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Plans (167) �" crt - jos mom Sek‘ycm\o„ MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-119_UP Fax 916/676-1909 3B 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:R41832580 thru R41832590 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. ��Rcj PROPe- 4; �NGINF�c rpt 870 2PE cn �41j; OREGON tfs o <(' $ER 4� �© '" A. I4 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. ...... lot MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-119_UP Fax 916/676-1909 3B 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:R41832580 thru R41832590 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. O'ONIo 74!vA �0%Dov.WAS E y- R.AZ' 1 it:41 4w vd 44, 49639 ' 0��' ��IST'tJg;� g. ' 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 38 R41832580 PL14-119 UP F01 Floor 17 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:04 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-56BGEXseHTkmRQM5zY0yovnQnBWxSh?SixgeVBzOQRz I 2-6-0 Io-��1 1-2-0 10�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 g 10 H 0.00 likke e/I ee\e1.‘!' e e ^- o 0 17 16 15 14 13 12 1 3x4 = 3x8= 3x6= 1.5x3 II 1.5x3 I I 3x8= 3x4 = 12-6-2 I 11-4-2 if-11-2 1 18-9-12 11-4-2 7-0 0-7-0 6-3-10 I Plate Offsets(X,Y): 16:0-1.8,Edael,17:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.29 15 >767 480 MT20 220/195 TCOL 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(lb)or less except when shown, poNIO 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 h 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� � `' 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, 7-12=756/0 �^ �• fry d NOTES lti (J�Jc, r",; a� L17 n N 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. fir 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIITP1 1 .d� 49639 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 QA b , be attached to walls at their outer ends or restrained by other means. N.V LOAD CASE(S) Standard `rIONA V' R �� 0 PR preys ,,� . G1NE , /0 870 2PE 2-7 7 -0), OREGO 1,w0' 'PO 13ER -0 A. Heck EXPIRES:06/30/2015 April 22,2014 i r ®imam-Vertydes!ynparametersand READ SITES C//THIS ANT 1/DI/TET KSEFTT(EfKE IYISE MIB 7473pet,t/29/2k&6WORE IISE Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component. �- Applicabitty 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,delivery,erection and bracing,consult ANSI/TP11 Qualfy 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. Carus Heights,CA,95610 lt-Seuttlenn Pirie(Wi kWIber is paras ed,ttxdesigrr values are these elective t:X/01,401:3 by.MSC Job Truss Truss Type Qty Ply 3B R41832581 PL14-119_UP F02 FLOOR 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon - - 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:06 2014 Page 1 _ ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-1UJOfDuup4_UhkVT4z2QtKspB?LTZhZ19E9kZ4zOQRx I 2-6-0 1 1-9-8 11 1-2-0 II 1-6-0 111-1-12 11 2-5-8 1112A—II 2-0-8 1 I 1-4-0 1 Scale=1:37.5 1.5x3 II 1.5x3 II 1.5x3 I I 3x6= 1.5x3 I I 3x6 FP= 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 11 12 13 ° ° e e e******%, - iNiii -' ,-----.------,..._H o 0 N er ,. }2�S m d °- "e 23 22 21 20 19 18 17 16 15 14 1.5x3 II 3x5= 3x6 FP= 1.5x3 I I 3x8= 3x6 = 12-7-4 I 8-8-1211-5-4 17-4-12 I 21-5-17 I 8-8-12 I 2-8-8 b-7-06�µI-7-0 I 4-9-8 4-1-0 Plate Offsets(X,Y): 14:0-1-8,Edael.17:0-1-8,Edcie1,116:0-1 8,Edgel,122:0-1-8,Ednel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl lid PLATES GRIP 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!nor YES WB 0.27 Horz(TL) 0.01 15 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:99 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 All bearings Mechanical except(jt=length)19=0-5-8,15=0-5-8. (lb)- Max Uplift All uplift 100 lb or less at joint(s)14 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) y'tONIO r,_ FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. C� pF wZ 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, CJ ;,‹. Cry 9-10=0/571,10-11=0/571,11-12=0/566 /� k Q 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, 1, tr5 15-16=-22/297,14-15=-286/61 t '. WEBS 6-19=504/0,2-23=-705/0,4-20=-540/0,6-20=0/535,7-19=-642/0,9-15=821/0, T 12-14=-66/308,12-15=-457/0 /'d r NOTES 49639 ;V� 1)Unbalanced floor live loads have been considered for this design. ' '' �5 2)All plates are 3x4 MT20 unless otherwise indicated. SIOj�TAL � 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 ANSUTPI 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(} PR op. be attached to notwalls at their outer war or restrained by other means. ,\ &NG j,NE�9 sZ 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard Kt 87022Pf s' „ i '-ti y "Oj;.OR GON q, 0 4BER '4'', & H,90. EXPIRES:06/30/2015 April 22,2014 t ®I9A.WNFf i-Verify design parasmrrs3ndREAL,NOTES Gt/HOA MCLUDEDNS75KREFE NCE PAGE!ff}.7473ter.i129/014B706EI/S 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 ■ -���" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding tYl fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/1911 Quay Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety fit Southern Pine lumbertoapasfed,thedieste.a�1ues aree effective /G3f2G13 by MSC 22314. Citrus Heights.CA.95610 Job Truss Truss Type Qty Ply 3B R41832582 PL14-119 UP F03 Floor 5 1 Job Reference(ootional) Pacific Lumber&Truss Co„ Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:07 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-VhtOtZvWa06LIu4gegafQXPz40jz19buOuu16WzOQRw I 2-5-4 1 1 1-2-0 1 1 2-0-8 I 2-6-0 1 1 1-4-4 I Scale=1:22.2 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 II 3x4= 1.5x3 II 1 23 4 5 6 7 • • Y o . e — .7— • a o �� 1 K 11 10 9 g 3x4= 1.5x3 I I 3x4= 3x8= 3x4= 3-11-12 I 2-8-4 13-3-4 13-101 I 8-7-19 8�$ 12-9-0 1 2-8-4 0-7-0 0-7-0 0-'i$ 4-0-0 0-'1-b 3-11-12 Plate Offsets(X,Y): 12:0-1-8,Edgel,H0:0-1-8,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl 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 Inca' 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 (lb/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) IONIO FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. o' W SFj TOP CHORD 2-3=-565/0,3-4=-565/0,4-5=0/538,5-6=0/533 y BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 rk ` . 0''‘ +,' `) t) WEBS 2-12=610/0,4-9=841/0,6-8=123/255,6-9=-444/0 «:: 1, til NOTES 1)Unbalanced floor live loads have been considered for this design. ?� 2)Refer to girder(s)for truss to truss connections. .d 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. ¢g 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. �� GISr ' 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSIfTPI 1. S",QIYt1 -0 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. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ' ',,to PRoFF- `5NGiNF'F� /a w ' `� 8 • 2PE { 7,,-5, REGO.; Z/k EXPIRES:06/30/2015 April 22,2014 4 mil.....,» A r 99A.fcN 4-Verity*lip paramemrs sod READ N^113 W M'S 3MMO Mira REFERS PAGE MI 7473 rer.I,/I9/2014�'LSESE 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/TPI1 Quaily Criteria,DSI-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 ISP)lumber is sari£ ,the design vaiues ate those effective L#3!4T8.4 byAtSC ighls,CA,95610 Job Truss Truss Type Qty Ply 38 R41832583 PL14-119_UP F04 FLOOR 3 1 Job Reference(optionall Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:08 2014 Page 1' ID:SygD?CTgSFZSjSNcS1 ttWDzR3Xv-ztRn4vv8LhFCw1 f5COSuytx86o2X1 cal dYereyzOQRv I 2-6-0 I 0.8-4 I I 1-2-12 1 1 1'6.0 I I 1-2-0 I I 1-4-4 I 1-3-0 I Scale=1:18.3 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 3x6= 4 5 6 7 8 • o \:= o e _ c N ,! • e e 14 12 11 10 3x4= 9 3x5= 1.5x3 II 3x4= 3x6= 3x4= 3-2-8 I 10-6-12 I I 3-2-8 7-4-4 Plate Offsets(X,Y): 15:0-1-8,Edael,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 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 0.24 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:51 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 puffins, 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) 13=559/0-5-8 (min.0-1-8),14=81/Mechanical,9=278/Mechanical Max Uplift14=19(LC 4) Max Gray 13=559(LC 1),14=131(LC 8),9=282(LC 4) '�ONIO hi' FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. cit OV WAS TOP CHORD 2-3=0/260,5-6=429/0,6-7=-429/0 �C4 It 0 ,i,BOT CHORD 12-13=260/0,11-12=0/429,10-11=0/429,9-10=0/291 /w' ' 4 WEBS 3-13=330/0,2-13=306/0,5-12=-286/0,3-12=0/470,7-9=-372/0 k 1, N NOTES 1)Unbalanced floor live loads have been considered for this design. d r r 2)Refer to girder(s)for truss to truss connections. 11 ,41, 49639,.;) kr 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14. (?yiT sY I 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4'41 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''IOT1AG be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard `K(C' s` PROF `.. 87022P, 1" y SAT OR GON tid 4 -Y0 `�,4BER -0 Q� t9 A. H'�¢k EXPIRES:06/3012015 April 22,2014 t t AGTAkNIM -'der'prdcsiynparameoarss:§3READ1ICTESONTHISANTIMCLUTEI)MTEEKREFERENCE ACMIT 7473 roet,23/2AtdBEM USE 14111Design valid for use only with MTek connectors.Thu 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 SIT@�C.' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.defvery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI landing Component 7777 Greenback Lane,Suite 100 Safety I Southern eiSPJ lumber ts �� Institute,ednaalu N.Lee there h Street,SuiteecOG/OS/ 3 by AISC 22314. Citrus Heights,CA,95610 , Job Truss Truss Type Qty Ply 36 PL14-119_UP F05 FLOOR 4 1 841832584 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc:Mon Apr 21 15:41:08 2014 Page 1 ID:SygD?CTriSFZSjSNcS1 ttIDzR3Xv-ztRn4w8LhFCwlfsCO5uylx4doyH1 a31 dYereyzOQRv I 2-3-12 1 1 1-2-0 1 1 1-0-0 1 2-6-0 Scale=1:21.9 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 e :e/1/7-L-------'- ------.------------ w —b 0 12 11 10 9 8 3x4= 1.5x3 I I 3x4= 3x6= 3x4= I 12-7-4 12-7-4 I Plate Offsets(X,Y): f2:0-1-8,Edgel,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.14 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.21 9-10 >707 360 BCLL 0.0 Rep Stress Ina' YES WB 0.34 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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. I 10 TOP CHORD 2-3= 4 1204/0,3 =1204/0,4-5=-1646/0,5-6=-1646/0 T 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 NOTES i' 't" 'IL1� � 0 1)Unbalanced floor live loads have been considered for this design. _ / (.} 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/-PI 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 'a„ 49639 be attached to walls at their outer ends or restrained by other means. 9iOf LOAD CASE(S) StandardAkSr4NAL 0 4‘\...,90 cO P R OFer, ,`5 OGINEA .,9. /0 44 87022PE r•y 0-0j, OREG N ti, 1U CI $ER A� �,� SA HERN EXPIRES:06/30/2015 April 22,2014 4 Ai k9AkMt4,-Yer,'fydesign;aiaa eersandREAD NOTES OftTHIS AND MIXED Mirk REFE#€Ftrt PAGE HIT 7473fel0512014BETRfIZE 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 Inas 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 MITe'C' fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 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,Alexandria,VA 22314. Carus Heights,CA,95610 ifSautfnern Pin.(SPJ lumtsaa is apecifta4 Me design agues are dune&Wmtive ISG/01 f2t11.3 byALSC 9 Job Truss Truss Type Qty Ply 38 R41832585 PL14-119_UP F07 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 15:41:10 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttlDzR3Xv-wGZXVaXPtJVw9LpFJp7M1 Al UfcjZVXGK4s7yirzOQRt 1 2-6-0 1 0-9-8 1 1 1-2-0 I I 0-9-4 I 2-0-0 1 1 2-5-8 I I 1-2-0 I I 1-11-0 1 Scale:1/2"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 • • • C a -e- a o N \ s/ r _e' _ e e e 4 """e FFF e e e 16 15 14 k 12 11 3x8= 1.5x3 II 1.5x3 II 1 3-6-8 1 4-1-8 1 4-8-8 1 7-8-12 1 10-5-4 111-0-4 111-7-4 1 13-9-4 1 3-6-8 0-7-0 0-7-0 3-0-4 2-8-8 0-7-0 0-7-0 2-2-0 Plate Offsets(XV): 17:0-1-8,Edoel,18:0-1-8,Edgel,114:0-1-,Edge).115:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.02 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.13 Vert(TL) -0.04 15-16 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.16 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:64 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) 16=307/Mechanical,13=670/0-3-8 (min.0-1-8),10=223/0-2-4 (min.0-1-8) Max Gray 16=328(LC 10),13=672(LC 9),10=236(LC 4) y1oNiO k FORCES (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. fit(+, TOP CHORD 2-3=570/0,3-4=-570/0,4-5=-570/0,7-8=-314/0 Q p WAsXL. `4� BOT CHORD 15-16=0/567,1415=0/570,13-14=0/466,12-13=0/314,11-12=0/314,10-11=0/314 C, �'4{ ..--- 0 WEBS 2-16=612/0,5-13=-595/0,5-14=0/291,7-13=-488/0,8-10=353/0 s- Ox N NOTES t z. 1)Unbalanced floor live loads have been considered for this design. .r 2)All plates are 3x4 MT20 unless otherwise indicated. „d �} r 4,• 3)Refer to girder(s)for truss to truss connections. 49639 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 0�, ''Pt'GF �.G' 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. .4 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 ARS*y. L � be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ���'t: PNRE°F:ss 87022P� CV y -0 ORGONti�O� ` A. _EEs � EXPIRES:0613012015 April 22,2014 9 / Mil A*WAS-Verity de1417rarameersand )107ESCMTHIS AND/WAXED MTV(REFERU/CEt NNff-7473sea1/25/2014BEMUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. N. Applicabilty of design parameters and proper incorporation of component is responsibility of building designer-not tens 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 MiTerector. ek. Te1�" Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 I4. fabrication,quality control.storage,def very,erection and bracing,consult ANSI/TPII Quality Criteria,DSS-89 and ICS!Building Component 7777 Greenback Lane,Suite 109 Op 14 ere Pi a plvor n e ed, neignutiilis are Stsee¢ese Suiteeffective /01 13 by AL2314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 3B R41832586 PL14-119_UP F08 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 15:41:11 2014 Page 1 ID:SygD?CTgSFZSjSNcS1ttIDzR3Xv-OS6viwylecdnnVORtWebaNZcoOvMErXUJWsVFHzOQRs I 2-6-0 I 1 1-0-10 11 1-2-0 110-11-2 1 Scale=1:332 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 II 304= 3x4= 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e e 1� /a o ‘4.i° \ N 1' 16 15 14 13 12 3x4= 3x8= 3x6= 1.5x3 I I 1.5x3 I I 3x8= 3x4= 12-8-10 I 11-6-10 l -1-fol I 140- I 11-6-10 0-7-0 0-7-0 6-3-10 Plate Offsets(X,Y): f6:0-1-8,Edgel,f7:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud 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/TP12007 (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 (lb/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. y'IONTO 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=-2988/0 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 0% �vWAS)Ti WEBS 2-17=-1937/0,2-16=0/1323,4-16=685/0,4-15=281296,5-15=-266/0,6-15=-69/599,9-11-1940/0,9-12=0/1285, Cr moi, f r 0 ' 7-12=786/0 4tlNOTES 1)Unbalanced floor live toads have been considered for this design. '11* 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)17. Vr 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 49639' 'gr 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 % ISTE be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ��4ta PRQp . 8 • 2PE / 1N iv y �.5, OREGO 3O ->b, �' BER AN ti C7S A HEck�A EXPIRES:06/30/2015 April 22,2014 a _ i WAftNl71- A Verifydesiyaparanlemrs2nd REAP GDIESCHTHIS AND 7,11rtt Eo#77EYREFERENEPAGE/4r. 11-7 13m1,125/29148 3REIGE + Design void 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 A�fek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding !F, fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 QuaBy Criteria,DSB-89 and BCS!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 if S:aurim a P1ase(SPI lumber is open ecf;,the design uziues are those effective 06{0112[320 by.ALSC Job Truss Truss Type Qty Ply 30 R41832587 PL14-119_UP F09 -Floor 3 1 Job Reference(optional) Pacific Lumber S Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:11 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-OS6viwyl ecdnnVORtWebaNZcnOvLErWUJWsVFHzOQRs 1 2-6-0 I1-01_:1, 1 7-2-0 I I0-11-2 I Scale=1:33.2 1.5x3 I I 3x6= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4= 1.5x3 II 3x6 = 1.5x3 I I 1 2 3 4 5 6 7 8 9 10 s l'''' I 1 16 15 14 13 12 3x4 = 3x8= 3x6 = 1.5x3 I I 1.5x3 I I 3x8= 3x4= 12-8-14 1 11-6-14 1.2-1-1/4 1 19-0-6 1 11-6-14 0-7-0 0-7-0 6-3-10 Plate Offsets(KY): f6:0-1-8,Edge),17:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl L/d 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 Ina 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 (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. } ONMO 44, TOP CHORD 2-3=3025/0,3-4=3025/0,45=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=0/3661,14-15=0/3457,13-14=0/3457,12-13=0/3457,11-12=0/1800 �0° SOV 1 A$ Jk WEBS 2-17=1940/0,2-16=0/1326,4-16=687/0,4-15=25/297,5-15=265/0,6-15=69/600,9-11=-1943/0,9-12=0/1287, 7-12=789/0 T -. G, NOTES 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)17. E 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. "a 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 140 44,49639- J' 44, be attached to walls at their outer ends or restrained by other means. 1�4, SIS)t3 LOAD CASE(S) Standard SIONAL ' p, ,O PROP kJ I-- 5 ' 87022PE 1' ymN„-j, GREGO ti” `9 A. H - EXPIRES:06180/2015 April 22,2014 f • A IVARNIAG Akardeign paramefa(sand WAD tinTESON1111SAle iliCIEZEDMITEKREFETRENLEf /411.7473 res S,/Zit/ZSd4WORE U ...' Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. MI 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,delivery,erection and bracing,consult ANSI/TPIl QuaBy Criteria,DS6.89 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. Southern 1'. )tvm5xr is specified.the desigevetues eon Hose effective OS/O2/202.3 by MSC Citrus Heights.CA,95610 tt� MEW Job Truss Truss Type Qty Ply 13B R41832588 PL14-119_UP F10 Floor 5 1 IJob Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon -- - - `_- -- 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:12 2014 Page 1 ID:SygD?CTgSFZSjSNcS 1 ttIDzR3Xv-segHwGyfPwlePfzdRD9g7b6p7PMBzOodYAc3njzOQRr I 2-6-0 I I 1-4-8 I I 1-2-0 I I 1-3-0 I 1-6-0 I Scale=1:18.9 1.5x3 Il 3x4= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1 2 3 4 5 6 7 e 7 Z 0 N e e - e e e . 11 10 9 3x4= 1 3x6= 1.5x3 II 3x4= 3x4= 7-11-0 0-11-0 I I 6-99.0 I 0-7-0 I 0-7-0 I 13-0-0 Plate Offsets(X,Y): 14:0-1-8,Edgel.19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.27 Vert(LL) -0.06 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.38 Vert(TL) -0.10 11-12 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.29 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:50 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=475/0-4-8 (min.0-1-8),8=475/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. *f 4NIO TOP CHORD 2-3=-1280/0,3-4=1280/0,4-5=1062/0,5-6=1062/0 N. BOT CHORD 11-12=0/925,10-11=0/1062,9-10=0/1062,8-9=0/624 & (lit WAStilk 4 WEBS 2-12=998/0,2-11=0/384,4-11=21/333,6-8=750/0,6-9=0/566 {J �A' fry NOTES oo f Rd 0 1. t5 1)Unbalanced floor live loads have been considered for this design. 4 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. fit 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 r� 4 49G3T " I be attached to walls at their outer ends or restrained by other means. . 41 LOAD CASE(S) _1 Standard `"0NA�""" ��psFS PROF ���5 tiN0I BF4' sf--37 • 2PE r' - '5,OREGO 9,?.,4„4./ -Pb0 4BEB 4t If• S A. H' EXPIRES:06/30/2015 April 22,2014 5 a ®I64/1NI..,-Ve„fydeazynrarvmettrsand READ 1,07£50HMIS AM mum 1.117EK REFER EKE PAW MIL 7.73rev.1/29/2iiS L+S£ 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 ■A're1.^ erector.Additional permanent bracing of the overall structure's the responsibility of the building designer.For general guidance regarding MIR**. fabrication,quality control,storage,delvery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DS6-89 and SCSI Ituilding Component 7777 Greenback Lane,Suite 109 SafNSoInforrnalion available from Truss Plate .7 Suite22314. Citrus Heights,CA,95610 u saner Pine/SSP/lumber is specified,the design velvet are eeNctiuef%fi5SJZO13 Job Truss Truss Type Qty Ply 3B R41832509 PL14-119_UP Fl1 Floor 3 1 Job Reference(optional) Pacific Lumber P.Truss Co., Lake Oswego,Oregon 7.510 5 Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:41:13 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttlDzR3Xv-KgEg7czHAEtVOpYp_xh3fof?ZpmNi84nmgLcJAzOQRq I 2-5-4 1 1 1-2-0 I I 2-0-8 I 2-6-0 I I 1-5-0 I Scale=1:22.3 1.5x3 II 3x4= 1.5x3 I I 3x4= 3x4 II 3x4= 1.5x3 II 1 2 3 4 5 6 7 e e y e e I 1011111111.1.1.111. I _ • — IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII N ' e ° e e 151 11 10 3x4= 1.5x3 II 3x4= 3x8= 3x4= 3-11-12 I 2-8-4 3-3-4 13-10-4 I I 8-7-12 12-9-12 I 2-8-4 0-7-0 0-7-0 0-5$ 4..8-0 � 4-0-8 Plate Offsets(X,Y): 12:0-1-8,Edgel,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/defl 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 Incr YES WB 0.22 Horz(TL) 0.01 9 n/a n/a BCDL 5.0 Code 1BC2012/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.18Btr(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) y QNfp 44, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ��% WAS49. TOP CHORD 2-3=-065/0,3-4=-565/0,4-5=0/538,5-6=0/533 BOT CHORD 11-12=0/565,10-11=0/565,9-10=0/370 �'S )� 3 WEBS 2-12=610!0,4 9=841/0,6-9=-452/ co 0 4 ,t ty NOTES \\..............:1.....," 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)12,8. .d�O 39 t 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8. ' 44,1 r•tots4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/IP!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 'S�0NAL S.G be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard atu PR0FFss tL��CJ �NG(N��� /( 4t' 870 2PE r, y �'0), OREG N (L©'4., EXPIRES:06/30/2015 April 22,2014 0 _ 0 AWARM -Verff'dcsila aramerersuMREAtaNOTESON THIS AMDiCLUDE0H:FEKREFEREI,r PAGE MIIT7473seaI,129/2014f tE E Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Mi . 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 ��T@{C. erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control storage,delivery,erection and bracing,consul ANSI/TPIT 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. ItSouthern Pine lumber is specified,the flesigur values amebae*effective 06/03/201.5 rsyALSG Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 38 841832590 PL14-119_UP F12 (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 15:41:14 2014 Page 1 ID:SygD?CTgSFZSjSNcS1 ttIDzR3Xv-o1 o2Ly_vxX?Mey70YeCICOBAgD3U RJ1w7U59rczOQRp I 2-6-0 I 1-9-8 I I 1-2-0 I I 1-3-4 I 1-6-0 I Style=1:16.5 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 .1 zz,Z ---,,,,,,,,,,,,,_,,,,,,,,,,,s 0 N C e e 8 3x4= 10 9 3x4= 3x4 = 3x4= 4-6-8 1 5-1-8 1 5-8-8 1 8-8-12 I I 4-6-8 0-7-0 0-7-0 Plate Offsets(X,Y): 18:0-1-8,Edae1,19:0-1-8.Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/defl Lid 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 Ina YES WB 0.19 Horz(TL) 0.01 7 n/a n/a Weight:39 lb FT=0%F,0%EBCDL 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. 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. " ONIO TOP CHORD 2-3=757/0,3-4=757/0,4-5=757/0 OCj 1 ASI�� A BOT CHORD 9-10=0/684,8-9=0/757,7-8=0/476 CIV At WEBS 2-10=73810,5-7=-572/0,5-8=0/382 4 .7 . >.%-,,‘.,• NOTES 1)Unbalanced floor live loads have been considered for this design. / 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)7. ,d 4 7. y q. 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 �Q � x be attached to walls at their outer ends or restrained by other means. CS 4ONAL LOAD CASE(S) Standard PROF 10,V es w' y 87022PE 1.- . to lc, OR N ( z `� A. Hcc; EXPIRES:06/30/2015 April 22,2014 4 1 a WAkIi 1-Verify'design saran* rs 31d READ I27ES ON MGM 7/ LTED MEEK REFERENCE PAGE MT 7473 sex 1f25/2614 EE=REUSE. Design valid for use only with MTek 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 II is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the �T@k- 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/TPI1 Quafy Criteria,001-89 and BCSI Building Component 77774. Greenback CA,ne,Su fIs Information ISA lumbofiss Truss atheInstitute,er *m sera ac 06 2/20113.idatSC Symbols Numbering System PLATE LOCATION AND ORIENTATION Y ® General Safety Notes 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 Miroffsets are indicated. I I (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. •.11k. 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 or X-bracing,is always required. See BCSI. 1/1 n Cl-2 0'/16 C2-32. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves JOU'7illt may require bracing,or alternative Tor I p O 09 bracing should be considered. 111.111* _ U111111411 4. Provide copies of this truss 3. Never exceed the design loading shown and never a0 O stack materials on inadequately braced trusses. design to the building For 4 x 2 orientation,locate c» C6-7 C5-6 O p g plates 0-"i BOTTOM CHORDS designer,erection supervisor,property owner and from outside all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 6. Place plates on each face of truss at each Knots an required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locatoint ions are nd bregula ed ed bby ANSI/TPII 1 wane at joint connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from !Plate location details available In MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. 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 4 x 4 width measured perpendicular ESR-1311,ESR 1352,ESR1988 10.Camber Is a non-structural consideration and is the to slots.Second dimension is responsibility of truss fabricator.General practice is to 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: i� SYP represents values as published in all respects,equal to or better than that �� Indicated by symbol shown and/or by AWC in the 2005/2012 NDS specified. 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, BEARING or less,If no ceiling Is Installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. \ Min size shown is for crushing only. Mini ® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. 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 DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek6 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013