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Plans (55) At 5/.2-a�-aa�S ME INN F-73 2 9 2016 I\/hTeI( k2` ,,, r MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-360_UP Fax 916/676-1909 3413 BD 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:R43072337 thru R43072345 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. cc 2 87 2PE r -7 0'c>,OREGON ct' W ooIs BER -\ Pio. S A. HEC'kv. EXPIRES:06/30/2015 October 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. Job Truss Truss Type Qty Ply 3413 BD R43072337 P114-360_UP FO1 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:55:55 2014 Page 1 ID:zs2ygYHMYItl Z1p9y12t1yAg??-mZkluZnJfn2pnNkfD17D5HWoxE9p8ZYs091DnHyR6o2 I 1-0.0 I 1 1-1-14 11 1-7-0 110-8-611 1-7-0 1 1-7-0 ii 1-7-0 1 1-7-0 I I 1-7-0 1 1-7-0 1 Scale=1:34.7 3x4= 4x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 3x6 FP= 3x4= 4x4 7-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 .'7' '-/►1\ -//'�e.�..v..\a ..\� -' ..— ,,,\ 1:7NI Ie e- ? 1S e - .e 32 31 30 29 28 27 26 25 24 23 22 21 3x4= 4x6= 3x5= 3x5=3x6 FP= 3x5= 3x4= 3x5 = 3x5= 4x8= 3x4= 3x6 SP= 1 IO-tau 11-5-112-0-1441 204-1210.10.14 0.7-0 7-01 8-3-14 1 Plate Offsets(X,Y)— 112:0-1-8,Edge),126:0-1-8,Edpe) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deb Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.33 26-27 >747 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.51 26-27 >477 360 BCLL 0.0 Rep Stress[nor YES WB 0.57 Horz(TL) 0.08 21 n/a n/a BCDL 5.0 Code IBC2012/1P12007 (Matrix) Weight:101 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 2400E 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) 21=891/Mechanical,32=891/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1628/0,3-4=-1628/0,4-5=-2869/0,5-6=2869/0,6-7=-3728/0,7-8=3728/0, 8-9=-4216/0,9-10=-4216/0,10-11=-4245/0.11-12=4245/0,12-13=3990/0, 13-14=-3990/0,14-15=-3183/0,15-16=-3183/0,16-17=-3183/0,17-18=-1851/0, 18-19=-1851/0 BOT CHORD 31-32=0/864,30-31=0/2294,29-30=0/3343,28-29=0/4019,27-28=0/4019,26-27=0/4309, 25-26=0/4245,24-25=0/4245,23-24=0/3655,22-23=0/2578,21-22=0/991 WEBS 2-32=-1209/0,2-31=0/1071,4-31=-932/0,4-30=0/805,6-30=-664/0,6-29=0/538, 8-29=408/0,8-27=0/281,10-26=-325/281,19-21=1300/0,19-22=0/1127,17-22=-952/0, 17-23=0/794,14-23=618/0,14-24=0/450,12-24=-655/57 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIIrPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to . .� ) PR OFFS be attached to walls at their outer ends or restrained by other means. tr N- GINE LOAD CASE(S) Standard .. �-;if? /� 870 2PE 2-r' -7 N w � �A,,,.OREGO_ /cy S A. HERS EXPIRES:06/30/2015 October 22,2014 6 FLA.ANIhri-yedtydesign parameVs and READ N)1ESON INISAND LSC ELTED Ml7EKAUDIEAC E PAGE hRl•7473 ren 1/29/2014BMW WE Design valid for use only with Tek connectors.This design is based only upon parameters shown.and Is for an individual bufding component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown �- M a tor lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the R,q erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi Tek' fabrication,quolity control storage,delivery,erection and bracing.consult ANSI/TP11 Qualty Criteria,DSS-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. If Southern Pine(SP)lumber is specified,the design values cortisone effective 06/01/2013 byALSC Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 3413 BD _.. R43072338 P1.14-360_UP F02 Floor 10 1 Job Reference(optional) Pacific lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 Mi Tek Industries,Inc.Tue Oct 21 15:55:58 2014 Page 1 ID:zs2ygYHMYIII_Z1 p9y12t1yAgr-EIIhSunxQUAgPWJrmOeSdV3xMdSHw020dpmmJlyR6o1 - 1 1-0-0 1 1 1-1-10 ii 1-2-0 I P-7-71 i 1-7-0 1 1-7-0 II 1-0.0 1 1-7-0 1 ::.. .. .. _......_ Scale=1:33.9 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 e is e • a N e/ ` e / N. / . / a./ "\e •� • _\e a V Ns /01/"Ni..- N 30 29 28 27 26 25 24 23 22 21 3x4= 4x5= 355= 3x5= 3x5= 3x5= 3x4= 355= 4x6= 354= 14.2-2 13-0.2 I3-7-2 1 19-11-4 1 I 13-0-2 0-7.11 b-7-0 5-9-7 Plate Offsets(X,Y)— (14:0-1-8,Edge),124:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deb Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.31 24-25 >756 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.49 24-25 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=871/Mechanical,20=871/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1588/0,3-4=-1588/0,4-5=-2786/0,5-6=-2786/0,6-7=3608/0,7-8=3608/0, 8-9=-4042/0,9-10=-4042/0,10-11=1122/0,11-12=-4122/0,12-13=3586/0. 13-14=-3586/0,14-15=-3053/0,15-16=-3053/0,16-17=-1806/0,17-18=-1806/0 BOT CHORD 29-30=0/843,28-29=0/2232,27-28=0/3242,26.27=0/3871,25-26=0/4132,24-25=0/3999, 23-24=0/3586,22-23=0/3586,21-22=0/2507.20-21=0/970 WEBS 14-23=0/364,2-30=-1181/0,2-29=0/1042.4-29=903/0,4-28=0/776,6-28=-639/0, 6-27=0/513,8-27=367/0,12-24=-662!7,18-20=-1271/0,18-21=0/1096,16-21=-919/0, 16-22=0/716,15-22=-31/252,14-22=-1052/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to <<-R�Q P R OF�Ss be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Co �GNGINi;F'4 /.3 ° 870 2PE NN 7 �A?;:OREGO. /ti IH 9 A. He'C''‘ EXPIRES:06/30/2015 October 22,2014 45 ®1f41R7/I/FJ-yer'lydesign pansMM eers sod READ IES 0M MIS.WMUM MITEK REFERENa PAGE MI!7 473 rex.1/29/ZolaBE0REt1SE �r Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for on individual building component. �, ApplicabiGy of design parameters and proper incorporation of component is responsibility of building designer-not tuns designer.Bracing shown T is for lateral support of individual web members only.Additional temporary bracing to insure stabity during construction is the responsibilliy of the iw i le k' erector.Additional permanent bracing of the overall structure is the responsib5y of the building designer.For general guidance regarding fabrication,quality control storage.delivery.erection and bracing,consult ANSI/0'11 Quality Criteria,038.89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety InlorrncHon available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,05610 If Southern Pine(SP)lumber is specked.the Jasign values arethasa affective 06/05/2013 byALSC Job Truss Truss Type Oty Ply 3413 BD R43072339 PL14-360_UP F03 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 21 15:55:58 2014 Page 1 - ---- ID:zs2ygYHMYRI_Z1p9y12t1yAg??-ABQRWapBy6QOegTEuRtlwiw8HbR780uDJ47FtOcyR6o? 1 1-10-8 I I 1-1-0 1 11-2-D 18941i Scale=1:38.2 3x4= 3x6=4x4= 3x4= 3x4 = 3x4= 3x4= 3x4= 3x6 FP= 3x5= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 e e F-1I% 9 e 9 e 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4 = 3x6 = 3x6 FP= 3x5= 3x5= 3x5= 3x5= 3x6= 4x6= 3x4 = - 3x5 SP= 3x8= 14-0-14 I 2-z l-81-8 I 1z -1a a 1g-5-14 I 22-4-17 10-9-6 b-7-0 8-3.14 0-7-0 Plate Offsets(X,Y)— [11:0-1-8,Edge],[12:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deli lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.47 27 >569 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.73 27 >364 360 BCLL 0.0 Rep Stress Ina YES WB 0.64 Horz(TL) 0.10 21 n/a n/a BCDL 5.0 Code IBC2012/rP12007 (Matrix) Weight:111 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)'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-33:2x4 DF No.1&Btr(flat) REACTIONS. (lb/size) 21=979/Mechanical,33=979/0-2-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1777/0,3-4=3152/0,4-5=-3152/0,5-6=4347/0,6-7=-4347/0,7-8=-5033/0, 8-9=-5033/0,9-10=-5240/0,10-11=-5240/0,11-12=-4989/0,12-13=4602/0, 13-14=-4602/0,14-15=-3597/0,15-16=-3597/0,16-17=-3597/0,17-18=2057/0, 18-19=-2057/0 BOT CHORD 32-33=0/1777,31-32=0/2350,30-31=0/3807,29-30=0/3807,28-29=0/4749,27-28=0/5184, 26-27=0/4989,25-26=0/4989,24-25=0/4989,23-24=0/4171,22-23=0/2888, 21-22=0/1095 WEBS 12-25=-28/290,2-32=0/739,2-33=1991/0,11-27=-203/562,7-28=0/373,7-29=-527/0, 19-21=-1435/0,19-22=0/1262,17-22=-1089/0,17-23=0/930,5-29=0/707,5-31=-859/0, 3-31=0/1051,3-32=-924/0,14-23=-753/0,14-24=0/564,12-24=-839/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. [} PR Q 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)33. ��(Q`� Open 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' <0 %NSI�E -R ze 6)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 2 attached to walls at their outer ends or restrained by other means. 87022PE 9 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard y' -exOREGO., - 14.,4 OS �P A. HSR EXPIRES:06/30/2015 October 22,2014 t A WARNL5/;-Verify design parameter and READ I/3TES 0t/MIS AND MIMED MIMIC REFERENCE PAGE till•7473 ret 1,129/2014 DE,DRE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and B for an individual building component. �� Applicabiity of design parameters and proper incorporation of component is resporuibSty of building designer-not truss designer.&acing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the M ITP.k• erector.Additional permanent bracing of the overall structure is the responsibility of the braiding designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANSI/TPIJ Quality Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus He If Southern Pine(SP)lumber is specified,the design estues atethose effective 06/01/2013 by MSC Ights,CA,95610 " Job Truss Truss Type Qty Ply 3413 BD R43072340 PL14.360_UP F04 FLOOR 3 1 Job Reference(optional) Pacific Lumber&Truss Co.,__._.Lake Oswego.Oregon 7.530 5 Jul 11 2014 MTek Industries,Inc.Tue Oct 21 15:55:59 2014 Page 1 ID:zs2ygYHMYIt1 Z1lp9y12ttyAg7? K_pkwgpjPYFG_1QS8C9F7hUgrab7JASJn?Q�+2yR6o_ 1-4-0 1 1 1-4-0 1 1 1-7.6 1 1-0-0 1 1 1-2-0 i tL10-1n1 1-2-0 i 1 1-2-0 1 1-2-0 ii 1-7-0 1 1-2-0 1 Scale=1:36.1 3x4= 4x6= 3x4 II 4x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4= 304= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 / N/N / N I V • ® 6 1 /—fie / \ � / \e/ N / N /_1O' pOO e 32 31 30 29 28 27 26 25 24 23 22 21 4x5= 3x8= 3x6 FP= 3x6= 3x5= 3x5= 3x4= 3x5= 3x5= 3x4= 4x6= 2-11-0 I 21-3-0 I 2-11-n 18-4-0 Plate Offsets(X,Y)— f12:0-1-8,Edgef,124:0-1-8,Edgel,(32:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.12 25 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.19 24 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.02 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:105 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 OF 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, Except: 6-0-0 oc bracing:31-32,30-31,28-30. REACTIONS. (lb/size) 21=655/Mechanical,31=2027/0-5-8 (min.0-1-8),32=-825/Mechanical Max Upl-dt32=-913(LC 4) Max Gray 21=656(LC 4),31=2027(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/2546,3-4=0/2546,4-5=0/648,5-6=0/648,6-7=-675/0,7-8=-675/0,8-9=-1611/0, 9-10=-1611/0,10-11=-2163/0,11-12=-2163/0,12-13=-2325/0,13-14=2325/0, 14-15=-2077/0,15-16=-2077/0,16-17=2077/0,17-18=-1298/0,18-19=-1298/0 BOT CHORD 31-32=-1244/0,30-31=-1452/0,27-28=0/1188,26-27=0/1933,25-26=0/2325, 24-25=0/2325,23-24=0/2268,22-23=0/1747,21-22=0/715 WEBS 2-32=0/1552,2-31=-1691/0,12-26=-428/65,10-26=0/322,10-27=-453/0,8-27=0/592. 8-28=-719/0,6-28=0/861,6-30=-985/0,4-30=0/1125,431=-1399/0,19-21=-937/0, 19-22=0/764,17-22=-589/0,17-23=0/433,14-23=-281/0,14-24=-135/300 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/7P'1. ,WQ PROFFLS 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 �-�.�i G)NrE �61 be attached to walls at their outer ends or restrained by other means. CD.. Zo 6)CAUTION,Do not erect truss backwards. y 87022P- r— LOAD CASE(S) Standard / . " i CV y 0'oj;:OR GON c Q4/ ''PC. �M8ER 11 Q� s A. HERS. EXPI RES:06/30/2015 October 22,2014 4 r ®WARNIM3-Year design paantelers sod READ MJ rES ON IRIS AND INCLUZED NI7EKREFEREAa PAGE MU 7473 me 1/29/201$BEM USE Design valid for use only with Mitek connectors.This design's based only upon parameters shown,and is for an individual building component. MII 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 iVliTek' erector.Additional permanent bracing of the overall structure is the responsibTty of the building designer.For general guidance regarding fabrication.quality control storage.delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 1f Southern Pine[SP)lumber is specked,the design values are those effective 06/01/2013 byALSC Job Truss Truss Type City Ply 341380 R43072341 PL14-360_UP F05 Floor 8 t Job Reference(optional) Pacific Lumber&Truss Co.. Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:56:01 2014 Page 1 - .-.-ID:zs2ygYHMYIti_Z1p9y12t1yAg77-bj5a9cr3F1pyVIBpZZEdKYm17e9PbGXIm5UXzxyR6ny 1 1-0-0 1- 0141 1r2�P-7-711 1-7-0 1 1-2-0 II 1-7-0 1 1-2-0 1 Scale=1:36.4 4x4= 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4 = 3x4= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 e E _ e_ ///` +``` e_ ///`- e_ ///` \e_ 14 \ - / , o e_ a``` a e I e. ,ml B B 0 0 .e e !� 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 4x6= 3x6=3x6 FP=3x5= 3x5= 3x5= 3x5= 4x4= 3x5= 4x6= 3x4= 1.5x4 SP= 15-6-14 I 14-4-14 11-11-1} 1 21-4-0 I 14-4-14 0-7-00.7-0 5.9-2 Plate Offsets(X,Y)- 117:0-1-B,Edge),127:0-1-8,Edgel LOADING(pst) SPACING- 1-7-3 CSI. DEFL- in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.40 29 >641 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.62 29 >410 360 BCLL 0.0 Rep Stress!nor YES WB 0.60 Horz(TL) 0.09 23 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:107 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 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) 23=933/0-4-4 (min.0-1-8),35=933/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1712/0,3-4=1712/0,4-5=-3036/0,5-6=-3036/0,6-7=3981/0,7-8=-3981/0, 8-9=-4547/0,9-10=-4547/0,10-11=-4727/0,11-12=4727/0,12-13=4554/0, 13-14=4554/0,14-15=-4554/0,15-16=3935/0,16-17=3935/0,17-18=-3339/0, 18-19=-3339/0,19-20=-1950/0,20-21=1950/0 BOT CHORD 34-35=0/905,33-34=0/2419,32-33=0/3553,31-32=0/3553,30-31=0/4309,29-30=0/4682, 28-29=0/4688,27-28=0/4254,26-27=0/3935,25-26=0/3935,24-25=0/2723,23-24=0/1042 WEBS 16-27=0/550,17-26=0/389,2-35=-1268/0,2-34=0/1130,4-34=-990/0,4-33=0/864, 6-33=-724/0,6-31=0/598,8-31=-460/0,8-30=0/334,12-28=-255/55,15-28=0/498, 15-27=-885/0,21-23=-1366/0,21-24=0/1190,19-24=-1014/0,19-25=0/807, 18-25=-20/270,17-25=-1150/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated, 3)Refer to girder(s)for truss to truss connections. --- 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IP!1. `GR�Q, PR Of- - 5)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 -- C(NE - :rS/ attached to walls at their outer ends or restrained by other means. �GJ jJ . t�2 LOAD CASE(S) Standard �� �• 87.022P r. / 17, 'ox,OREG•N rt:' 1/4 •S A. HERS EXPIRES:06/30/2015 October 22,2014 l , a IL'ASNIM3-Veritydesgnrarameersand REAP hors ON MIS ANDMIMED MITEKREFIRENltPAGE MIL7473lee1/29/2618B$OREILSI Design valid for use only with Mifek connectors.This design B based only upon parameters shown,and is for an individual building component. I, 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 It the responsibility of the M iTek' 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/Till Quality Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. - Citrus Heights,CA,95610 If Southern PinetSP)lumber is specified,the design values are those effective 06/01/2013 by MSC • Job Truss Truss Type Oty Ply 3413 BD R43072342 PL14-360_UP F06 Floor '3 1 Job Reference(optional) Pacific Lumber&Truss Co., ___Lake Oswego,Oregon. 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:56:02 2014 Page 1 I D:zs2ygYHMYItI_Z1 p9y1211 yAg7?-3vfyMys0Kxp7Rm?7HlstmixT2 WZKe2u?ID4NMyR6nx I 1-10-8 101 2.6.0 1 ... 02-0_01.4410 °11-13 Scale=1:38.5 3x6 FP= 4x5= 5x16= 3x4= 3x4= 3x5= 3x4 II 1 2 3 4 5 6 7 89 10 11 12 13 O e _ e e _ r I ills a�\ / 1::4 _ illi It._ -y .1 /Fri RN IIb�Q( 22 21 20 19 18 17 16 15 14 5x6= 4x6= 3x8= 3x6= 3x4 = 4x8= 3x4= 3x6 FP= 1`4-0-14 QrB 1 z-18 2-iso 1z-1aU It;-.10i io1 I Sb2 lot-8 �i-0 2a B a e 10-7-14 0-7-0 Plate Offsets(X,Y)— 17:0-1-8,Edge),110:0-2-0,Edge),(16:0.1-B,Edgej,(22:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.17 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.27 18-19 >786 360 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.01 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:106 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(tlat)'Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-22:2x4 DF No.1&Btr(flat) REACTIONS. (Ib/size) 14=-258/0-2-12 (min.0-1-8),22=-996/0-2-4 (min.0-1-8),21=2003/0-5-8 (min.0-1-8),15=1230/0-5-8 (min.0-1-8) Max Upliift14=350(LC 6),22=-1061(LC 6) Max Gray 14=15(LC 5),21=2006(LC 3),15=1231(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/2107,5-6=-1588/0,6-7=-1588/0,7-8=-1384/0,8-9=-1384/0,9-10=-1384/0, 10-11=0/1084,11-12=0/1077 BOT CHORD 21-22=-2107/0,20-21=-1778/0,19-20=0/969,18-19=0/1384,17-18=0/1384, 16-17=0/1384,15-16=0/357,14-15=-919/0 • WEBS 2-21=-1183/0,2-22=0/2360,7-19=0/341,6-19=-269/0,5-19=0/669,5-20=1175/0, 3-20=0/1787,3-21=-921/0,10-15=1540/0,10-16=0/1112,9-16=375/0,12-14=0/992, 12-15=-534/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14,22. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,i1,..0 P.ROFF 5)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement �'�� - jN� ss%O at the bearings.Building designer must provide for uplift reactions indicated. . R 2 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to - �' be attached to walls at their outer ends or restrained by other means. 4r .87022 P E �1-- 7)CAUTION,Do not erect truss backwards. i LOAD CASE(B) Standard N cv y �'<I>,DREG s N q, " �</ PcN0 .811 SN A. HE EXPIRES:06/30/2015 October 22,2014 e 1 ®*MIP/3-Vedfydesign;ammeters;rd READ N37<S ON ma AND MUTED 1417Ef REFERE?KE PAGE Ma 7473 sec 1,29/20188&DRE11SE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. �, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to iruure stability during construction is the responsibillily of theMITeK" 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 Qualify CrIteda,058-89 and SCSI Boning Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312 Alexandria,VA 22314. Citrus Heights,CA,95610 If Saurhem Pme(SPj lumber is specified,the design values are these effective 06/01/2013 byAtSC _ • Job Truss Truss Type Qty Ply 3413 BD " R43072343 PL14-380_UP F07 Floor 3 1 Job Reference(optional) ... Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries.Inc.Tue Oct 21 15:50:03 2014 Page 1 ID:zs2ygYHMYIU Z1p9y12t1yAgT7-X5DKZItKne3glbLBh_G5Pzr7ASrY38f2EPze2pyR6rrvv 1-2-° I E_,11"2"0 I(1-7-21 _ Scale=1:34.3 4x4= 3x4= 3x4= 3x4= 3x4= 4x4= 3x4=3x6 FP=3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 ,- I LI_ I� 35 1-14 30 29 28 27 26 25 24 23 22 21 3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5= 4x5= 3x5= 4x6= 3x4= 1.5x4 SP= 14-4-14 I 13-2-14 1 9-141 I 20-2-0 I 13-2-19 7-0 b-7-0 5-9.2 Plate Offsets(XX)— 112:0-1-8,Edgej,113:0-1-8,Edgej LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.41 Vert(LL) -0.32 26 >750 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.50 26 >480 360 BCLL 0.0 Rep Stress lncr YES WB 0.56 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:99 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=881/0-4-4 (min.0-1-8),31=881/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1828/0,3-4=-1828/0,4-5=-3135/0,5-6=-3135/0,6-7=-3937/0,7-8=-3937/0, 8-9=-4227/0,9-10=-4227/0,10-11=-4040/0,11-12=-4040/0,12-13=-3625/0, 13-14=-3103/0,1415=-3103/0,15-16=-3103/0,16-17=1829/0,17-18=-1829/0 BOT CHORD 30-31=0/980,29-30=0/2541,28-29=0/3595,27-28=0/3595,26-27=0/4141,25-26=0/4181, 24-25=0/3625,23-24=0/3625,22-23=0/3625,21-22=0/2542,20-21=0/981 WEBS 12-24=-340/0,13-23=0/377,2-31=-1284/0,2-30=0/1112,4-30=-935/0.4-29=0/778, 6-29=-603/0,6-27=0/448,8-27=-267/0,10-25=-256/66,11-25=-273/0,12-25=0/792, 18-20=-1287/0,18-21=0/1111,16-21=-934/0,16-22=0/735,13-22=-1024/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)31. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �Q`ED P R OFFS LOAD CASE(S) Standard �. t.1oINEF;4 �% 870 2PE 2y. y��Aix:OREGO. ry Q•"f CIO& 8ER 1k P� `s A. HERS. EXPIRES:06/30/2015 October 22,2014 $ 7 ®WARMTM3-Ycraydeeign parameters and READ ROIES ON 7N.SAND 1M2USED NITER REFERENCE PAGE HIF 7473 tea 1r/29/201iDRZREUSE �' Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual building component. 1, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibity of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crtteda,D5B-B9 and BCS1 Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95810 If Southern Pine(SP)lumber is specified,the design values are than effective 06/01/2013 by AMSC smok • • Job Truss Truss Type Qty Ply 3413 BD R43072344 PL14-360_UP FOB Floor 1 Job Reference(optional) _......._._.Pacific Lumber&Truss Co.,____Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 21 15:56:04 2014 Page 1 ID:zs2ygYHMYILZ1p9y12t1yAg??-7HnineuyXyBXMlw0EhoKyBOLSsFRoXPBS2IBaFyR6nv 1 1-10-12 1 11.111.14_11 1-0.0 1 1 1-2-0 II 1-4-10 1 1-3-0 II 1-3-0 1 1-3-0 1 1 1-11-8 1 Scale=1:37.0 3x4= 4x12= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4= 3x8=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 N `/ ige fie•/ 1 � e:/ � � _ 1:?.,� 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6= 3x4 11 4x5= 3x6 FP= 3x5= 3x5= 3x5= 354= 3x6= 3x6= 3x5=- 355 355= 14-1-2 1 2-1-12 1 12-11-2 133-6-2i 1 19-7-4 1 21-9-12 1 2-1-12 10-9-6 7-0 7-o 5.6.2 2.2-8 Plate Offsets(X,Y)- 112:0-1-8,Edgel,118:0-3-0,Edgel,123:0-1-B,Edge),132:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.10 24-25 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.16 24-25 >999 360 BCLL 0.0 Rep Stress Incl YES WB 0.98 Horz(T'L) 0.01 21 n/a n/a BCDL 5.0 Code IBC2012/FP12007 (Matrix) Weight:109 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 20=-565/0-3-12 (min.0-1-8),31=1786/0-5-8 (min.0-1-8),21=1495/0-5-8 (min.0-1-8),32=-809/0-4-8 (min.0-1-8) Max UpIift20=-631(LC 6),32=-873(LC 6) Max Gray 31=1788(LC 3),21=1497(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/1020,3-4=0/1020,6-7=-1076/0,7-8=1076/0,8-9=-1543/0,9-10=-1543/0, 10-11=-1662/0,11-12=-1662/0,12-13=1391/0,13-14=-1391/0,14-15=-269/0, 15-16=-269/0,16-17=-269/0,17-18=0/1309 BOT CHORD 31-32=-1722/0,30-31=-1766/0,29-30=-347/0,28-29=-347/0,27-28=0/698, 26-27=0/1354,25-26=0/1633,24-25=0/1391,23-24=0/1391,22-23=0/821.21-22=-460/0, 20-21=-1309/0 WEBS 13-23=-281/0,2-31=-1742/0,18-21=-824/0,2-32=0/1930,12-25=-35/470,8-26=0/266, 8-27=389/0,17-21=1081/0,17-22=0/911,18-20=0/1456,6-27=0/531,6.28=658//0, 4-28=0/800,4-30=943/0,2-30=0/1035,14-22=-718/0,14-23=0/725 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. o��D PR . ' Qp 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 ' r—INC' S be attached to walls at their outer ends or restrained by other means. �. , 5)CAUTION,Do not erect truss backwards. 87022P E __ LOAD CASE(S) Standard / CV 7N'oj;.OREG•N tip tH On 13ER 1'‘ P��.. SA. HE • S EXPIRES:06/30/2015 October 22,2014 I ®Itp4Ntm-Verify deign parameersand READNOTESCNTHIS AND RR1U EDMPTEKREFEEREM'EPAGEMU7473rce1/19/10/aBBVRE1fSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the resporuibillity of the M ITeK' erector.Additional permanent bracing of the overall structure is the responsibTty of the building designer.For general guidance regarding fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crieria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 SIfaSou hem Pine(SP)lumber iit specified,the design values arc those effective 06/01/2013 byALSC 22314. Citrus Heights,CA,95610 • v Job Truss Truss Type Qty Ply 3413 BD R43072345 PL14-360 UP F09 Floor 1 1 Job Reference(optional) Padte Lumber 8 Duos Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Tue Oct21 15:56:06 2014 Page 1 I D:zs2ygYHMYItI_Z1 p9y12t1 yAg?7-xgvTCJvC3ZRFc34mM6gol cTdXfsdFXyUwMB H8yR6nt 1 1-0-0 I 1 1-0-10 11 1-7-0 I f°1 i 1-2-0 11-2m 11 1-2-0. 1 1-7-0 I Scale=1:35.8 3x4= 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 • • i -/M\W- • r� e o 33 32 31 30 29 28 27 26 25 24 23kr 7 3x4 = 4x6= 3x6 FP= 3x5= 3x5= 3x5= 3x6= 3x5= 4x6= 3x4= 1.5x4 SP= 3x6= 15-2-10 I 14-0-10 114.7-1� 1 20-11-12 1 14-0-10 7-0 7-0 5-9-7 Plate Offsets(X,Y)– 114:0-1-8,Edge),(15:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deli Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.38 28 >667 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.59 28 >427 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.08 22 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:105 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) 22=917/0-4-4 (min.0-1-8),34=917/0-3-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1681/0,3-4=-1681/0,4-5=-2973/0,5-6=-2973/0,6-7=-3886/0,7-8=-3886/0, 8-9=-4421/0,9-10=-4421/0,10-11=4572/0,11-12=-4572/0,12-13=4395/0, 13-14=-4395/0,14-15=-3852/0,15-16=-3266/0,16.17=-3266/0,17-18=-3266/0, 18-19=-1914/0,19-20=-1914/0 BOT CHORD 33-34=0/890,32-33=0/2372,31-32=0/3474,30-31=0/3474,29-30=0/4199,28-29=0/4540, 27-28=0/4507,26-27=0/3852,25-26=0/3852,24-25=0/3852,23-24=0/2668,22-23=0/1024 WEBS 14-26=-316/0,15-25=0/423,2-34=1246/0,2-33=0/1107,4-33=968/0,4-32=0/842, 6-32=702/0,6-30=0/576,8-30=438//0,8-29=0/312,13-27=-257/0,14-27=0/843, 20-22=-1342/0,20-23=0/1166,18-23=-989/0,18-24=0/784,16-24=25/257, 15-24=-1135/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to .. ,n0 P.R OFE be attached to walls at their outer ends or restrained by other means. <3AG,INE- `S`r/Q LOAD CASE(S) Standard ��?' �' R c 870 2PE 2-�1 -N >N 7. ^3.:OREG N (yam A� 0 .4/ 3ER �1 . S A. HERS EXPIRES:06/30/2015 October 22,2014 1 A WARNIM3-teedy design parameters and READ N37ES ON THIS AND IhCIDDED MI7EKREFEREN E PAGE PU7473 ren 1/29/2014 BED EUSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an Individual building component. ', Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of theiYliTek" • erector.Additional permanent bracing of the overall structure h the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery,erection and bracing,consult ANS1/17I1 Quality Criteria,051.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 it Southern pinetSP)lumber is specified,the design values are those effective 06/01(2013 byALSC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property I (Drawings not to scale) u or Personal In offsets are indicated. Damagej �' r��1111 Dimensions are in ft-in-sixteenths. liplo‘. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orx-bracing,is always required. See BCSI. TMIIIIFIEMIIIIIIIIMMENI 2. Truss bracing must be designed by an engineer.For 0./16 4 wide truss spacing,Individual lateral braces themselves may require bracing,or alternative Tor I p bracing should be considered. � � 3. Never exceed the design loading shown and never II ,,lifiliti ��� U U stack materials on inadequately braced trusses. a a 4. Provide copies of thiss truss design to the building For 4 x 2 orientation,locate O 16,C7-8cs 7 C5-6designer,erection supervisor,property owner and plates 0 'na'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unlessllture content .lumber not exceed 19%at timeof fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber Is a non-structural consideration and Is the 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER 3907,ESR 2362,ESR 1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that i� Indicated bysymbol shown and/or SYP represents values as published specified. s 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. ■ala reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. III,101::-.1 40 18.Use of green or treated lumber may pose unacceptable 1.--...m." 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. ®Teke BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, MANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013