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Report 7 2, S J M'// G?i`4 . M I MiTekW MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-360 UP Fax 9161676-19iREC9 !ED 3413 BD P NOV 2 2015 CITY OF o i BUILDING D►v :;N,9 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Pacific Lumber & Truss Co.. Pages or sheets covered by this seal:R43072337 thru R43072345 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. ��4Efl P R Ore-6, �\� Nt:'IN��c9 s1o29�— 87 2PE co OREGON "P, BER ..\`'•1 OS A. HER"P EXPIRES:06/30/2015 October 22,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. It Job Truss Truss Type Qty Ply 3413 BD R43072337 PL14-360_UP F01 Floor 8 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:55:55 2014 Page 1 ID:zs2ygYHMYItL_Z1 p9y12t1 yAg??-mZkluZnJfB2pnNkfD17D5HWoxE9pBZYs091 DnHyR6o2 " 1 1-0-0 1 1 1-1-14 ii 1-2-0 110-8-611 1-2-0 1 1-2-0 II 1-2-0 1 1-2-0 ii 1-2-0 1 1-2-0 1 Scale=134.7 • 3x4= 4x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 3x6 FP= 3x4= 4x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 z Aloimkiirliahimi"../amirawN_ 4, . : dr N111,411MIWr 11 r I IIINN I I 1 .W.111W- el N b.- 9 32 31 30 29 28 27 26 25 24 23 22 21 3x4 = 4x6= 3x5 = 3x5=3x6 FP= 3x5= 3x4= 3x5 = 3x5= 4x6= 3x4 = 3x6 SP= 12-0-14 I 10-10-14 1114-14) 1 20-4-12 1 10-10-14 0-7-0 0-7-0 8-3-14 Plate Offsets(X,Y)- (12:0-1-8,Edge],(26:0-1-8,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.33 26-27 >747 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.50 Vert(TL) -0.51 26-27 >477 360 BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(TL) 0.08 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:101 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except - BOT CHORD 2x4 DF 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) 21=891/Mechanical,32=891/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1628/0,3-4=-1628/0,4-5=-2869/0,5-6=-2869/0,6-7=-3728/0,7-8=-3728/0, 8-9=-4216/0,9-10=-4216/0,10-11=-4245/0,11-12=-4245/0,12-13=-3990/0, 13-14=-3990/0,14-15=-3183/0,15-16=-3183/0,16-17=-3183/0,17-18=-1851/0, 18-19=-1851/0 BOT CHORD 31-32=0/864,30-31=0/2294,29-30=0/3343,28-29=0/4019,27-28=0/4019,26-27=0/4309, 25-26=0/4245,24-25=0/4245,23-24=0/3655,22-23=0/2578,21-22=0/991 WEBS 2-32=-1209/0,2-31=0/1071,4-31=-932/0,4-30=0/805,6-30=-664/0,6-29=0/538, 8-29=-408/0,8-27=0/281,10-26=-325/281,19-21=-1300/0,19-22=0/1127,17-22=-952/0, 17-23=0/794,14-23=-618/0,14-24=0/450,12-24=-655/57 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/I-PI 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 ,0fl PR QFF be attached to walls at their outer ends or restrained by other means. '` cn LOAD CASE(S) Standard 870 2PE - �Aj,.OREGO, ti Q�// 9O FMBER 1 r EXPIRES:06/30/2015 October 22,2014 ...... r ®IBARNI,%-Verity-denim paamotors 3.:;4 READ 83 TEE CA,MIS AND MEM ED MIMIC REFERENT 114)/K MIT 7473 rec 1,125/201BEMUSEBEMUSE.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 dunng 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/TPD 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. Carus Heights,CA,95610 If Southern Pine ISA)lumber is specked,rhe design values are those effective OS/OS/2013 by ALSC 11 Job Truss Truss Type Qty Ply 3413 BD R43072338 PL14-360_UP F02 Floor 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:55:56 2014 Page 1 ID:zs2ygYHMYttI_Z1 p9y12t1 yAg??-EIIh5unxQUAgPWJnnOeSdV3xMdSHw020dpmmJjyR6o1 I 1-0-0 I 1 1-1-10 ii 1-2-0 I 11-7-211 1-2-0 1 1-2-0 II 1-2-0 1 1-2-0 1 Scale=1:33.9 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4 = 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -do/PAW lir \lir Mr W N. \ '\ / N [?I'' 30 29 28 27 26 25 24 23 22 21 3x4 = 4x5= 3x5= 3x5= 3x5= 3x5= 3x4= 3x5= 4x6 = 3x4 = 14-2-2 1 13-0-2 10-7-03-7-2�7-0 1 19-11-4 13-0-2 5-9-2 Plate Offsets(X,Y)- (14:0-1-8,Edge(,(24:0-1-8,Edge( LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.31 24-25 >756 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.49 24-25 >482 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:99 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 30=871/Mechanical,20=871/0-4-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1588/0,3-4=-1588/0,4-5=-2786/0,5-6=-2786/0,6-7=-3608/0,7-8=-3608/0, 8-9=-4042/0,9-10=-4042/0,10-11=-4122/0,11-12=-4122/0,12-13=-3586/0, 13-14=-3586/0,14-15=-3053/0,15-16=3053/0,16-17=-1806/0,17-18=-1806/0 BOT CHORD 29-30=0/843,28-29=0/2232,27-28=0/3242,26-27=0/3871,25-26=0/4132,24-25=0/3999, 23-24=0/3586,22-23=0/3586,21-22=0/2507,20-21=0/970 WEBS 14-23=0/364,2-30=-1181/0,2-29=0/1042,4-29=-903/0,4-28=0/776,6-28=-639/0, 6-27=0/513,8-27=-367/0,12-24=-66217,18-20=-1271/0,18-21=0/1096,16-21=-919/0, 16-22=0/716,15-22=-31/252,14-22=-1052/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <<-v,vQ P R ore So \0 � LOAD CASE(S) Standard �� NG)NE -,9 /02 `r 870 2PE 9 co cv ^3?; OREGO 1 el O40 0,-, OBER r S A. HECk EXPIRES:06/30/2015 October 22,2014 4 AGFA NTt3-Ve•-'TdesignparameterssodREADNOTESONTHiSANDTht2NFEDNTTE(TtEFS,ENiiMAGEIfTTT7473mc1/20/2014BEGRFt/SE Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. MN 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 M iTek. fabrication.quality control,storage.delivery.erection and bracing,consult ANSI/TPI1 Ooaf/1y Criteria,D5B-89 and BCSI Building Component 7777 Greenback Lane,Susie 109 Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber is specked,the design values are those effective 00/01/2013 by ALSC It Job Truss Truss Type Qty Ply 341313D R43072339 PL14-360 UP F03 Floor 1 I Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego.Oregon 7.530 s 30111 2014 MiTek Industries,Inc.Tue Oct 21 15:55:58 2014 Page 1 ID:zs2ygYHMYIII_Z1 p9y12t1 yAg??-A8QRWapBy6QOegTEuRhwiw8HbR78OuDJ47FtOcyR6o? 1 1-10-8 1 1 1-7-0 1 1 1-2-0 I -1 Scale=1:38.2 3x4= 3x6=4x4= 3x4= 3x4 = 3x4= 3x4= 3x4= 3x6 FP= 3x5 = 4x5= 1 2 3 4 5 6 78 9 10 11 12 13 14 1516 17 18 19 20 • •�• / N' N" WN':® .\ 7 'N- / e / N• 0 k" 33 32 31 30 29 28 27 26 25 24 23 22 21 3x4 = 3x6 = 3x6 FP= 3x5= 3x5= 3x5= 3x5= 3x6= 4x6= 3x4 = 3x5 SP= 3x8= 14-0-14 1 2-1-8 I 12-10-14 1b-7-0-5-11 I 22.4-12 I 2-1-8 10-9-6 8-3-14 0-7-0 Plate Offsets(X,Y)— (11:0-1-8,Edge(,112:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.47 27 >569 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.73 27 >364 360 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.10 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:111 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400E 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)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-33:2x4 DF No.1&Btr(flat) REACTIONS. (Ib/size) 21=979/Mechanical,33=979/0-2-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1777/0,3-4=-3152/0,4-5=-3152/0,5-6=-4347/0,6-7=-4347/0,7-8=-5033/0, 8-9=-5033/0,9-10=-5240/0,10-11=-5240/0,11-12=-4989/0,12-13=-4602/0, 13-14=-4602/0,14-15=-3597/0,15-16=-3597/0,16-17=-3597/0,17-18=-2057/0, 18-19=-2057/0 BOT CHORD 32-33=0/1777,31-32=0/2350,30-31=0/3807,29-30=0/3807,28-29=0/4749,27-28=0/5184, 26-27=0/4989,25-26=0/4989,24-25=0/4989,23-24=0/4171,22-23=0/2888, 21-22=0/1095 1 WEBS 12-25=-28/290,2-32=0/739,2-33=-1991/0,11-27=-203/562,7-28=0/373,7-29=-527/0, 19-21=-1435/0,19-22=0/1262,17-22=-1089/0,17-23=0/930,5-29=0/707,5-31=-859/0, 3-31=0/1051,3-32=-924/0,14-23=-753/0,14-24=0/564,12-24=-839/0 NOTES • - 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. ���) PR OFFS 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)33. �� N GINE, i 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <> � F,t? 02 6)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 87022 P E 9 1' 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard 1351//16.1-4 y �Aj; OREGO, q,ozN ,pO k'41 "V -\\ On A. HER�P EXPIRES:06/30/2015 October 22,2014 A tSFhNTM3-Verify design yaameenand READ MiESONTHIS AND INCLUDED MITEKREFERENCEPAGEMEl.7473secJ,/15/1014BEME1155 Design valid for use only with MiTek connectors.This design is based only upon parameters shown and is for an individual building component. NI Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown 6 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)lumber is specified,the dodge values are those effective 06/0112013 by AtSC .1 Job Truss Truss Type Qty Ply 3413130 R43072340 PL14-360_UP F04 FLOOR 3 1_Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Od 21 15:55:59 2014 Page 1 ID:zs2ygYHMYttI_Z1 p9y12t1 yAg??-eICpkwgppPYFG_1 QS8C9F7hUgrab7JASJn?OH2yR6o_ • 1 1-4-0 1 1-4-0 1 1 1-2-0 1 1-0-0 1 1 1-2-0 I p-in-i01 1-2-0 II 1-2-0 i 1-2-0 I I 1-2-0 1 1-2-0 1 Scale=1:36.1 3x4= 4x6= 3x4 II 4x4= 3x4= 3x4= 3x4 = 3x4= 3x6 FP= 3x4= 3x4 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 \ a / \a/ !a/ /_ a/ 'a/ �o-/ F‘'- e r o VI _ m • o o e e o- e 32 31 30 29 28 27 26 25 24 23 22 21 4x5 = 3x6= 3x6 FP= 3x6= 3x5= 3x5 = 3x4= 3x5= 3x5= 3x4 = 4x6= I 2-11-0 I 21-3-0 I 2-11-0 18-4-0 ' Plate Offsets(X,Y)— (12:0-1-8,Edge],(24:0-1-8,Edge],I32:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 Vert(LL) -0.12 25 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.25 Vert(TL) -0.19 24 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.02 21 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:105 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:31-32,30-31,28-30. REACTIONS. (lb/size) 21=655/Mechanical,31=2027/0-5-8 (min.0-1-8),32=-825/Mechanical Max Uplift32=913(LC 4) Max Gray 21=656(LC 4),31=2027(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/2546,3-4=0/2546,4-5=0/648,5-6=0/648,6-7=-675/0,7-8=-675/0,8-9=-1611/0, 9-10=-1611/0,10-11=-2163/0,11-12=-2163/0,12-13=-2325/0,13-14=-2325/0, 14-15=-2077/0,15-16=-2077/0,16-17=-2077/0,17-18=-1298/0,18-19=-1298/0 BOT CHORD 31-32=-1244/0,30-31=-1452/0,27-28=0/1188,26-27=0/1933,25-26=0/2325, 24-25=0/2325,23-24=0/2268,22-23=0/1747,21-22=0/715 WEBS 2-32=0/1552,2-31=-1691/0,12-26=428/65,10-26=0/322,10-27=453/0,8-27=0/592, 8-28=-719/0,6-28=0/861,6-30=-985/0,4-30=0/1125,4-31=-1399/0,19-21=937/0, 19-22=0/764,17-22=-589/0,17-23=0/433,14-23=-281/0,14-24=-135/300 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ���0 PR OFFS 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. ��\,, CGN�'(NEL ,7- 6)CAUTION,Do not erect truss backwards. -9 87022P,LOAD CASE(S) Standard / • i 7 SAT OR GON q.?' ,.,41./ 90 ccs$ER 11' r . OS A. H - EXPIRES:06/30/2015 October 22,2014 1 _ t A WARNTf#5-Verity design paramesrs and READ Ns IES CN MS AND ma MED MITEX FEFEFiEM E PAGE MITT7.73 reit 11.25/2014 Rff0REtISr • Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Pail l 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/7911 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 Heights,CA,95610 If Southern Pine ISD]lumber is specified,the design values are Those effective 061031201.3 by ALSC N Job Truss Truss Type Qty Ply 3413 BD R43072341 PL14-360 UP F05 Floor B 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MITek Industries,Inc.Tue Oct 21 15:56:01 2014 Page 1 ID:zs2ygYHMYItI_Z1 p9y12t1 yAg??-bj5a9cr3F1 pyV IBpZZEdKYmI?e9PbGXIm5UXzxyR6ny �tA1 1 1 1-0-0 I O -2 P-7-211 1-2-0 1 1-2-0 I I 1-2-0 1 1-2-0 1 Scale=1:36.4 4x4= 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4 = 3x4 = 455= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 f." v e •y 1:'S A/ \ /\://P ‘\ / \ /\ / \ /"‘ \ 7 /a N " •a e e 9 Z. 35 34 33 32 31 30 29 28 27 26 25 24 23 3x4= 4x6= 3x6=3x6 FP=3x5= 3x5= 3x5= 3x5= 4x4= 3x5= 4x6 = 3x4 = 1.5x4 SP= 15-6-14 I 14-4-14 11-11-1 1 21-4-0 I 14-4-14 0-7-0 7-0 5-9-2 Plate Offsets(X,Y)- 117:0-1-8,Edge1,127:0-1-8,Edgel LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.40 29 >641 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.68 Vert(TL) -0.62 29 >410 360 BCLL 0.0 Rep Stress Incl YES WB 0.60 Horz(TL) 0.09 23 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:107 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) 23=933/0-4-4 (min.0-1-8),35=933/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1712/0,3-4=-1712/0,4-5=-3036/0,5-6=-3036/0,6-7=-3981/0,7-8=-3981/0, 8-9=-4547/0,9-10=-4547/0,10-11=-4727/0,11-12=4727/0,12-13=4554/0, 13-14=4554/0,14-15=4554/0,15-16=-3935/0,16-17=-3935/0,17-18=-3339/0, 18-19=-3339/0,19-20=-1950/0,20-21=-1950/0 BOT CHORD 34-35=0/905,33-34=0/2419,32-33=0/3553,31-32=0/3553,30-31=0/4309,29-30=0/4682, 28-29=0/4688,27-28=0/4254,26-27=0/3935,25-26=0/3935,24-25=0/2723,23-24=0/1042 WEBS 16-27=0/550,17-26=0/389,2-35=-1268/0,2-34=0/1130,4-34=-990/0,4-33=0/864, 6-33=-724/0,6-31=0/598,8-31=460/0,8-30=0/334,12-28=-255/55,15-28=0/498, 15-27=-885/0,21-23=-1366/0,21-24=0/1190,19-24=1014/0,19-25=0/807, 18-25=-20/270,17-25=-1150/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �R�O PR OFes 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be '` s attached to walls at their outer ends or restrained by other means. ���� .1�N�1NEF:9 2-7 LOAD CASE(S) Standard 87022PE r 5.y( ...• Aj.OREG•N rye Off(/ 9OOc�/LjBER N1 Q�. . S A- He EXPIRES:06/30/2015 October 22,2014 tt ®WARNIM3-Verity design garamuers and READ NO TES ON TMS AND MIMED MI1E.K REFERENCE PAGE MIL 7473(et 1,125120.14 BF-MELSE Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. _ Applicabifly 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 IYI-Tek- 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 QuaOty Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern Pine ISP)lumber is specified,the design values are those effective 06/01/2013 tryALSC I Job Truss Truss Type Qty Ply 3413 BD R43072342 PL14-360_UP F06 Floor 3 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:56:02 2014 Page 1 ID:zs2ygYHMYItl_Z1 p9y12t1 yAg??-3vfyMysi?Kxp7Rm?7HIstmIxT2WZKe2u?ID4WNyR6nx 1 1-10-8 IO' 'i 2-6-0 I I 1-2-0 0]1:(10 0r3 Scale=1:38.5 3x6 FP= 4x5= 5x16= 3x4= 3x4= 3x5= 304 II 1 2 3 4 5 6 7 8 9 10 11 12 13 e ► - 22 21 20 19 18 17 16 15 14 5x6= 4x6 = 3x8= 3x6= 3x4 = 4x8= 3x4= 3x6 FP= 14-0-14 9-7-0 $8 22-7-8 1 2-1-8 2-I-O 12-10-14 1�i�1 I 1 2 10-1-8 2-11-0 I 2-1-8 0--8 10-7-14 0-7-0 Plate Offsets(X,Y)— [7:0-1-8,Edge],[10:0-2-0,Edge],[16:0-1-8,Edgel,[22:Edge,0-1-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.17 18-19 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.27 18-19 >786 360 - BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) -0.01 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:106 lb FT=0%F,0%E LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat)"Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-22:2x4 DF No.1&Btr(flat) REACTIONS. (lb/size) 14=-258/0-2-12 (min.0-1-8),22=-996/0-2-4 (min.0-1-8),21=2003/0-5-8 (min.0-1-8),15=1230/0-5-8 (min.0-1-8) Max Uplift 14=-350(LC 6),22=-1061(LC 6) Max Gray 14=15(LC 5),21=2006(LC 3),15=1231(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/2107,5-6=-1588/0,6-7=-1588/0,7-8=-1384/0,8-9=-1384/0,9-10=-1384/0, 10-11=0/1084,11-12=0/1077 BOT CHORD 21-22=-2107/0,20-21=-1778/0,19-20=0/969,18-19=0/1384,17-18=0/1384, 16-17=0/1384,15-16=0/357,14-15=-919/0 WEBS 2-21=-1183/0,2-22=0/2360,7-19=0/341,6-19=-269/0,5-19=0/669,5-20=-1175/0, 3-20=0/1787,3-21=-921/0,10-15=-1540/0,10-16=0/1112,9-16=-375/0,12-14=0/992, 12-15=-534/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. • 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14,22. 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ��0 P R Pie, 5)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement ��� G]N� ss/ at the bearings.Building designer must provide for uplift reactions indicated. 'Z CGN ,9 O2 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. 87022P E '9 r" 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard (n >" 7 •0?, OREG•N etv t, �O ccti18 ER \1' On A. Heck EXPIRES:06/30/2015 October 22,2014 ®WA.RNTM'-Verity design paean*firsand READ AOITS ONTHIS'ANC moo/gnu kEFE.0EMEPAGE Ma7473ret 1/.'5/2P1488085USE Design valid for use only with MTek connectors.Thin design o based only upon parameters shown.and is for an individual building component. l Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown p p iTek- b 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 M fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/TPI1 Googly Criteria,058.89 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 ISO)lumber is specified,the design values are those effective 05/01/101.3 by AtSC A Job Truss Truss Type Qty Ply 3413 BD R43072343 PL14-360_UP F07 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:56:03 2014 Page 1 ID:zs2ygYHMYItl Z1p9y12tlyAg??-X5DKZItKme3glbLBh_G5Pzr7ASrY3Bf2EPze2pyR6nw 1 1-2-0 1 Ertl 1-2-0 I Scale=1:34.3 4x4= 3x4 = 3x4 = 3x4= 3x4= 4x4= 3x4=3x6 FP=3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 17 18 19 • ,er er ��'o 31 30 29 28 27 26 25 24 23 22 21 20 3x4 = 4x6= 3x5= 3x6 FP= 3x5= 3x5= 4x5= 3x5= 4x6= 3x4 = 1.5x4 SP= 14+14 I 13-2-14 1p-9-1411 1 20-2-0 1 13-2-11 7-0 7-0 5-9-2 Plate Offsets(X,Y)- [12:0-1-8,Edge],[13:0-1-8,Edgej LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 IC 0.41 Vert(LL) -0.32 26 >750 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.50 26 >480 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:99 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except _ BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=881/0-4-4 (min.0-1-8),31=881/0-2-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1828/0,3-4=-1828/0,4-5=-3135/0,5-6=-3135/0,6-7=-3937/0,7-8=-3937/0, 8-9=-4227/0,9-10=-4227/0,10-11=-4040/0,11-12=-4040/0,12-13=-3625/0, 13-14=-3103/0,14-15=-3103/0,15-16=-3103/0,16-17=-1829/0,17-18=-1829/0 BOT CHORD 30-31=0/980,29-30=0/2541,28-29=0/3595,27-28=0/3595,26-27=0/4141,25-26=0/4181, 24-25=0/3625,23-24=0/3625,22-23=0/3625,21-22=0/2542,20-21=0/981 WEBS 12-24=-340/0,13-23=0/377,2-31=-1284/0,2-30=0/1112,4-30=-935/0,4-29=0/778, 6-29=-603/0,6-27=0/448,8-27=-267/0,10-25=-256/66,11-25=-273/0,12-25=0/792, 18-20=-1287/0,18-21=0/1111,16-21=-934/0,16-22=0/735,13-22=-1024/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)31. - 4)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ,5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to ��R PR Fss be attached to walls at their outer ends or restrained by other means. �� 0p LOADCASE(S) Standard ��\� �NG)NEF9 1Q2-7 870 2PE N of SAT OREGO., /�OWN On 48ER '\\ ' OS A, HE?' EXPIRES:06/30/2015 October 22,2014 4 4 ®WATNWT-Verity design parameren and READ hO TES ON 7NISAND Ih217550 FIIIEKREFEIISNCE SAGE MIT 7473 ret J/15/2MISPEWtUSE Design valid for use only with Welt connectors.This design is based only upon parameters shown,and is for an individual budding component. , Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek.iTek- fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPIl Qualily 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 ISP)lumber it specked,the design values are Those effective 06/02/2012 byALSC 1 Job Truss Truss Type Oty Ply 3413 BD R43072344 PL14-360_UP FOB Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:56:04 2014 Page 1 ID:zs2ygYHMYItl_Z1 p9y12t1 yAg??-?HnineuyXyBXMIwOEhoKyBOLSsFRoXPBS2iBaFyR6nv 1 1-10-12 I ft1r1-14111-0-0 1 1 1-2-0 II 1-410 1 1-3.0 II 1-3-0 1 1-3-0 1 1 1-11-8 I Scale=1:37.0 354= 4512= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 354 = 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 4f- 32 A y o7 keV N. [:C--L----------Qe�j, e e s e N 31 30 29 28 27 26 25 24 23 22 21 20 4x6 = 3x4 II 455= 356 FP= 355= 3x5= 3x5= 3x4= 356= 356 = 3x5= 355= 14-1-2 1 2-1-12 I 12-r1-2 )3.6-2l I 19-7-4 I 21-9-12 1 2-1-12 10-9-6 b-7--0 7-O 5-6-2 2-2-8 Plate Offsets(X,Y)— 112:0-1-8,Edge1,118:0-3-0,Edgel,[23:0-1-8,Edgel,[32:Edge,0-1-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.10 24-25 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.34 Vert(TL) -0.16 24-25 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.01 21 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:109 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 6-0-0 oc bracing. REACTIONS. (lb/size) 20=-565/0-3-12 (min.0-1-8),31=1786/0-5-8 (min.0-1-8),21=1495/0-5-8 (min.0-1-8),32=-809/0-4-8 (min.0-1-8) Max Uplift20=-631(LC 6),32=-873(LC 6) Max Gray 31=1788(LC 3),21=1497(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/1020,3-4=0/1020,6-7=-1076/0,7-8=-1076/0,8-9=-1543/0,9-10=-1543/0, 10-11=-1662/0,11-12=-1662/0,12-13=-1391/0,13-14=-1391/0,14-15=-269/0, 15-16=-269/0,16-17=-269/0,17-18=0/1309 BOT CHORD 31-32=-1722/0,30-31=-1766/0,29-30=-347/0,28-29=-347/0,27-28=0/698, 26-27=0/1354,25-26=0/1633,24-25=0/1391,23-24=0/1391,22-23=0/821,21-22=-460/0, 20-21=-1309/0 WEBS 13-23=-281/0,2-31=-1742/0,18-21=-824/0,2-32=0/1930,12-25=-35/470,8-26=0/266, 8-27=-389/0,17-21=-1081/0,17-22=0/911,18-20=0/1456,6-27=0/531,6-28=-658/0, 4-28=0/800,4-3D=-943/0,2-30=0/1035,14-22=-718/0,14-23=0/725 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. (CP R QFF1S 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 (••••-41) Co s be attached to walls at their outer ends or restrained by other means. �. 5 /05)CAUTION,Do not erect truss backwards. -57 LOADCASE(S) StandardS. 87022PE 7 'oj; OREG•N rP 4/ 9SMBER 1.\ \-- A.A. HER EXPIRES:06/30/2015 October 22,2014 8 f A 10.ANTMI-Vera).design patamemrs and READ AG 7ES Gil TN:S AND r;N'S.i/SED HIM REFERENCE PAGE XIT.7473 mu 1/25/2014 BE DREt/S£ Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for on 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 s the respornibillity of the MiTek. I erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding �piTek fabrication,quality control.storage,delivery.erection and bracing.consult ANSI/TPI1 Qualtty Criteria.D5B-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute.781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine ISP)lumber it epetified,the design values are those eftestive 06/01/2013 by ALSC li Job Truss Truss Type Qty Ply 3413 BD R43072345 PL14-360_UP F09 Floor 1 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 21 15:56:06 2014 Page 1 ID:zs2ygYHMYItL_Z1 p9y12t1 yAg??-xgvTCJvC3ZRFc34mM6go1 cTdXfsdFXyUwMBIf8yR6nt 1 1-0-0 1 1 1-0-10 1 1 1-2-0 1 FI-7-211 1-2-0 1 1-2-0 ii 1-2-0 11-2-0 1 Scale=1:35.8 304=- 04 4x4= 3x4= 3x4= 304= 354= 354= 304= 3x4= 3x6 FP= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 \VS.M11111karz ... 1311M161341=1111"341Matm - -6'\ ANA 22. . 34 33 32 31 30 29 28 27 26 25 24 23 3x4 = 4x6= 306 FP= 3x5= 305= 305= 306= 3x5= 406 = 304 -=- 1.504 1.5x4 SP= 3x6= 15-2-10 I 14-0-10 114-7-19 I 20-11-12 1 14-0-10 0-7-0 0-7-0 5-9-2 Plate Offsets(X,Y)— )14:0-1-8,Edge),(15:0-1-8,Edge) LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.38 28 >667 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.67 Vert(TL) -0.59 28 >427 360 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.08 22 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:105 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except - BOT CHORD 2x4 DF 2400F 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 22=917/0-4-4 (min.0-1-8),34=917/0-3-12 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1681/0,3-4=-1681/0,4-5=-2973/0,5-6=-2973/0,6-7=-3886/0,7-8=-3886/0, 8-9=-4421/0,9-10=-4421/0,10-11=-4572/0,11-12=-4572/0,12-13=4395/0, 13-14=4395/0,14-15=-3852/0,15-16=-3266/0,16-17=-3266/0,17-18=-3266/0, 18-19=-1914/0,19-20=-1914/0 BOT CHORD 33-34=0/890,32-33=0/2372,31-32=0/3474,30-31=0/3474,29-30=0/4199,28-29=0/4540, 27-28=0/4507,26-27=0/3852,25-26=0/3852,24-25=0/3852,23-24=0/2668,22-23=0/1024 WEBS 14-26=-316/0,15-25=0/423,2-34=-1246/0,2-33=0/1107,4-33=-968/0,4-32=0/842, 6-32=-702/0,6-30=0/576,8-30=438/0,8-29=0/312,13-27=257/0,14-27=0/843, 20-22=-1342/0,20-23=0/1166,18-23=-989/0,18-24=0/784,16-24=-25/257, 15-24=-1135/0 NOTES- , 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.503 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to la G) PR OFFeS be attached to walls at their outer ends or restrained by other means. "<('S' cr LOAD CASE(S) Standard �c� -((,. INE7 Xif. Cc 870 2PE f yco ^ /V •�'0j.OREG N (19 ,..,44/ 9O ccMBER \1 r On A. HE��P EXPIRES:06/30/2015 October 22,2014 4f ®4FASN1??-Verty design parameo rs and READ 040175 ON TH15 AND MIMED KI10K FEFERf0K PAGE 1411.7473 fres I/25/2014 EWE USE 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 _ B for lateral support of individual web members onty.Additional temporary bracing to insure stability during construction is the responsibilliy of the Mirek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding " fabrication.qualify control,storage,defrvery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 1f Southern Pine(SP)lumber it specified,the design values are theta effective 06/01/201.3 by/USG Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 1 /4 s " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. ii‘bi, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-1/16" wide truss spacing,individual lateral braces themselves p may require bracing,or alternative Tor I p bracing should be considered. ■_ , O 3. Never exceed the design loading shown and never ILliplyliti a- stack materials on inadequately braced trusses. OF.- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7 e co-? cs v Or designer,erection supervisor,property owner and plates 0 'a' 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 I. 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. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Plne lumber designations are as follows: in all respects,equal to or better than that i� Indicated bysymbol shown and/or SYP represents values as published specified. 411l �i y by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. I Indicates location where bearings • 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. tM reaction section indicates jointIllaralli number where bearings occur. 17.Install and load vertically unless indicated otherwise. 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: MI ANSI/TPII: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. ®Te ke BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 s