,1-6=-80 \Co NGQIIVEF ssjO Concentrated Loads(Ib) N. 9 Vert:11=-169(B) 87022PE 2� / co - iv OREGO_ ti• 4/ 9OOc�4113 ER 11 P'' S A. HER1 EXPIRES:06/30/2015 April 22,2014 ®WARNTM5-Ver'?y design;aranxemrs:ad READ M?7ES ON DOS AND LAIIRiED PUTEK REFEREhts PAGE NTT 7413 ret.1,/29/20188170RFUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and a for an individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction in the responsibility of the - erector.Additional permanent bracing of the overal structure is the responsibility of the building designer.For general guidance regarding M iTek" fabrication,quality control,storage,defnery,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 If Southern Pine(SP)lumber is specified,the design values arethoce effective 06/01/2013 byALSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4Center plate late on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property I (Drawings not to scale) uma Damage or Personal Injury are indicated. g j ry GSM Dimensions are in ft-in-sixteenths. im 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 Q 1/t6' 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I bracing should be considered. o O 3. stack Nevermaterialscexeed tonhe inadequately design loading shownand never I � U trusses.a IlL\IIII.4.,IFilli Provide copies of truss to the his For 4 x 2 orientation,locate Oa Q� U C7•8 C6.7 cs•6 4. designer,erectionisupervisorr,property ownedrland plates 0-'nd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. g 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. shall ss not exceed 19%at timietof fabrication. PRODUCTlumber PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate M.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 by symbol shown and/or SYP represents values as published specified. ii 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. •�E reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. NM MI � Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable 11.117.1.1 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. aMI! . BCSI: Building Component Safety Information, MI 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