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Plans (31) /l4sr)it - c7/mss INN MI /3 74/3 $4) 7755 C 13 MiTek. MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92 UP Fax916/676-1909 5D 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:R41832552 thru R41832567 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. �R�p PRQ1 �NGINE�cR (S> 01, 444 870 2PE y fi j; OREGON q„ CSS ER 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. lot MiTek MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-92 UP Fax 916/676-1909 5D 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:R41832552 thru R41832567 My license renewal date for the state of Washington is January 2,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. otONIO.14, o% ov. a 47. 49639 `' GIST 41 April 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. Job Truss Truss Type Qty Ply 5D R41632552 PL14-92_UP F01 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:14 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1UY-ZUAMIRGH36RsRkXU127EmMisJ1UWN695C9Z 15zOQSI 2-6-0 I 2-2-9 II 1-2-0 II 2-4-11 Scale=1:28.6 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 I I 1.5x3 I I 3x5 = 1.5x3 I I 1 2 3 4 5 6 7 8 111111111111141111111111111414% -2 - 00.........11t11.1.1.1 — 141114144144414411441% 'i ir" e 13 12 11 10 •, 3x4= 3x8= 3x4= 3x4 = 3x4= 10-6-1 11-4-9 I 9-11-9 10tirl 111-3-1 1 1 16-4-12 I 9-11-9 o-1-e 0.7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): (10:0-1-8,Edge1,(11:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >783 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.40 11-12 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.18Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.18Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=715/Mechanical,9=715/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. .. ONIO TOP CHORD 2-3=-2463/0,3-4=-2463/0,4-5=-2532/0,5-6=-2532/0,6-7=-2532/0 BOT CHORD 12-13=0/1520,11-12=0/2805,10-11=0/2532,9-10=0/1515 O° WAS WEBS 6-10=-316/0,2-13=-164010 2-12=0/1018,4-12=-370/0,4-11=-460/161,7-9=-1636/0,7-10=0/1105 C ev y, NOTES ii / h„ �I. 1)Unbalanced floor live loads have been considered for this design. / LV 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/TPI 1. <?r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to "d be attached to walls at their outer ends or restrained by other means. (� 9 _ i +FST LOAD CASE(S) Standard 4:StGNALOG ttRtia PRQp �<c, 4NGiiii N�=F I0g 870 2PE - '5, OREGO I�4ti ' �'y8ER 1� A. He EXPIRES:06/30/2015 April 22,2014 4 r A WARNING.-Way*lip pararrx en snd READ PDIES ON THIS AM)MIMED OED HI7EKREFERCENCE PAS HIT 7 473 sec 1;15/2fld9ETs3 ELSE �' Design valid for use only with M7ek 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 _. MI • , - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,defrvery,erection and bracing,consult ANSI/IPl1 Quolily Crtieda,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 Heights,CA,95610 if Southern Pir.efsai Waffler is specified.the.design values WV Lhasa afflictive OG/01/201..3 byAtSC Job Truss Truss Type Qty Ply 50 R41832553 PL14-92_UP F03 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 15:40:15 2014 Page 1 ID:j7axn40sHnThlyaUAczwOszX1 UY-1 gkkynGvgP43u6gbleTJZFOdRg06Y7ERplYHXzOQSk I 2-6-01 I 2-5-1 I I 1-2-0 I I 2-4-11 Scale=1:28.9 1.5x3 II 3x5= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x6 = 1.5x3 II 1 2 3 4 5 6 7 8 e. N / \ c e o ,� e e 1.-""` 12 11 10 3x4= 3x8= 3x4= 3x5= 3x4= 10-10-9 11-7-1 I 10-2-1 1013f9 111-5-9 1 1 16-7-4 I 10-2-1 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): f10:0-1-8,Edoel,f11:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.27 11-12 >739 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.43 11-12 >456 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:73 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.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) 13=725/0-4-8 (min.0-1-8),9=725/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ZONIO TOP CHORD 2-3=-2508/0,3-4=-2508/0,4-5=-2587/0,5-6=-2587/0,6-7=-2587/0 BOT CHORD 12-13=0/1543,11-12=0/2877,10-11=0/2587,9-10=0/1538 QfC 4 WEBS 6-10=-324/0,2-13=-1666/0,2-12=0/1041,4-12=-399/0,4-11=-480/168,7-9=-1660/0,7-10=0/1140 Z ; i. (rs Pr NOTES r? :, `., 171 1)Unbalanced floor live loads have been considered for this design. /( N 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. t 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks for be attached to walls at their outer ends or restrained by other means. rnri 2O 1 LOAD CASE(S) Standard 4'6 IS .�+ 'S1ONAL <c".R,V0 PR0Fe /0 C�<L' NGIfVE' 4, -, 87022PE " / cft 04 y OREGU n 9�, �'1EtER 1.‘ 'Si0 A. Heck EXPIRES:06/30/2015 April 22,2014 ®mac.Verify design araseersand REAP 1 7ESON7HISAM MINED 1df1EKREFERENCE PAGE 1,111.7473 sex 1,Z9J2r}P413ffJfl€'IISE Design valid for use only with Seek connectors.This design is based only upon parameters shown,and is for an individual building component. 0..... 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 responsibility of the building designer.For general guidance regarding - 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Bulding 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 ll Sauthem Pirsct5Pl lumbar is specified,the dasigrrnteex amthese a/factbre Oe/O1/2013 tsyA SC Job Truss Truss Type Qty Ply 5D R41832554 PL14-92_UP F04 Floor 1 1 Job Reference(optional) Pacific Lumber&Twos Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:16 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-Vt16A7HXbjhah2hs9T9imoBrrAWr QOfT25pzzOQSj ~-0-00 1 1-t-11 11 1-2-0 II 1-0-9 1 2-6-0 I Scale=1:32.5 4x4= 3x4= 3x4= 3x4= 354= 3x4= 4x4= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 e - ee a e e_ e_ e . e e e 2W26 25 24 23 22 21 20 19 18 3x4= 4x5= 3x5 = 3x5= 3x5 = 3x5= 4x6= 4x4= 354= 15-3-11 I 14-1-11 19-1-4 -7-010-7I 14-1-11 3-9-9 Plate Offsets(XX): (14:0-1-8,Edgel.119:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.30 22 >767 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.46 22-23 >493 360 BCLL 0.0 Rep Stress!nor YES WB 0.58 Horz(TL) 0.06 18 n/a n/a BCDL 5.0 Code IBC20121TP12007 (Matrix) Weight:94 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 (Ib/size) 27=835/0-4-4 (min.0-1-8),18=835/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. o' ONIO N TOP CHORD 2-3=-1513/0,3-4=-1513/0,4-5=-2638/0,5-6=-2638/0,6-7=-3383/0,7-8=-3383/0, a 8-9=-375210,9-10=-3752/0,10-11=-3733/0,11-12=-3733/0,12-13=3416/0, oc,1 c vast."I .4 13-14=-3416/0,14-15=-2622/0,15-16=-2622/0 Cj > , Ac ' y BOT CHORD 26-27=0/806,25-26=0/2121,24-25=0/3056,23-24=0/3613,22-23=0/3786,21-22=0/3584, 'q+ IP - ,r8.- 'I' 20-21=0/2622,19-20=0/2622,18-19=0/1831 WEBS 14-20=-328/0,15-19=-541/0,2-27=-1129/0,2-26=0/990,4-26=-851/0,4-25=0/724, 1 6-25=-585/0,6-24=0/459,16-18=-1977/0,16-19=0/1135,8-24=-321/0,12-21=-264/0, , 13-21=-328/0,14-21=0/1085 � NOTES + 119639 1)Unbalanced floor live loads have been considered for this design. 0�i 'fS 2)All plates are 1.5x3 MT20 unless otherwise indicated. �SQNALG 3)Refer to girder(s)for truss to truss connections. fir' 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. � 0 PR OFess LOAD CASE(S) Standard tCo �NGIINE . . /O- 1c 870 2PE ' tv 7 NA�; OREGO ti o4 OsiA. HE, P EXPIRES:06/3012015 April 22,2014 mil_ f ®WARNP -Wardesign paramreets sod READ t IES ON THIS INCLUDED WIEN REFERENCE MII7 r73 iou 1125/2014 115E 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 insure-stability during construction is the responsibillity of the Mitek" erector.Additional permanent bracing of the overall-structure is the responsibility of the building designer.For general guidance regarding - . fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIt Qualify 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 He' ItS hexa fire(5P)emitter Is specified,the desige ell are Place eflectue 0&/0AL 1f2013 by Heights,CA,95610 Job Truss Truss Type Qty Ply 50 R41832555 PL14-92_UP F05 Floor 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1UY-RFPtboJn7IOdwMrFGuBArCtV egZJglg7mXCuszOQSh 11-3-0 11� 1-1—i 11-2-0 II 2-4-15 I 2-6-0 Scale=1:35.4 4x5= 3x4= 3x4= 3x4= 3x4= 4x4= 3x6 FP= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ter_w w w—,.....—...w w w rl.—..— .—. 26 25 24 23 22 21 20 19 18 3x4= 4x6= 3x5= 3x6 FP= 3x5= 3x5 = 4x6= 3x6= 3x5 = 3x5 WB= 15-7-9 I 14-5-9 15-0-91 I 20-9-8 I 14-5-9 7-0 b-7-0 5-1-15 Plate Offsets(XX): 112:0-1-8,Edael.118:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.40 21 >624 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.62 21 >402 360 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.08 17 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:98 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=909/0-4-8 (min.0-1-8),26=909/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 1'TONJO Y,_ TOP CHORD 2-3=-2003/0,3-4=-2003/0,4-5=-3413/0,5-6=-3413/0,6-7=-4247/0,7-8=-4247/0, ` ` 4a 8-9=-4495/0,9-10=-4495/0,10-11=-4230/0,11-12=-4230/0,12-13=-3519/0, & 4'WM'A', 'Y 13-14=-3519/0,1415=-3519/0 V 4 14. l`fi, 'WGA BOT CHORD 25-26=0/1077,24-25=0/2776,23-24=0/3897,22-23=0/3897,21-22=0/4436,20-21=0/4401, /-Ti��I[ 4 Q 'C� 19-20=0/3519,18-19=0/3519,17-18=0/1990 WEBS 12-19=-357/0,13-18=-426/0,2-26=-1375/0,2-25=0/1183,425=-987/0,4-24=0/813, 6-24=-618/0,6-22=0/446,15-17=-2149/0,15-18=0/1659,10-20=-272/35,11-20=-327/0, thiii 12-20=0/1057 re)iti NOTES 9 jsi 1)Unbalanced floor live loads have been considered for this design. •�' 2)All plates are 1.5x3 MT20 unless otherwise indicated. `SStQNALG 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)26. 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 strongbadcs,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. ti‘,0 PR OFF S LOAD CASE(S) Standard `03 4 (N€ , s/{)p 144 $7022PE ______„) EXPIRES:0613012015 April 22,2014 4 _ 5 ®EFAIWL'13-Veritfde_rignparaovifrsarid READ ETESONTHIS AND If .t1DEmHITE.YREFERENEt M17413mt.1/29/2tild8/�RELSE Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability 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 responsibility of the boildng designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IPI1 Quality Criteria,DSS-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely informationac available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if 54 Pine On)lauasiarls studesignuatuea are those erf ttee o6/101j2O1.31syMSC Job Truss Truss Type Qty Ply 5D R41832556 PL14-92_UP F06 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:18 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-RFPtboJn7KxlwMrFGuBAxCtdCe_yJ15g7mXCuszOQSh 1-4-0 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 III 1111 Ilppy I 0 N 11 5 =' 4 3x4= 3x4= 1-8I 4-1-0 1-8 3-11-8 I LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) 0.00 5 """' 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.10 Vert(TL) -0.04 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:19 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=174/Mechanical,5=174/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. n'01NOTES yTONIO }� 1)Refer to girder(s)for truss to truss connections. Ocj WAsjr 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 4F� t div; ' d 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 10 C .k:, , , tit be attached to walls at their outer ends or restrained by other means. / ( LOAD CASE(S) Standard �'1 O , 49G39 � ors �t� > PROpEss NGINEF9. �0 87022PE Wit'` / y "0j,.OREGO tiz) i 'A0 418ER .V\ N k9 A. HER EXPIRES:06!30/2015 April 22,2014 4if AWARNL'G-yar:'ydeign parameters mel READ MIESONBNISANSIAMMERNSTEK REFERENCE PAGE MIL 7473ter.1,724/2014BEM DEE Design valid for use only with M7ek 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 SIN is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the _ - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �}/� - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 it stAstherAriniefSPIDarritseris SpeCifiad,the-desigeuatuas are Shove s a¢rivswD6/OSf2O23 by MSC Job Truss Truss Type Qty Ply 50 R41832557 PL14-92_UP F07 Floor 6 1 Job Reference footional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:19 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-vSzFo8JPue39YWPRgbjPTPQdB2AJ2KEgMQGIQIz0QSg 10-7-121 10-7-71 2-6-0 I 1 1-2-0 19-4-91 Scale=1:28.3 4x4= 3x4 II 3x8= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 13 2 3 4 5 6 7 8 9 10 . l e e e O' —\II/ N ee a e W ►N, 17 �"- 15 14 13 12 3x4 I I 3x6 = 3x8= 3x6= 1.5x3 I I 4x4= 3x4= t-04 16-5-4 I 1 0-10010-1-122 I I 15-5-0 0-1-8 Plate Offsets MY): 17:0-1-8.Eduel,112:0-1-8.Edgel,117:Edoe,0-1-81 LOADING(pst) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.86 Vert(LL) -0.20 13-14 >903 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.31 13-14 >599 360 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 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:15-16. REACTIONS (lb/size) 16=1078/0-5-8 (min.0-1-8),11=655/0-2-12 (min.0-1-8) Max Gray 16=1078(LC 1),11=670(LC 4) zONIO, FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=0/281,2-3=0/281,3-4=-1662/0,4-5=-1662/0,5-6=-2516/0,6-7=-2516/0, 0 i01 4-401, 7-8=-1811/0,8-9=1811/0 CrG BOT CHORD 15-16=-147/422,14-15=0/2316,13-14=0/1811,12-13=0/1811,11-12=0/1466 mak.. Q 'Try d WEBS 8-12=-759/0,1-16=-431/0,7-14=0/820,6-14=-284/0,5-14=0/253,5-15=-744/0, rt? " '\ N 3-15=0/1377,3-16=-849/0,9-11=-1582/0,9-12=0/1027 / 1p, NOTES rd r 1)Unbalanced floor live loads have been considered for this design. 49(339 4,'74' 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. /,) Gjs,j, , c} �v ' 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. G 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to tON11L $ be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)304 lb down at 0-1-8 on top chord. PR�F� The design/selection of such connection device(s)is the responsibility of others. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). st,9 LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 870 2PE Uniform Loads(plf) Vert:11-17=-8,1-10=-80 Concentrated Loads(Ib) Vert:1=-304(F) L7 nom. A,/ F �Aj, OREGO (f)c).44/ *PC '1 00ER4'''' `9 A. N *-4 EXPIRES:06/30/2015 April 22,2014 r ®MIME.Vd/fdesign yaramesrsand READ MIFSONTHIS AM1 t)E/a MAKREFERENCE MMAMaE14177473re&1,115/261471 WORE USE 11111111 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 brocingia insure stabirityduring construction is the responsibillity of the ,-MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/IP11 Qualfiy Criteria,DSB-89 and BCSI Bonding Component 7777 Greenback Lane,Suite 109 If Southern PInformationIv is f5- , neon t arothoe efue e06/01/ 2411.33 A'1 4. Citrus Heights,CA,95610 ' Job Truss Truss Type Qty Ply 5D R41832558 P114-92_UP F08 Floor 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4020 2014 Page 1 ID:j7exn40sHnThIyaUAczwOszX1UY-NeXd?UK2fyCOAf dOlEeOdyyfSfJnuNza40Jykz0QSf I 2-6-0 1 0-5-10 1 1 1-2-0 I I 1-4-14 I Scale:3/4"=1' 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 23x4= 3 4 53x4= 6 -L, \ e e _ _ \--\ 0 N e 113 9 e 8 e 3x4= 3x4= 3x4= 3x4= I 3-1-2 31-10 3-9-10 1 44-10 4161 8-8-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0-1-8 4-0-6 Plate Offsets(KY): 18:0-1-8,Edoel.19:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.17 Vert(TL) -0.06 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:39 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 10=370/0-2-12 (min.0-1-8),7=370/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ¶ONTO 44. TOP CHORD 2-3=732/0,3-4=732/0,4-5=-732/0 BOT CHORD 9-10=0/682,8-9=0/732,7-8=0/665 cj� pfi VAS4/4/Nt. WEBS 2-10=-736/0,2-9=-37/269,5-7=-718/0 {J rye NOTES c T 1 j • 01, rd 1)Unbalanced floor live loads have been considered for this design. 1 4/ N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10,7. - 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 15 49639 ,'f+ be attached to walls at their outer ends or restrained by other means. Q �fi 5. LOAD CASE(S) Standard 'IONAI: O ���tia PROFFss 87022PE 1,44 { CP 7 -0j,OREG'N 45'' jv 'Pr, $4'1BER cisAN �© a. heck EXPIRES:06/30/2015 April 22,2014 A 61'ARNIMS-V ff des*param GO arrd READ WITS ON TM:SANO MIXED MTT€K REFERENCE PAGE Mal 7473 ret 1/,9/2014877?3.Tf f Design void for use only with Mitek connectors.This design is based only upon parameters shown,and B for an individual building component. Applicability of design parameters and proper incorporation of component B responsibility of building designer-not truss designer.Bracing shown er�� is for lateral support of individual web members only..Additional temporary bracing to insure stability during construction is the responsibillity of the Mi el - . - -- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7911 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 1fhurt ,e(tel ate:fr s f„the eets rn are a ca rens{0212013 by:r BC • Job Truss Truss Type Qty Ply 50 R41832559 PL14-92_UP F09 Floor 1 1 Job Reference(option) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4021 2014 Page 1 ID:j7axn4OsHnThyaUA¢wOszX1 UY-rq5?DgLgQFKtnpZgxOltYgV7RsOHWNn7pklsUBzOQSe I 2-6-0 I 45-8 I I t-2-0 I I 1-7-2 I Scale:l'=1' 11.5x3 II 2 3x4= 31.5x3 II 4 3x4= 51.553 II • J • 1---- N e • e e 1.5x3 I I 9 8 7 6 3x4= 3x4= 3x4= I 3-0-14 3-2-6 3-9-6 1 4h6 1 6-2-8 I 3-0-14 1- 0-7-0 0-7-0 1-10-2 Plate Offsets(X,Y): 14:0-1-8,Edoel,18:0-1-8,Edoel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.17 Vert(LL) -0.02 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 8-9 >999 360 BCLL 0.0 Rep Stress Inc( YES WB 0.12 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:29 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) 9=267/0-2-8 (min.0-1-8),6=267/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 01ON10 TOP CHORD 2-3=362/0,3-4=-362/0 �i, BOT CHORD 8-9=0/423,7-8=0/362,6-7=0/362 0&J fl WA$ ` WEBS 2-9=-456/0,4-6=-424/0 G NOTES i XT if- G1. 135 1)Unbalanced floor live loads have been considered for this design. / N 2)Refer to girder(s)for truss to truss connections. 4 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. €-r 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 43639 $$ 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 qk . GI STS1V 4Q be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �, c,O PRQFFSs �cc'; 4ayGkNFFR I%, 87022P61116.1-44#E y I Ail,OREGO �o Q 90 FABER •1\ °`s A. H E4�'' EXPIRES:06/30/2015 April 22,2014 i i ®WARNIM3-V&/ydasignparamewrssailREAS NOTES O7/7ifMSA//LiliaiisMEDAMEN NUMMI PAGE NEE 7473re&I/25/29i48/?1 t3E Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. 1611 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 ����* _. ,x;e::: 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/711 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Iniormalon available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 ItSoutiaere Pinelits)Iuaaber isopecitiied,tiaeutesignvalues are these affective1f220a.3 fsyALSC Job Truss Truss Type Qty Ply 50 R41832560 PL1 4-92_UP F10 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 15:40:22 2014 Page 1 ID:j7axn40sHnThyaUAczwOszXl UY-K1 fOQAMIAZSkPz80V G6522FQFHaFeKG2OVP1 dzOQSd I 1-10-12 I I 1-9-11 I I 2-6-0 I 1 1-2-0 I I 1-0-5 I Scale=1:29.4 1.5x3 I I 4x10= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 3x4= 1.5x3 I I 1 2 3 4 5 e 7 8 9 o N / N e a o- e 16 14 13 12 11 10 4x5= 3x4 II 3x10= 3x6= 1.5x3 II 3x4= 3x4= I 2-1-12 I 16-10-12 I 2-1-12 14-9-0 Plate Offsets(X,Y): 16:0-1-8,Edael.111:0-1-8,Edeel,116:Edge,0-1-81 LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 12-13 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.18 12-13 >978 360 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.01 10 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:78 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) 15=1642/0-5-8 (min.0-1-8),16=-701/Mechanical,10=533/Mechanical Max Uplift16=-764(LC 4) Max Gray 15=1642(LC 1),10=534(LC 4) , ' QNIO N. FORCES (Ib) Max- .Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 0C, 11 E SIk, r TOP CHORD 2-3=0/259,3-4=0/259,4-5=-1534/0,5-6=-1534/0,6-7=-1423/0,7-8=-1423/0 BOT CHORD 15-16=-1530/0,14-15=-1534/0,13-14=0/885,12-13=0/1423,11-12=0/1423, 1M +� 10-11=0/1085 E'" T6 E.. k , WEBS 7-11=-257/0,2-15=-1613/0,2-16=0/1711,5-13=-252/0,4-13=0/701,4-14=-1231/0, L'4 2-14=0/1449,8-10=-1171/0,8-11=0/549 4 j r NOTES ed 16 49639 1)Unbalanced floor live loads have been considered for this design. 3 �013Isle 2)Refer to girder(s)for truss to truss connections. IN 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 764 lb uplift at joint 16. 8'IONALQ 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. 6)CAUTION,Do not erect truss backwards. ii\O",) PR OFFss LOAD CASE(S) Standard `� NG+NE �. / _44/ 870 2PE ca cti 7 ''oN OREGO'; 11t OS A. Nei- EXPIRES:06/30/2015 April 22,2014 I t ®WA:rtNI4s Neap design parameters and READ fn7F5 CM THIS ANG INEWLED NITEK REFERENCE PAGE tat 7473 ret I,/29J2014BE?ORE17SE IT Design valid for use only with M7ek 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 r m. Il ; r„ .. - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - - I 1 - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 QuaBly Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Solely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If wanes ISM lumber ts specified:,the design%Weasarezrrexa exrver {02/2013byAtSC Job Truss Truss Type Qty Ply SD R41832561 PL14-92_UP F11 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:23 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszXt UY-oDDmeWNwxtab17jC3RnLeFaSbfgs_F2QG2F>73>OQSc I 2-6-0 10-5-10 1 1 1-2-0 I I 1-6-14 I Scale=1:16.4 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 0 \\:: . .,- 0 N I 1[ 9 e 8 3x4= 000���(((��\ 3x4= 3x4= 3x4= I 3-1-2 3F-10 3-9-10 1 4-4-10 416-2 8-8-8 I 3-1-2 0-1-8 0-7-0 0-7-0 0.'1-8 4-2-6 Plate Offsets(XX): f8:0-1-8,Edgel,f9:0-1-8,Edael LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.03 7-8 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.18 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:40 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied 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=377/0-2-12 (min.0-1-8),7=377/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. y" ONTO TOP CHORD 2-3=-761/0,3-4=761/0,4-5=-761/0 BOT CHORD 9-10=0/701,8-9=0/761,7-8=0/682 O „VV VNIO WEBS 2-10=-757/0,2-9=-28/290,5-7=-737/0 CJ NOTES 30 rt "k 't 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. r 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to 'd.,cj 49639 4 be attached to walls at their outer ends or restrained by other means. ,.A 4? LOAD CASE(S) Standard rsig 41 SIONALV G ��R, p PROpe„, • 87022IV PE 444 pr" 7 -c>„ REG Nti4, O M8ER 1 °S A. H' ¢�P EXPIRES:06/30/2015 April 22,2014 $ MI 0... t ®W 7 ;araVerity design mxers an:/READ NG ES ON IHIE AM DEMODEMOETK REFERENCE 3 MY 7473 rca 1/25/20140ERTtlE1AEDesign valid for use only with Mitek connectors.This design is based ony 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 individualwebmembers only:.Additional temporary bracing to insure stability during construction is the responsibillity of thee *B' '> _' ` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVE�FCK• fabrication,quality control,storage,dervery,erection and bracing,consult ANSI/7811 QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SPI lvmbas is specified,ttaeAaaign values ars those effective 06/01JO1S by AtSC • Job Truss Truss Type Qty Ply 513 R41832562 PL14-92_UP F12 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4023 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UY-oDDmeWNwdab17jC3RnLeFaOwfYW AJQG2EzZ3zOQSc 2-6-0 I I �-35 I I 1-2-0 I I 2-411 Scale=1:28.7 1.5x3 II 3x5= 1.5x3 II 3x4 = 1.5x3 I I 1.5x3 I I 3x5= 1.5x3 II 1 2 3 4 5 6 7 8 I- / 1111 \ e e / _ \ _ o N -' e e 19 12 11 10 IlL 3x4= 3x8= 3x4= 3x4= 3x4= 10-8-13 11-5-5 I 10-0-5 10-1113 11-3-131 I 16-5-8 I 10-0-5 0-1-8 0-7-0 5-0-3 0-7-0 0-1-8 Plate Offsets(X,Y): 110:0-1-8,Edgel,111:0-1-8,Edge1 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.49 Vert(LL) -0.25 11-12 >770 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.41 11-12 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.05 9 n/a n/a BCDL 5.0 Code IBC2012/fP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 13=718/0-1-12 (min.0-1-8),9=718/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2476/0,3-4=-2476/0,4-5=-2549/0,5-6=-2549/0,6-7=-2549/0 BOT CHORD 12-13=0/1527,11-12=0/2827,10-11=0/2549,9-10=0/1522 r,,,,owNAs,....„,, WEBS 6-10=-319/0,2-13=-1648/0,2-12=0/1025,412=-379/0,4-11=-466/163,7-9=-1643/0,7-10=0/1116 C NOTES . .. O/, 1)Unbalanced floor live loads have been considered for this design. i" 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITTPI 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 '„ 4%639 be attached to walls at their outer ends or restrained by other means. .1 1 LOAD CASE(S) Standard - ' G 'Cti�V P R oFFss 4`, 4NC'IIVF,41 ego 2PE ,,-7 yrkt cr)'c%�j,OREGO $o 1S0 :418ER \u A. Her EXPIRES:06/30/2015 April 22,2014 $ t AWA,rsNI!G-Verify design parameters sod REAOfMESONMIS AND mon MIEN REFERENCE PAi3MII7473mt.1!29/2014 USE . Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and 8 for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown IMIT is latesaksupport of individual web members only.Additional temporary bracing to insure stability during construction is the resporsibillityof the - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - .z 1y8I le�• fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPi1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety iniormaiton available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 t#Sb1111.a mPisseMP)lumbar isspacified,thedesign um&sas are thosa edfrctise 0E/o3f3o1.3 tryA.iSC • 4 Job Truss Truss Type Qty Ply 5D R41832563 PL14-92_UP F13 Floor 6 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 Mitek Industries,Inc.Mon Apr 21 15:4024 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1 UY-GPn8rsNYiAiSeHIPd8laAT7Xn3vFjbjN_WSVzOQSb I 2-6-0 1 1 1-1-11 1 1 t-2-0 ii 1-2-5 1 Scale=1:33.6 1.5x3 II 3x6= 1.5x3 II 3x4= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 II 4x5= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 e o a ° . oN e e° �p 1: 15 14 13 12 ItT�1 3x4 = 3x8= 3x8= 3x4= 4x4 = 3x4= 14-8-11 15-5-3 14-0-3 14-1411 1p-3-111I 19-3-0 1 1 14-0-3 0-I-$ 0-7-0 3-9-13 0-7-0 0-1-8 Plate Offsets(X,Y): 112:0-1-8,Edpel,113:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.35 13-14 >650 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.62 Vert(TL) -0.56 13-14 >413 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 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 2400F 2.OE(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.OE(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=841/0-4-4 (min.0-1-8),11=841/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. a� ONIO j,_ TOP CHORD 2-3=3066/0,3-4=-3066/0,4-5=-3885/0,5-6=-3885/0,6-7=-2736/0,7-8=-2736/0,8-9=-2736/0 �`" {i� BOT CHORD 15-16=0/1817,1415=0/3736,13-14=0/3406,12-13=0/2736,11-12=0/1839 Q 01 ArASIlik WEBS 7-13=0/459,8-12=-585/0,2-16=-1962/0,2-15=0/1347,4-15=-723/0,6-14=0/583,6-13=-940/0,9-11=-1985/0, Z! 'r{ Cdr 9-12=0/1209 417 !! ° F kir. Orel 1 NOTES I 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)11. }` :47j. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14Y 9 39 fD * 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 '� 'bb3,=Etk' be attached to walls at their outer ends or restrained by other means. Cy WONALV LOAD CASE(S) Standard co 14,G NEF� �S/0 ,w $ • 2PE <" N -s SAT OREGO tis0� �'C7©�'�BER 4% P `S A. N1cc, EXPIRES:06/30/2015 April 22,2014 $ t A IPANIM-Yam designparameersodREAD M IFSONTHIS AND L4/2L?EDMIEN R1EFEREfCEPAGE Nil-7473ret,t,/25/2l0ldBEFORELam' Design valid for use only with Mitch 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 lateratsupporhof individual:web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the -iv QBr°- erector.-Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - 11 K fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quagly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 HSafely Soutkem Pine Information lumber specified, design values are those Suite effect-me 0610312201,3 0212035 tuy 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 5D R41832564 PL14-92_UP F14 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1 UY-kbKW3COATUgJGRtbAsppjgfleTHOS7RikMj3eyzOQSa I 2-0-0 I I 1-10-1 I I 1-2-0 I I 2-5-3 I Scale=1:21.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 3x4= 7 • a ''''.-r'-''''''.r.''''''-cle e IIIIIIII 0 N o e s e 1. 11 10 9 4 3x4= 3x5= 3x4= 1.5x3 II 3x4= I 8-2-9 1 8-9-9 19-4-9 1 12-0-12 1 8-2-9 0-7-0 0-7-0 2-8-3 Plate Offsets(X,Y): 16:0-1-8,Edgel,f10:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.14 10-11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.21 10-11 >670 360 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:54 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 12=525/0-2-8 (min.0-1-8),8=525/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 110N10 TOP CHORD 2-3=-1397/0,3-4=-1397/0,4-5=-1183/0,5-6=1183/0 BOT CHORD 11-12=0/887,10-11=0/1518,9-10=0/1183,8-9=0/1183 o' 01 WASlrr, 44. WEBS 2-12=-994/0,2-11=0/571,4-10=-443/3,6-8=-1277/0 G ,p'O Yo NOTES t. 1, tirS 1)Unbalanced floor live loads have been considered for this design. / N 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)12,8. 4 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 +.6 49639 4 be attached to walls at their outer ends or restrained by other means. 0 �to ro. 3 LOAD CASE(S) Standard 5� 4: ,00 PRopen c. o��`5 4NGiN F9 /0.0. 87022PE g. r. N fP Zr 9c ' $Eft �� r ©S A. H-' EXPIRES:06/30/2015 April 22,2014 s r A WM/T -Verify deggra raramefex and READ IMES IM2tttE0 H/7EKREFERENCE MGE HU 7473 rex,1/29/2014DEORE 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 x -,is.foraateral support of individual web members only.Additional temporary bracing to insure stability during construction is the-responsibillity of the - -z:.= MIR** T '` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - MIR** fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPil Qualify Ciiteda,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 ttSautheeen Pine f&P)lumber is apecitled,therstesagrltraftrael are these attritive 06101/2010 byAtSC Job Truss Truss Type Qty Ply 50 R41832565 PL14-92_UP F15 Floor 5 1 Job Reference(notional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:4025 2014 Page 1 ID:j7axn4OsHnThIyaUAczwOszX1 UY-IcbKW3COATUgJGRtbAsppjgfhlTGkS57ikMj3eyzOQSa I 2-6-0 I 2-0-15 1 1 1-2-0 I Iii-4-51 Scale=1:24.8 4x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 1.5x3 I I 1.5x3 II 1 2 3 4 5 6 7 8 IP.'" i s o , o N N r--- e e 13 12 11 10 i 3x4 = 3x6= 3x4= 4x4= 3x4 = 10-6-7 11-2-15 I 9-9-15 911117 111-1-7 1 1 14-2-12 I 9-9-15 0-1-8 0-7-0 2-11-13 0-7-0 0-1-8 Plate Offsets(X.Y): 110:0-1-8.Edue1,111:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.18 11-12 >925 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.30 11-12 >565 360 BCLL 0.0 Rep Stress lncr YES WB 0.48 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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) 13=620/Mechanical,9=620/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. t'TONJO 44. TOP CHORD 2-3=-1996/0,3-4=-1996/0,4-5=-1633/0,5-6=-1633/0,6-7=-1633/0 �+ BOT CHORD 12-13=0/1287,11-12=0/2106,10-11=0/1633,9-10=0/1335 ©47 oVWASlitiv WEBS 6-10=-744/0,2-13=-1389/0,2-12=0/765,411=582/0,7-9=-1441/0,7-10=0/948 {,i $r 1►0 NOTES ' �' 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)9. 1' 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ''a ,49639 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 41 O ' 15 TE16C1 .1 be attached to walls at their outer ends or restrained by other means. .,�vs, G 410/s1A1,,Vt LOAD CASE(S) Standard -1&�\ OPRopE C.5 4 �IyGINEF /° 87022PE /.. u) clt 7 o,OT OREGO ti� 40 90 ',14a E R ANI -% ' OS A. HeP EXPIRES:06/30/2015 April 22,2014 I t ®WARIVII85-Verify,dello parameters sod WAD NOTES CM MS AM MIXED M4TEK REFERENCE ME/4117473 mg,1/20/2014 gf5TM. 115E 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 b for lateral support of individual web memberxonly.=Additional temporary bracing to insure stability during construction b the responsibillity of the erector.Additional-permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quaitiy Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If 5etakiern Pirse(TP3 Welber is spasified,rixe ded;a:mewls are theta materthak 06/0112013 byALSC Job Truss Truss Type Qty Ply 5D R41832566 PL14-92_UP FG1 FLOOR GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MTek Industries,Inc.Mon Apr 21 15:4026 2014 Page 1 ID:j7axn40sHnThyaUAczwOszX1UY-CouuGXPoEoy9uaSnkZL2FuC?Rj_BenszOTdAOzOQSZ 1-4-12 I 1-4-0 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:8.7 N -.4 5 4 3x4= 3x4= I 2-11-12 I 2-11-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) 0.00 5 """" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.09 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 15 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr(flat) except end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=253/Mechanical,5=249/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-4=-309/0,2-5=-304/0 OHIO p 03 NOTES �1��4, ' 01 13. 1)Refer to girder(s)for truss to truss connections. /, / y 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. f4 ,IP 'O 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Sfrongbacks to ( " x� be attached to walls at their outer ends or restrained by other means. / N 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)188 lb down at 1-5-2 on top chord. t The design/selection of such connection device(s)is the responsibility of others. tr r 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Ai rk, LOAD CASE(S) Standard °,4'\,.. ,4' ISi 39TOr' Si 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 4' G Uniform Loads(plf) S ONALV Vert:4-5=-10,1-3=-100 Concentrated Loads(Ib) Vert:2=-188(F) 4R't0 PROFS < AAGiNFFR 6/0 87022PE r. N �y �' OREGeN �© E A. Her, EXPIRES:06/30/2015 April 22,2014 l a ® UM.Ver.'/ydxxiinpram lersazsdREAD I 112912eliagrARISE Ud OEt Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. �� Applicability of design parameters and proper incorporation of componentisresponsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insureJtabilfy'4uring 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 * fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quailfy Cdteda,DSB-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 If5twetennsPine ISM lvmdser is spedffed,the.design vatheas are those affective 06/01/2013 by, se Job Truss Truss Type Qty Ply 5D R41832567 PL14-92_UP FG Floor Girder 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.510 s Jan 13 2014 MiTek Industries,Inc.Mon Apr 21 15:40:26 2014 Page 1 ID:j7axn4OsHnThyaUAczwOszX1UY-CouuGXPoEoy9uaSnkZL2FuCyuth?BcTszOTdAOzOQSZ 1-6-0 I 1-5-10 I I 1-2-0 I I 1-4-14 I 2-6-0 I Scale:3/4"=1' 1.5x3 I I 1.5x3 I I 1.5x3 II 1.5x3 II 1 23x4= 11 3 4 53x4 6 O O N N e ° e e 3x4= 1 9 8 3x4= 3x4= 3x4_ I 3-2-10 1 3-9-10 1 4-4-10 1 8-6-8 I 3-2-10 0-7-0 0-7-0 4-1-14 Plate Offsets(X,Y): 18:0-1-8,Ednel.19:0-1-8,Edoel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 026 Vert(LL) -0.03 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.21 Vert(TL) -0.04 9-10 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code 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 (Ib/size) 10=497/0-2-12 (min.0-1-8),7=412/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. y'ONIO N. TOP CHORD 2-11=-926/0,3-11=-926/0,3-4=-926/0,4-5=-926/0WASD BOT CHORD 9-10=0/669,8-9=0/926,7-8=0/771 d O , WEBS 2-10=-804/0,2-9=0/327,5-7= . 833/0,5-8=0/303 +V ' ' 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)10,7. -. 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 kt 4k< "t 49639 be attached to walls at their outer ends or restrained by other means. 0 4'GIs4 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)233 lb down at 2-2-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. `4IOpyAL��� 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ti�t0 PRQp- Uniform Loads(plf) 4\(C S Vert 7-10=-8,1-6=-80 �`Co , GINE19 /per Concentrated Loads(Ib) w Vert:11=-169(B) $7022PC= 1" cv y �j, OREGO (f) 4 90 k418EFt N'k 4 QS A. Heck- EXPIRES:06/30/2015 April 22,2014 r A i4.itfm-Verity Align paraaraisrs aad READ NOES ON MEM MUM HYMN REFERENK pArz NU 7473 rric i/Jt/2014 BEMUSE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,ands for an individual building component. Applicability of design parametersand proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is far:ldterat supportof individuatwebmembers only.Additional temporary bracing to insure stability during construction¢the responsibility of the •- `''-'-". - `, erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding - I OK fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIT Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Southern Information )ffu from Institute.vers s ree thoseStreet,feusdeive 06/01,0013 /Q3f d3 by MSC 22314. Citrus Heights,CA,95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y P Y 4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury r.= Dimensions are in ft-in-sixteenths. 114k Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orX-bracing,is always required. See BCSI. TOP CHORDS 01 „ 2. Truss bracing must be designed by an engineer.For '/164 wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I IL\111111111 p bracing should be considered. 111. 11%pr O= 3. exceed ad estackNever matereeials onthe inadequatelydesign loading bracedshown trusses.nnver O ° O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 e C6-7 cs 6 designer,erection supervisor,property owner and plates 0-1/1e. 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. 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 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR 1311,ESR 1352,ESR1988 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 �P Indicated by symbol shown and/or SYP values as published specified. bytext in the bracingsection of the by representsAWC in the 2005/2012 NDS SP represents ALSO 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 MTek®All Rights Reserved approval of an engineer. reaction section indicates joint ® number where bearings occur. 17.Install and load vertically unless Indicated otherwise. l Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable 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 DSB-89: Design Standard for Bracing. WI is not sufficient. BCSI: BuildingComponent SafetyInformation, ek 20.Design assumes manufacture in accordance with PMIT e 9 Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013