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Plans 1 1. 'Ver ST)s6/CP - CJI )--C- mil RECEIVED MAY 16 2016 CITY OF TIGARD MiTek' BUILDING DIVISION MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14 121UP Fax 916/676-1909 _ 3D 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:R41832602 thru R41832612 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. �k.� Eo PRapes 87022PE 9 to - ,A� OREGON rye t>U 'YC,Q.6)1,1,,,„,..,,, AN 4:› S A. Her, 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 ANSI/TPI 1. • MIN MN MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL 14-121 UP Fax 916/676-1909 3D 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:R41832602 thru R41832612 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ONTO or* avwAs. � 44639 :rye IO= 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. • Job Truss Truss Type Qty Ply 3D R41832602 PL14-121_UP F01 Floor 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:54 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-cljDAkdT?Wq1 gR6Aiu2whgSrzALaeplNpCinHGIzOQRB I 2-6-0I 10-10-2 1 1 1-2-0 10-11-2 I Scale=1:32.8 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4 = 3x4= 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 T" : -.----- 17 16 15 14 13 12 1 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4= 12-6-2 I 11-4-2 18-9-12 b-7-02,0-7-0I 1114-2 Plate Offsets(X,Y): 16:0-1-8,Edpel,f7:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.29 15 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.79 Vert(TL) -0.46 15-16 >483 360 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:85 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=822/Mechanical,11=822/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ONIo TOP CHORD 2-3=-2976/0,3-4=2976/0,4-5=-3689/0,5-6=-3689/0,6-7=-3386/0,7-8=-2944/0,8-9=-2944/0 tylAl 142,0, BOT CHORD 16-17=0/1772,15-16=0/3588,14-15=0/3386,13-14=0/3386,12-13=0/3386,11-12=0/1775 cj ,G¢>?„ WEBS 2-17=-1913/0,2-16=0/1299,4-16=-660/0,4-15=-57/292,5-15=-281/0,6-15=-62/602,9-11=-1916/0,9-12=0/1262, C.t C(,1 7-12=756/0 /C-1" , NOTESry k 't t,4 1)Unbalanced floor live loads have been considered for this design. \" 2)Refer to girder(s)for truss to truss connections. TT 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 d 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 +�' � be attached to walls at their outer ends or restrained by other means. O 40I36T LOAD CASE(S) standard 4,,,\''' ;4 PRoFFGiPsi0. � ` c-tk k;9 %`0 87022PE 9 / 7 �j, OREGO fP Q4� �C �w$ER1� EXPIRES:06/30/2015 April 22,2014 S r;--. . r A .r Ye,:r des"n•.,.aaaxs+rsatr3lSE�.Lahfi�T�'SGs`r7ffl�e9.NlF .S.€�€OHIT€FC.�c€€_E RtPk�MEE MU7T3rev.3,'Z3/2ft1€&�'S�?lFUSE •��' Design valid for use only with 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 responsibillily of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �Y( fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QuaBty 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 IfSautnansr Pias(S,D)lumber is s necillld,meetas go.xratuas are .nM.-CV...DWI f2QT.3 by MSC Job Truss Truss Type Qty Ply 3D R41832603 PL14-121_UP F02 FLOOR 5 1 Job Reference(optional) Parc Lumber&Truss Co., Lake Oswego,Oregon7.510 s Jan 13 2014 MiTek Industries,Inc. Mon Apr 21 15:41:56 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-Z6Kw9JVF2RI0hQK40Ty9vtx128PkHIx6fOGOKAzOQR9 I 2-6-0 II 1-2-0 II1-6-0 II1-1-12 I I 2-5-8 II1-2-0 II 2-0-8 I I 1-4-0 I Scale= 1:37.5 1.5x3 II 1.5x3 II 1.5x3 II 3x6= 1.5x3 II 3x6 FP= 1.5x3 II 1 21 3 4 5 6 7 8 9 10 11 12 13 w e • e /_•\We \� c 23 22 21 20 19 18 17 16 115 14 1.5x3 II 3x5= 3x6 FP= 1.5x3 II 3x8 = 3x6= 12-7-4 11-5-4 12-0-41 17-4-12 I 21-5-12 I I 8-88--12 2 I 2-8-8-8 0 -7-00.7-01 4-9-8 4-1-0 Plate Offsets(X,Y): f4:0-1-S,Edge),f7:0-1-8,Edge1,(16:0-1-8,Edgel,(22:0-1-8,Edgel LOADING(psf) DEFL in loc I/defl Ud PLATES GRIP SPACING 1-7-3 CSI ( ) TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 22-23 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.09 22-23 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.01 15 n/a n/a Weight:99 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings Mechanical except Qt=length)19=0-7-0,15=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)14 �ONIQ Max Gray All reactions 250 lb or less at joint(s)14 except 23=366(LC 14),19=756(LC 3),15=752(LC 14) 44, ��s'jr FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ao Q WASt/tx- `A TOP CHORD 2-3=-700/0,3-4=-700/0,4-5=-304/27,5-6=-304/27,7-8=-468/0,8-9=-468/0, c -' -voO 9-10=0/571,10.11=0/571,11-12=0/566 lr • w r. : BOT CHORD 22-23=0/653,21-22=0/700,20-21=0/700,18-19=0/468,17-18=0/468,16-17=0/468, t 15-16=-22/297,14-15=-286/61 1 WEBS 6-19=-504/0,2-23=-705/0,4-20---540/0,7-19=-642/0,9-15=-821/0,12-14=-66/308, s 12-15=-457/0,6-20=0/535 16 .4' 49b39 c1 t NOTES \W 9 1)Unbalanced floor live loads have been considered for this design. CS 2)All plates are 3x4 MT20 unless otherwise indicated. AYS,r0A�� 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. P 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 O op be attached to walls at their outer ends or restrained by other means. C� ��tnit� i�/��9 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 4t' 870 2PE Uo . 5. iv 4 QREGO �. 41 7 i,6' Aersk Vs: EXPIRES:06/30/2015 April 22,2014 9 �� r ®W4RMItt6Veer design puanle8ss un:-i REAI11501ES OM ME AM I/R3.i4E0 MEEK REEEREf PAGE MI01473 rex 1125/208&£115135 f/SE IR 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 III ..:. 1s for lateral support of individual web members only:Additional temporary bracing to insure stability during construction 6 the responsibility of the ■d'Tel. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 7777 Greenback Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality C4Beria,DSB-89 and SCSI Building Component Safety Information )available Institute, Lee streetsAlexandria, 22314. Citrus He ghls.CA,95610 ata SP10 ies ed cr4iFsig !LMarreHume rezeiaw 120bL 1. Job Truss Truss Type Qty Ply 3D PL14-121_UP F03 Floor 5 1 R41832604 Pacific Lumber 8 Truss Co., Lake Oswego, Job Reference(ootional) Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:57 2014 Page 1 ID:SygD?CTciSFZSjSNcS1 ttIDzR3Xv-21uIMfVupIQFIZvHZATOR4TWSYngOmzFug?xtdzOQRB 2 I I 120 II 2-0-8 1 zoo I I 1-4-4 1 mil Scale=1:22.2 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 3x4= 1.5x3 II 1 2 ® 3 4 5 6 7 Y ' e � ® _ 0 I — — N I — N 4. --/- 1:1' 1� 11 10 8 3x4= 1.5x3 II 3x4= 3x8= 3x4= 3-11-12 I 2-8-4 1 3-3-4 13-103 I I 8-7-12 agy 12-9-0 2-8-4 0-7-0 0-7-0 0-'t-k 4-8-0 0- 3-11-12 I Plate Offsets(X,Y): 12:0-1-8,Edpe1,110:0-1-8,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:58 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:8-9. REACTIONS (Ib/size) 12=317/0.2-8 (min.0-1-8),8=55/Mechanical,9=738/0-5-8 (min.0-1-8) Max Uplift8=-66(LC 3) Max Gray 12=321(LC 3),8=143(LC 7),9=753(LC 8) y'ON1O FORCES (Ib)-Max.Comp./Max,Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 (3� O� BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 iWEBS 2-12=-610/0,4 9=-841/0,6 8=-123/255,6 9=444/0 '_ `A9t try 40 NOTES i►ftq 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. �(! � TEVLP- 4)Provide mechanical connection(by others)of truss to bearing plate capable of.withstanding 100 lb uplift at joint(s)8. � t5 ' 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 `9I0 NAL � be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard `1\C 6'61 P R p fess 'c.4GINFFA 1• ` 87022PE r- cv y "0j, OREG.N (1, WI. '' �' $ER -0 asA. HERNA EXPIRES:06130/2015 4 April 22,2014 f FEAFNMS.Ve lyde_==4ta pram yrs aAd Z1,6 TES ON MIS AM I CLIZED 3di7E!€FiEFERMap ma 7473 Mk,I1251201:1B AF'' IISE .r Design valid for use only with Mick connectors.This design a based only upon parameters shown,and is for an individual building component.' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MI• Tek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 If Sexet tern Pine(SP)turehee is specified.the design vetoes are Those ettortiae 06/CtI f2Q13 hyAISC R Job Truss Truss Type Qty Ply 30 R41832605 PL14-121_UP F04 FLOOR 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:41:58 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 tt1DzR3Xy-VWSga?VVWa3Y6wjUT7u_d_IOi3y711Em06KIUP3zOOR7 1-9-0 I I 1-6-4 I I 2-4-12 I I 1-2-0 I I 1-4-4 I 1-3-0 I Scale=1:21.0 1.5x3 I I 3x4 = 1.5x3 II 3x6= 3x4= 1.5x3 11 3x4= 1.5x3 II I 5 6 7 8 1 2 3 4 o I — .,; N — ee o 0 14 13 4100 11 10 9 3x4= 3x5= 3x6= 1.5x3 11 3x4= 3x4= 5-2-0 I 12-0-12 I 62 0 6-10-12 Plate Offsets(X,Y): (5:0-1-8.Edfie1.110:0-1-8,Edee) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.01 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.02 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 9 n/a n/a Weight:57 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:12-13. REACTIONS (lb/size) 14=200/Mechanical,12=588/0-5-8 (min.0-1-8),9=262/Mechanical Max Gray 14=234(LC 8),12=588(LC 1),9=268(LC 4) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'TONTO N, TOP CHORD 2-3=-285/20,3-4=-285/20,5-6=390/0,6-7=-390/0 � �-p wase BOT CHORD 13-14=0/285,11-12=0/390,10-11=0/390,9-10=0/275 �Rj ,0 d WEBS 4-12=-387/0,2-14=-328/0,5-12=-541/0,4-13=0/368,7-9=-351/0 4 1 .-. ) NOTES 1)Unbalanced floor live loads have been considered for this design. Iliv 2)Refer to girder(s)for truss to truss connections. rd i 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 49b39 4,,:" 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 t0 *4, be attached to walls at their outer ends or restrained by other means. �} 5)CAUTION,Do not erect truss backwards. ''9.10NAL'' LOAD CASE(S) Standard 4��%• PROF,. s w ccNGIN F;9 A. 87022PE r' y0r Aj,OREG•N O ti ©SA. NE P EXPIRES:06/30/2015 April 22,2014 B is AWARNT1/3-Vertlyttesign pram Mrs and READ AMIE ON THIS AND MIMED MIRK REFERENCE MGE HET 7477 m v..VS/2CM WORE USE �" Design valid for use only with Wel,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 o the responsibility of the IY1'��. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Lane,Sure 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quarry Weft,DSS-89 and SCSI Burling Component 777777s Greenbackea,CL ne,Suite Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. H Sasrcham PirmaiSin haxitaarisspuci€ied.thetfesfgn*refuel ae.tfaase ethactive 06/01.0013 byA SC a Job Truss Truss Type Qty Ply 3D PL14-121_UP F05 FLOOR 4 1 R41832606 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:59 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-_h02nLX8KMgzyt3fhbVsXVZoIMMDUehYL_U2xVzOQR6 I 2-3-12 1 1 1-2-0 1 1 1-0-0 1 2-6-0 I Scale=1:21.9 1.5x3 11 3x4= 1.5x3 11 3x4= 1.5x3 II 1 3x4= 1.5x3 II 2 3 ° 4 5 6 7 e _zr— N o e —y 11111 O 12 11 10 9 3x4= 1.5x3 II 3x4= 6 3x6= 3x4= I 12-7-4 12-7-4 I Plate Offsets(X,Y): f2:0-1-8,Edgel,(10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.14 9-10 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.21 9-10 >707 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 56 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=549/Mechanical,8=549/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1204/0,3-4=1204/0,45=1646/0,5-6=-1646/0 0 1NTt3 BOT CHORD 11-12=0/1204,10-11=0/1204,9-10=0/1560,8-9=0/1109 WEBS 3-10=0/263,2-12=-1310/0,6-8=-1198/0,6-9=0/579,4-10=-545/0 t) �WAsty NOTESe(fi� + C''t rL0 1)Unbalanced floor live loads have been considered for this design. A«:; 2)Refer to girder(s)for truss to truss connections. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/FPI 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 � � be attached to walls at their outer ends or restrained by other means. •�r 49639 { + LOAD CASE(S) Standard 0 � 43 IONALt NFU �ti4 c,O P R V!et <t, �NGlNEk Jib 87022PE / N �y Ic‘' OREGO (1'5) ttr A. He, �A EXPIRES:0613012015 April 22,2014 AMOM'Ver)des n,"acme tErsan9READ 907ESGYTHIS AND I,tiGLUSEDAMU REFERENCE MT 7473 mg.,1/25/20J4 BECAME Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicabilty of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shownis 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 MIrek' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Tell Quality Crferia,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 It Southern Fine(SP1Iumber ism:te/Rep,the design vaiaxee areMose e€factive 09/Oif2Q1.31sy.ALtrc 1 IJob Truss Truss Type Qty Ply 3D R41832607 II` F07 Floor 6 1 PL14-121_UP Job Reference(9Dtinnall 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:42:00 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon - - - ID:SygD7CTgSFZSjSNcSIttIDzR3Xv-StaR7hYm5gog91esFJ053j51emmFD7ehaeEbTxzOQRS 1-3-4 1-6-0 1 1 2-5-8 1 1 1-2-0 1 1 1-11-0 I I 2-6-0 1 1-9-8 11 1-2-0 111 Scale=1:25.7 • 1.5x3 I 1.5x3 II 1.5x3 II 1.5x3 II 7 8 9 1 2 3 4 5 °® '® ®° • " 41411.1111111111111111111114114111416- ``` vN e b e ° g ° ° // 16 15 14 F/ 12 11 3x8= 1.5x3 II 1.5x3 II 51-8 5-8-8 8-8-12 I 11-5-4 112-0-4112-7-4 1 14-9-4 I I a 6-a 4-6-8 10-7-0 10-7-0 I 3-0-4 2-8-8 0-7-0 0-7-0 2-2-0 Plate Offsets(X Y): 17:0-1-8,Edael.18:0-1-8,Edgel,114:0-1-8,EdQeL[15.0-1-8 Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 15-16 >999 480 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.09 15-16 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.01 10 n/a n/a Weight 67 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 DF No (flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std(flat) REACTIONS (lb/size) 16=357/Mechanical,13=706/0-3-8 (min.0-1-8),10=225/0-2-4 (min.0-1-8) Max Gray 16=375(LC 10),13=706(LC 1),10=240(LC 7) 0,1 ONTO FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 047 ciVWS. {i TOP CHORD 2-3=-740/0,3-4=-740/0,4-5=-740/0,7-8=-324/0 BOT CHORD 15-16=0/675,14-15=0/740,13-14=0/449,12-13=0/324,11-12=0/324,10-11=0/324 '�j ...1'0, .. WEBS 2-16=-729/0,5 13=-594/0,5-14=0/446,7-13=-499/0,8-10=-364/0 T-tRik Q - uy iCii NOTES ly 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. � . 3)Refer to girder(s)for truss to truss connections. h 49639 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 `r�ON1 ;-+ ' � be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard _'�'� PR OFFS ,���NGINEE;s, , 4 87022PE r" N - -0 OREG N ti? z �,,pCt0 ER 4''�\-. A. N EXPIRES:06/30/2015 April 22,2014 .r 1 ®Pf,8kN1'hra-Yerif deaiTa pa:atlemrs acrd READ f�d£S ON TNfSAA�£t�f[tom€Q MITER REFERENCE PAGE MI7473 rnr,i;Z5J21€Id A�O.�ter 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 1111 is for lateral support of individual web members only.Additional temporary bracing to insure stabiMiTek* rity during construction n the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Lane,Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 77777s Greenbackea, L ne,Suite Safely information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. if 5aurhern Pine OA lumbef is specified,Nue design;tritium are tires retractive t /oafmss tryAtSC f Job Truss Truss Type Qty Ply 3D PL14-121_UP F08 Floor 2 1 841832608 Pacific Lumber 8 Truss Co., Lake Oswego,Oregon Job Reference(optional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:42:01 2014 Page 1 ID:SygD?CTgSFZSjSNcSIttIDzR3Xv-w48pCOYOs_whnBD2o0YKcwe9A9z3yTvrplz900zOQR4 1 2-6-0 I 1 1-0-10 11 1-2-0 1 1 0-11-2 1 Scale=1:33.2 1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 1 2 3 4 3x6 = 1.5x3 II 5 ae 78 9 10 a o #00............ i44444444444044, e A.4.4444,4440.0444.4 N o e O ` r 1 16 15 14 13 12 �1'f 3x4= 3x8= 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4= 11-6-10 12-8-10 tP-t07-010107-0 I 19-04 11-6-10 6310 I Plate Offsets(X,Y): f6:0-1-8,Edge),17:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/defl lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >738 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >469 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:86 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 (Ib/size) 17=831/0-2-8 (min.0-1-8),11=831/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 44, TOP CHORD 2-3=-3020/0,3-4=-3020/0,4-5=-3781/0,5-6=-3781/0,6-7=-3451/0,7-8=-2988/0,8-9=-2988/0yQ1Ic� BOT CHORD 16-17=0/1795,15-16=0/3655,14-15=0/3451,13-14=0/3451,12-13=0/3451,11-12=0/1798 d% Cif w� 4-. WEBS 2 17=-1937/0,2-16=0/1323,4-16=-685/0,4-15=-28/296,5-15=-266/0,6-15=-69/599,9-11=-1940/0,9-12=0/1285, 7-12=-786/0 {J 'ff 0NOTESta 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)17. yr 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 ' X97 be attached to walls at their outer ends or restrained by other means. \,\ IT ' LOAD CASE(S) Standard ��av) PROPFs N„ �1JGIN 9 ( 4+4 8702PE fir" / 7 .-0) 9Z OREGO © ' 0 'EB 1\ 0s A. He EXPIRES:06/30/2015 April 22,2014 A W4SNTC-Wr;t0desi a paame ers a;rd READ tsO FSS ON THIS AM MIMED MIMICREFERE,Pa PAGE M11-1473 mu i/25/2010BEM USE —_ r Design valid for use only with MiTek connectors.Tho design s based only upon parameters shown,and s for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 1111 • 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 MITe ie fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI BuBding Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 ifSeurtisern Pine lsf5lumfreec is c i,the design.:values we 1114152 ef$e>rtf,re 06/01,0111.3 Ac • t Job Truss Truss Type Qty Ply 3D R41832609 PL14-121_UP F09 Floor 3 1 Job Reference(ootional) 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:42:02 2014 Page 1 Pacific Lumber&Truss Co., Lake Oswego,Oregon ID:SygD?CRISFZSjSNcSIttIDzR3Xv-OGiBQMZOdH2YPLnEMj3Z88BKvZJHhwB_1yjYgzOQR3 I 2-6-0 1 1 1-0-14 II 1-2-0 110-11-2 1 Scale=1:33.2 N1.5x3 II 3x6 = 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6= 1.5x3 II 5 6 7 8 9 10 1 2 3 4 • • o • N o e O / e/ 1 16 15 14 13 12 1 3x4= 3x8 = 3x6= 1.5x3 II 1.5x3 II 3x8= 3x4= 12-8-14 I 19 19-0-8 11-6-1411-6-14 r0- 0�0-7-01 6-3-10 Plate Offsets(X,Y): 16:0-1-8,Edgel.17:0-1-8,Edi3el LOADING(psf) SPACING 1-7-3 CSI DEFL in (Inc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.43 Vert(LL) -0.31 15 >735 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.80 Vert(TL) -0.48 15-16 >468 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.07 11 n/a n/a Weight:86 lb FT=0%F,0%EBCDL 5.0 Code IBC20121TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=832/0-2-12 (min.0-1-8),11=832/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y/ONTO TOP CHORD 2-3=-3025/0,3-4=-3025/0,4-5=-3791/0,5-6=-3791/0,6-7=-3457/0,7-8=-2992/0,8-9=-2992/0 BOT CHORD 16-17=0/1797,15-16=0/3661,1415=0/3457,13-14=0/3457,12-13=0/3457,11-12=0/1800 Q 01 w' exatih. ,v WEBS 2-17=-1940/0,2-16=0/1326,416=-687/0,4-15=-25/297,5-15=-265/0,6-15=-69/600,9-11=-1943/0,9-12=0/1287, �t ., ' gitt^r 144 7-12=-789/0 ' k�., Q= tto NOTES i 1)Unbalanced floor live loads have been considered for this designs 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. '',613 d 4� 3gs truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. SiGt� 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 QQ GIST�Gy,y�' be attached to walls at their outer ends or restrained by other means. 4S�3NAL LOAD CASE(S) Standard �.<'' ,p P R Opps Q 870 2PE 1-- 0 N NI y � OREG N (1Q1';'.O ©s 4. Neo EXPIRES:06/30/2015 April 22,2014 a — / ®15411,81743.Ver ip dedilu parameorrs aid READ WITS OHMS 4M(, 2 Ei21411 Y REFERENCE mu 7477'7473 reg.1/25/2814 26E((SE MIT Design yard for use only with MiTek connectors.The 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 iYl�1e� 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 lane,Suite 109 fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/TPI1 Quaiiiy Criteria,008-89 and BCSI Building Component 777777s Greenbackea, LCA,ne,Su Safely lnlormoton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. If Southern Pirie('sal Lumber is specified,the tesSge values are these rOrfective 66/64t22l.3 byALhC Job Truss Truss Type Qty Ply 3D PL14-121_UP F10 Floor 5 1 R41832610 Pacific Lumber&Truss Co., Lake Oswego,Oregon Job Reference otiona0 7.510 s Jan 13 2014 MITek Industries,Inc.Mon Apr 21 15:42:03 2014 Page 1 ID:SygD7CTgSFZSjSNcS1 ttIDzR3Xv-sSFZdiaeObAPOUMQwRaohLjY2zoGQPi8GcSF4GzOQR2 1-2-4 I I 1-2-12 1 2-6-0 I 1 1-2-0 1 1 1-3-0 1 1-60 Scale=1:21.2 1.5x3 I I 3x6= 3x5= 1.5x3 11 3x4= 1.5x3 11 3x4 = 1.5x3 I I 1 2 3 4 5 6 7 8 ® e o . 14 J\ 12 11 10 .0* 3x4= 3x6= 3x6= 1.5x3 11 3x4= 3x4= 1 1-5-4 1 8-0-8 1 8-7-8 1 9-2-8 1 12-2-8 1-5-4 6-7-4 0-7-0 0-7-0 3-0-0 Plate Offsets(X,Y): f5:0-1-8,Edgej,f10:0-1-8,Edge) LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.05 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.24 Vert(TL) -0.07 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:58 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 6-0-0 oc bracing. REACTIONS (lb/size) 14=-585/Mechanical,13=1259/0-5-8 (min.0-1-8),9=388/0-3-4 (min.0-1-8) Max Uplift14=-628(LC 4) Max Gray 13=1259(LC 1),9=388(LC 4) oliONIO FORCES (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. �0� TOP CHORD 2-3=0/824,3-4=-647/0,4-5=-647/0,5-6=-791/0,6-7=-791/0 F� BOT CHORD 13-14=-824/0,11-12=0/791,10-11=0/791,9-10=0/494 ++ Y !%,R Q..0& WEBS 2-13=-738/0,2-14=0/1034,3-12=0/892,3-13=-815/0,7-9=-594/0,7-10=0/389 k 0> , NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. a 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding100 lb uplift at hints except t=Ib 14=628. +' 49639 x.` P 1 ( ) P N- ) (j 1 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. ( isl-s 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. ATG 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ��R' rj PRQFFS w�\0 *,c1— NFk�,% 17 87022PE r" / y -5, OREGO tip z �00&ERS' A_ HER EXPIRES:06/30/2015 April 22,2014 imam-u t e:;7plicsign raraalerx sod READ WITS ON TWEAK;<"rCUPZEO NITE?f fiEF?:kFtrCE PAGE MIT 7473;gym 1125/201$DET.RE .mm. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicabirrly 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 �L�B erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crleda,DSB-89 and BCS1 Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 if Southern pine(SD)lumhot is specified,thevalues ions ace.,those effective 05/#16/2013 tsyALSC Z Job Truss Truss Type Qty Ply 3D R41832611 PL14-121_UP F11 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:42:04 2014 Page 1 ID:SygD?CTgSFZSjSNcSIttIDzR3Xv-Kepxg2bH9v1GeexdU651 EZGjhNAJ9xiHVGCpcjzOQR1 2-5-4 1 1 1-2-0 1 1 2-0.8 1 2-6-0 1 1 1-5-0 1 Scale=1:22.3 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 3x4= 1.5x3 II 1 2 3 4 ® 6 7 • e N o I N - • 7 1Z, 11 10 PIM 3x4= 1.5x3 I I 3x4= 3x8= 3x4= 3-11-12 I }3-4 }104 8-7-12 8�{l 17-9-12 1 2-8-4 4-&0 y-k 4-0-8 2-8-4 I o-7-0 0.7-0 0 0- Plate Offsets(X,Y): 12:0-1-8.Edgel,110:0-1-8,Edae1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.22 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.05 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a Weight:58 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 6-0-0 oc bracing:8-9. REACTIONS (lb/size) 12=317/0-2-8 (min.0-1-8),8=60/0-2-12 (min.0-1-8),9=739/0-5-8 (min.0-1-8) Max Uplift8=-64(LC 3) Max Gray 12=321(LC 3),8=146(LC 7),9=754(LC 8) 050N10. 4Pelr FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. fl�V�ASJ�> TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 C.., s-i, V` i IC,��1a, BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 , w Q VS 2-12=-610/0,4-9=-841/0,6-9=-452/0 ta R• NOTES 1)Unbalanced floor live loads have been considered for this design. t 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. .,e4,0419:1/1L9....."11:9 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. 0 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. cy 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 'S10NAL be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. C LOAD CASE(S) Standard ,c1/40PROFE �'� NGlNEFR `!.v.o. 870 2PE (-- 0 N 'y am-tj,OREG N 45)Au C� '�t3ER i' CJS A He�� EXPIRES:06/30/2015 April 22,2014 4 —" A ifARNTit/aAka,des/o raame8rs and R€AZl AWES GM MIS nicu t:ES HZ7€K REFEREE/ PAGE Ha7473 sea.1,125/201$BEMUSE Design valid for use only with MiTek connectors.Tha design is based only upon parameters shown,and a for an individual building component. Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Bracing shown lall is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Suite 109 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crilerla,DSB-89 and BCSI Building Component 777776 Greenbackea, Lane,CA95610S Safety Information R'laalleof0Pol available from Truss ss attheInstitute, 781 kuc mel.sea t.Suite 3vc12o6cg Alexandria,xyAttC 4. I Job Truss Truss Type Qty Ply 3D PL14-121_UP F12 Floor - 841632812 1 1 Pacific Lumber 8 Truss Co., Lake Oswego, Job Reference(optional) Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:42:05 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-prNK2OcvwCQ6GoWp1 scGmmpuonTQuNNQkwnM99zoQR0 1 2-6-0 1 1-9-8 11 1-2-0 I I 1.3-4 1 1-6-0 1 Scale=1:16.5 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 6 e s —.- 0 N � e e \ P 3x4 e- 10 9 8e3x4= (l = /�/\ 354= 3x4 = I 4-6-8 I 5-1-8 I 5-8-8 1 8.8-12 I 4-6-8 0-7-0 0-7-0 3-0-4 Plate Offsets(X,V): r8:0-1-8,Edgel.(9:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.20 Vert(TL) -0.09 9-10 >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=378/Mechanical,7=378/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-,All forces 250(Ib)or less except when shown. �yzONto 14, TOP CHORD 23=-757/0,3 4=-757/0 4 5=-757/0 BOT CHORD 9-10=0/684,8-9=0/757,7-8=0/476a WEBS 2-10=-738/0,5-7=-572/0,5-8=0/382 C7 (:).V.Vd1► jJ0 '7� NOTES i :'fi k k., Ox t 1)Unbalanced floor live loads have been considered for this design. - N 2)Refer to girder(s)for truss to truss connections. J 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. vc) 4 10 , 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 ' � � SW .0v be attached to walls at their outer ends or restrained by other means. I, .e' LOAD CASE(S) Standard ,,�,tEt3 PRop on 870 I.N2PE w(21-17(' to cv y '4j, OREG N rP LUQ 0 �fti$ER .� A. He?, EXPIRES:06!3012015 April 22,2014 II AI wAvirms..yew design parameters 3Ad READ DOTES OWN THIS AND 1M3Lif.ER MITER RERRENCE AAE 571.1473 pea 1//25/2kait 31TEWE poilm Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/T911 Qualtiy Criteria,DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,95610 if Sat ham pirae$SP)iarehaf is specified,thwdasigeexvktes are Theueeeectiuegefe3/2o13 Mr ALSO s Symbols Numbering System ,A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/4 Center late on oint unless x,y 6-4-8 4 8 dimensions shown in ft-in-sixteenths p 1 I (Drawings not to scale) Damage or Personal Injury offsets are indicated. Dimensions are in ft-in-sixteenths. .� Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS ct-z c2 s 21. Truss bracing must be designed by an engineer.For 1 „ wide truss spacing,individual lateral braces themselves 0'/16 4 may require bracing,or alternative Tor I i o bracing should be considered. O 3. Never exceed the design loading shown and never _� � U stack materials on inadequatey braced trusses. a 4. Provide copies of this truss design to the building c•7 cbd designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-'nay from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE j int a nds mbegula ed by ANS%TPI j e at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT The environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressy noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4tWidth measured perpendicular ESR 1311,ESR-1352,ESRI988 responsibility of trufabricaGeneral practice is to o slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead loadss deflecttorion. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that • SYP represents values as published specified. Indicated by symbol shown and/or by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ff.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 ilhi (jk reactionsupports) occur. section Iconsindicatesjvaryoint but ©2012 MiTek®All Rights Reserved approval of an engineer. 17.Install and load vertically unless indicated otherwise. numwhere be Min sizeber ShOWn IS for crushing aringsoccur.Only. 18.Use of green or treated lumber may pose unacceptable E4 environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 1111 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. isnot sufficient. DSB-89: Design Standard for Bracing. a ° 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, 1 e ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013