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Plans (20) r► f MiTek° v�si,,N 2 7 ,f13 .� a' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL13-290_UP_H Fax 916/676-1909 2610 BC 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:R42684373 thru R42684384 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. � 0 PROPe, � 5 GINE l•/off` 87 2PE ctiN y 1Cs'43,), OREGON ti,O� fit?0 '11BER AN 4 '9 A. H P EXPIRES:06/30/2015 August 25,2014 Hernandez,Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply 2610 BC R42684373 PL11290_UP_H Pot Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 5 Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:38 2014 Page 1 ID:_egh?ek1 p1 OgFEQgnUa1 oSyJt2m-xz31NiD3wNn_Oyv15i5aF?3X)?yGp7nF6fznNMykJbR I 2-6-0 1 F5-41 I 1-2-0 1 1 0-11-8 1 I 1-2-0 1 1 2-1-0 I Scale=1:28.5 3x5= 3x4= 3x4= 3x5= 3x4= 1 2 3 4 5 6 7 8 9 10 e e • e _ e e • e • • N \ \ N e e e e e 1 17 18 15 14 13 1e2 3x4= 3x8 = 354= 3x8= 3x4= 8-10-12 14-5-12 I 8-2-4 B- 19-5-12 1 13-3-12 ip-10-121 I 16-9-12 I 8-2-4 0- 2 0-7-0 3-10-0 0-7-0 0-7-0 2-4-0 0-7-0 Plate Offsets(X,Y): [6:0-1-8,Edge],[8:0-1-8,Edge],19:0-1-8,Edge],[16:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.28 13-14 >719 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.44 13-14 >460 360 BCLL 0.0 Rep Stress lncr YES WB 0.67 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:76 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: 2-2-0 oc bracing:13-14. REACTIONS (lb/size) 18=734/0-4-4 (min.0-1-8),11=734/0-4-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2547/0,3-4=-2547/0,4-5=-2895/0,5-6=-2895/0,6-7=-2851/0,7-8=-2851/0,8-9=-1674/0 BOT CHORD 17-18=0/1557,16-17=0/2931,15-16=0/2895,14-15=0/2895,13-14=0/1674,12-13=0/1674,11-12=0/1674 WEBS 8-13=-324/0,9-12=0/347,2-18=-1680/0,2-17=0/1069,4-17=415/0,4-16=-302/0,8-14=0/1312,7-14=-294/0, 6-14=-352/0,9-11=-1851/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard �p'to PRdt cc , 4�c3)NE�� s,q 870 2PE y,, OREG0 clk /c qct✓ A. HE. EXPIRES:06/30/2015 August 25,2014 4 t ®WAR51,M3 Verify dello pafarneters sod READ MITES ON THIS NC MIMED HPTEYR€F_ERENCE PAGE Ha 7473 rex 1/1S/2fl0REEO/1E1155 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 Mil 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 BNi fabrication.quality control,storage,defrvery,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 if Saarctseon Moo OP)lumber is sp.ncilfund,the threw vskses are those eductive DG/01 j2013 byA SC 0 Job Truss Truss Type Qty Ply 2610 BC R42684374 PL13-290_UP_H F02 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:39 2014 Page 1 ID:_egh?ek1p10gFEQgnUatoSyJt2m-P9d7b2Ehhhvrd5UUeQcpoDbmgPMtYcgOLJiKwoykJbQ 1 1-0-0 1 I0-&411 1-2-0 11 1-8-8 11 1-9-0 11 1-2-0 11 1-4-4 I1 1-8-0 1 1-6-0 1 Scale=1:32.7 4x4= 304= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5= 1 2 3 4< <A: 6 10 11 12 13 14 15 16 • • :5L: /I_\ I 72 0 0 N Er 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 355= 3x5= 3x4= 3x6= 3x8= 3x4= 9-5-12 14-5-12 I 8-3-12 9-10-121 1 13-3-12 1?-10-9 1 19-2-8 8-3-12 0-7-0 0-7-0 3-10-0 0-7-0 0-7-0 4-8-12 Plate Offsets(X,Y): [10:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge],[23:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.45 Vert(LL) -0.29 21-22 >780 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.46 21-22 >499 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.06 17 n/a n/a BCDL 5.0 Code IBC2012/iP12007 (Matrix) Weight 92 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) 27=839/0-4-4 (min.0-1-8),17=839/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1522/0,3-4=-1522/0,4-5=-2658/0,5-6=-2658/0,6-7=-3409/0,7-8=3409/0, 8-9=-3795/0,9-10=-3795/0,10-11=3782/0,11-12=3782/0,12-13=3057/0, 13-14=-2065/0,14-15=-2065/0 BOT CHORD 26-27=0/810,25-26=0/2135,24-25=0/3077,23-24=0/3646,22-23=0/3795,21-22=0/3795, 20-21=0/3057,19-20=0/3057,18-19=0/3057,17-18=0/1161 WEBS 9-23=-273/0,12-20=-282/0,13-19=0/322,2-27=-1135/0,2-26=0/997,4-26=-858/0, 4-25=0/732,6-25=-587/0,6-24=0/465,8-24=-391/0,8-23=0/493,12-21=0/929, 11-21=-270/0,10-21=-107/281,15-17=-1396/0,15-18=0/1086,13-18=-1239/0 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. ��t0 PR Ore LOAD CASE(S) Standard ,�NGINE-k- !o 870 2PEr 7 N >N �A� ©REGsN ct�' I� "�O F4$ER \\ �9 s A. i- EXPIRES:06/30/2015 August 25,2014 A it4R51M3-Way daign pararamtcrs and Rc"A1l MIS ON MIS AND MIMED NIT€KREFERENCE PAGE MIJ.7473 rex 1,/29/2015BER7f9€(J 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 .B erector.Additional permanent bracing of the overallslructure is the responsibility of the building designer.For general guidance regarding IYBMTekR - fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPti QualIly Criteria,008-89 and SCSI BuIding Component Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights,CA,ss610 II Southern Piato(SP)lumber is>;pentruit t,tludtalgerua&ios are:ttrera actissa06/a31�#2.3 byA SC y Job Truss Truss Type Qty Ply 2610 BC 842684375 PL13290_UP_H F03 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:39 2014 Page 1 ID:_egh?eklp1OgFEQgnUaloSyJt2m-P9d7b2Ehhhvrd5UUeQcpoDbrBPV_YjiOLJiKwoykJbQ I 1-3-15 I I 1-2-0 1 I 0-5-1 1 2-6-0 I Scale=1:11.4 3x4= 11.5x3 II 2 3 1.5x3 II 4 3x4= 51.5x3 II Vee = • b / 9N 1.5x3 II 3x4= 9'k 8 7 6 3x4= 3x4= I 1-6-15 2-1-15 I 2-8-15 2110-7 5-11-0 I 1-6-15 0-7-0 0-7-0 0-1-8 3-0-9 Plate Offsets(X,Y): [2:0-1-8,Edae),[7:0-1-8,Edgel LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.02 6-7 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.12 Vert(TL) -0.03 6-7 >999 360 BCLL 0.0 Rep Stress Inc- YES WB 0.11 Horz(TL) 0.00 6 n/a n/a Weight:28 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TPI2007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 5-11-0 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=255/Mechanical,6=255/0-1-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-317/0,3-4=-317/0 BOT CHORD 8-9=0/317,7-8=0/317,6-7=0/390 WEBS 2-9=-391/0,4-6=-421/0 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)6. 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. LOAD CASE(S) Standard ti00PROres „� �Gv. IIVEE'ci� "©v 870 2PE c5. ' x GAti 7. J`OREGON a Q1 #P k•44, BER1� P SA. Heck EXPIRES:06/30/2015 August 25,2014 4rr. , ®WARM/-treaydesign'.atame ters and REAP)i MESON THIS mute HITEK fEFEF€I MESE HI7 7473 orb 1/29/26r14BfF0lE1/SE Design valid for use only with Wick 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 shown11111 _.. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily of the Mitek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/7P11 Quality Criteria,058-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely If Bet (there Pine Information available l ailmab Ir isfrom spec ,atheInstitute,values ettreseeeeffective 06101/2013 01 f 13 by AiSC 22314. Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 2610 BC PL13-290_UP_H F04 FLOOR 5 1 R42684376 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:40 2014 Page 1 ID:_egh?eklp1OgFEQgnUaloSyJt2m-uLBVoOFJS_1iFF3hC782KQ8?NpsoHBhYazSuSEykJbP 2-2-4 1 3x4= 2 1.5x3 II Scale=1:8.8 G � ^ N 4 3 1.5x3 II 3x4= 2-5-4 I 2-5-4 LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 4 '""" 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 3-4 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:12 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-5-4 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=102/Mechanical,3=102/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard I. �GI E�9 /p 87022PE f to % OREGO ti=' aeR ` A. i— EXPIRES:06/30/2015 August 25,2014 4 _ e A kFAMM-Verifir�teaign parameters anti READ I TES ON THIS AND L ETT HITE f REFERENt7 Mi 7 473 rex:`Z9J2/r14BE US? Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the A�;� 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 ANSITrPI1 Quality Criteda,DSB-89 and BCSI Building Component 7771 iQnb� Safely information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. 7777 Greenback Lane,Suite 109 Citrus Heights.CA,95610 If-Southern Pine tsv)Lumber is cifed.the design artues arae-Mase effective?%/!33,(2651.3 byA15C Job Truss Truss Type Qty Ply 2610 BC R42684377 PL13-290_UP_H F05 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:41 2014 Page 1 �p..� ID:_egh?ekl p1 OgFEQgnUal oSyJt2m-MXItOkGxCIAZtPetmgfHteg57C2VOTBhocBR_hykJllO 1 1-0-0 I t'-`-_1 1-2-0 I I 1-5-8 ii 2-0-0 1 1 7-2-0 1 1 2-3-8 I 2-6-0 I Scale=1:33.2 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 0. 24 / .� 1 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x5= 3x4= 9-5-12 1 14-5-12 3-3-12 1 8-3-12 81-10-12(0-7-0 1,0-7-0 0-7-01 13-10-0 110.7-0 I0-7-01 19-6-4 � 1 8-3-12 Plate Offsets(X,Y): [10:0-1-8,Edge],[12:0-1-8,Edge],[17:0-1-8,Edge],[21:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.34 18-19 >683 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.53 18-19 >442 360 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.07 16 n/a n/a Weight:92 lb FT=0%F,0%EBCDL 5.0 Code IBC2012/TP12007 (Matrix) 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) 25=853/0-4-4 (min.0-1-8),16=853/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1550/0,3-4=1550/0,4-5=-2714/0,5-6=-2714/0,6-7=3493/0,7-8=-3493/0, 8-9=-3907/0,9-10=-3907/0,10-11=3977/0,11-12=3977/0,12-13=-3210/0, 13-14=-3210/0 BOT CHORD 24-25=0/824,23-24=0/2177,22-23=0/3147,21-22=0/3744,20-21=0/3907,19-20=0/3907, 18-19=0/3210,17-18=0/3210,16-17=0/1855 WEBS 9-21=-285/0,12-18=-260/0,13-17=396/0,2-25=-1155/0,2-24=0/1016,424=-878/0, 4-23=0/751,6-23=-607/0,6-22=0/485,8-22=-407/0,8-21=0/512,12-19=0/987, 11-19=-290/0,10-19=-9/349,14-16=-2002/0,14-17=0/1482 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)16. 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 ��� PR�FF be attached to walls at their outer ends or restrained by other means. LOAD CASE(B) Standard �? '7 87022PE t' WN � \SoREo1 BER 1N'� EXPIRES:06/30/2015 August 25,2014 A vrARNIM5 Verify design paramctrrs sod READ 10 TES OH MIS AND MIXED HITExREFERENCE ACE HIS 7473 rex 1,92512M BfO.WEUSE Design valid for use only with MiTek connectors.This design a based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown a for lateral support of individual web members only.Additional temporary bracing to insure stability during construction a the responsibillity of the ■A'T�1.' 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/V11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 1lSeu Ithem.Pine eFS,P)lailarmberehome nine nfesilisrnuBaSues are tirse e%Suite c+3ctive 06/011201.5 bkrALSC4 Citrus Heights,CA,95610 Job Truss Truss Type Qty Ply 2610 BC R42684378 PL13-290_UP_H F06 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Tniss Co.. Lake Oswego,Oregon 7.430 s Jul 25 201.3 MiTek Industries,Inc.Mon Aug 25 09:49:42 2014 Pagel ID:_egh?ek1 p10gFEQgnUa1 oSyJt2m-gkJGD3GazcIQUZD3KYAtM]rDG?cNUIzTr1 Gx_W7ykJbN 1 1-0.0 1 10-8-4I I 1-2-0 ii 1-&8 ii 1-9-0 ii 1-2-0 ii 1-5-8 ii 1-6-0 1 1-6-0 1 Scale=1:32.9 454 = 3x4= 3x4= 3x4= 3x4= 3x4 = 3x4= 3x5= Y * ;3 4 7 8 9 10 11 12 13 14 15 16 • e e e a _ le \ / ! ° e 26 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 354= 9-5-12 14-5-12 I 8-3-12 9-10-1 1 13-3-12 110-9 1 19-3-12 1 8-3-12 0-7-0 0-7-0 3-10-0 7-0 0-7-0 4-10-0 Plate Offsets(X,V): (10:0-1-8,Edge],f12:0-1-8,Edge],113:0-1-8,Edgel,]23:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 Vert(LL) -0.30 21-22 >768 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.47 21-22 >491 360 BOLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.06 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:93 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=844/0-4-4 (min.0-1-8),17=844/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1531/0,3-4=-1531/0,4-5=-2676/0,5-6=-2676/0,6-7=-3437/0,7-8=-3437/0, 8-9=-3834/0,9-10=-3834/0,10-11=-3833/0,11-12=-3833/0,12-13=-3115/0, 13-14=-2080/0,14-15=-2080/0 BOT CHORD 26-27=0/815,25-26=0/2149,24-25=0/3100,23-24=0/3679,22-23=0/3834,21-22=0/3834, 20-21=0/3115,19-20=0/3115,18-19=0/3115,17-18=0/1168 WEBS 9-23=-278/0,12-20=-281/0,13-19=0/312,2-27=-1141/0,2-26=0/1003,4-26=-865/0, 4-25=0/738,6-25=-594/0,6-24=0/472,8-24=-397/0,8-23=0/502,12-21=0/925, 11-21=-271/0,10-21=-97/292,15-17=-1403/0,15-18=0/1097,13-18=-1261/0 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. tO PR OreScS' LOAD CASE(S) Standard ENGIN • ' z 8 $ 2PE r r y �Al OREGO (t©Qtly '5��, cr4rER S\ EXPIRES:06/30/2015 August 25,2014 it ®WARNMS-Verify deign parar trrs and READ F WES ON THIS APE ISF CUED N11EK REFERENCE PACZ HII-7473 rex 1J19/261&ribCiTEU USE Design valid for use only with Mitek connectors.This design is based only upon parameters shown.and is for an individual building ET component. " Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown - -a foriateral 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'- 9p{I el( fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPIl QuaIBy Criteria,DS6-89 and SCSI Budding Component 7777 Greenback Lane,Suite 109 Safely Informalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 if Southern.Fane$SP)laarslsesss cified,the design verities are those el9ertive 06/0112013 hyA SC Job Truss Truss Type Qty Ply 2610 BC R42684379 PL13-290_UP_H F07 Floor 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MTek Industries,Inc.Mon Aug 25 09:49:42 2014 Page 1 ID:_egh?ek1 p1 OgFEQgnUa1 oSyJt2m-gkJGD3GazcIQUZD3KYAWC1rDLNcV013Dr1 Gx_W7ykJbN I 0-9-12 I I 9-6-0 I Scale=1:11.9 1 3x4= 21.5x3 II 3 3x4= 41.5x3 II • • e e _ 0 4 4 4 X e 3x6= 7 6 1.5x3 II 3x4= I 6-2-4 I 6-2-4 LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.00 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.00 5 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) 7=267/Mechanical,5=267/0-4-4 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-284/0 BOT CHORD 5-6=0/416 WEBS 3-5=-449/0,1-6=0/373 NOTES 1)Refer to girder(s)for truss to truss connections. 2)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ti�E. PR OFFS 87022P r" i CV >— N A�FRGONf1 ' 4/ - 'OBER A. HE EXPIRES:06/3012015 August 25,2014 4 ®WARNI1C..Verify-deign pa:ameasrssad READ ICTES ONTHIS AND mama MT1EKR€€€R€fK2PAGE MT77473set T/25/2014DE itEfiS€ Design valid for use only with MiTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. �Y Applicability of design parameters and proper incorporation of component u responsibility of building designer-not truss designer.Bracing shown u for lateral support of individual web members only.Additional temporary bracing to insure stability during construction u the resporsibillity of the - - T Qk� --- 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/TPIt Quality Crileda,D5B-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 5esryhern.Pirre$SP)(umber is specifier&rise sledge wham areelf esave /e1i2o3.s by ALSC Job Truss Truss Type Oty Ply 2610 BC R42684380 PL13-290_UP_H F08 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:43 2014 Page 1 ID:_egh?ek1 p1 OgFEQgnUa1 oSyJt2m-IwseRPHCkvQH6joGtFhly3mSvOnLUQu_GwgY3ZykJbM 1 1-0-0 1 p-7-8II1-2-0 II 1-8-8 II 1-9-0 II 1-2-0 II 1-58 II 1-6-0 1 1-6-0 1 Scale=1:32.8 454= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x5= 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 e • e e e • o • e a e _ ei e e e 26 25 24 23 22 21 20 19 18 17 3x4= 4x5= 3x5= 3x5= 3x4= 3x6= 3x8= 3x4= 14-5-0 I 8-3-0 p-10-0 5-01 13-3-0 113-10-01 1 19-3-0 1 8-3-0 0-7-0 b-7-0 3-10-0 0-7-0 0-7-0 4-10-0 Plate Offsets(X,Y): [10:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge],[23:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 045 Vert(LL) -0.21 20-21 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.42 Vert(TL) -0.33 20-21 >705 360 BCLL 0.0 Rep Stress lncr YES WB 0.55 Horz(TL) 0.00 n/a n/a BCDL 5.0 Code IBC20121 TP12007 (Matrix) Weight:93 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:26-27,25-26,17-18. REACTIONS (lb/size) 27=841/0-3-8 (min.0-1-8),17=841/Mechanical,17=841/Mechanical Max Horz 27=2601(LC 1),17=-2601(LC 1),17=-2601(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1525/0,3-4=-1525/0,4-5=-2663/0,5-6=-2663/0,6-7=-3417/0,7-8=-3417/0, 8-9=-3816/0,9-10=-3816/0,10-11=-3806/0,11-12=3806/0,12-13=-3114/0, 13-14=-2070/0,1415=-2070/0 BOT CHORD 26-27=-1776/0,25-26=-647/0,24-25=0/601,23-24=0/1097,22-23=0/1216,21-22=0/1216, 20-21=0/684,19-20=0/684,18-19=0/684,17-18=-1471/0 WEBS 9-23=-284/0,12-20=-274/0,13-19=0/311,2-27=-1155/0,2-26=0/980,426=-884/0, 4-25=0/711,6-25=612/0,6-24=0/444,8-24=-418/0,8-23=0/500,12-21=0/900, 11-21=-264/0,10-21=-106/282,15-17=-1412/0,15-18=0/1076,13-18=-1269/0 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)Non Standard bearing condition. Review required. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Aco PRO ." 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 A(- '-IN �f, be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 8 • 2PE r 0 / 7 C'O�, OREGO ti) 4 N O F/y$ER 4, �� ©SA. NRP EXPIRES:06/30/2015 August 25,2014 4 At [mpir,Ma.War der0;a€aaletersgridREAD R IES ON MIS AND MUM MSIER4EFEREhaPAGE MIT 7473 ma.1/Z5/2014DERS<REdl i�. Design valid for use only with Mitek connectors.This design 8 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 --- k for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the - - erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Mi lT e'(• fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 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'hts,CA,95610 If Southern OPT tsmstaes it specified,thededs&c geux are those e�aetrue 06/6111411.3 by AMSC g Job Truss Truss Type Qty Ply2610 BC R42684381 PL13-290_UP_H F09 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 5 Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:44 2014 Page 1 ID:_egh?ek1p1OgFEQgnUa1oSyJt2m-m6Q0ellgVDYBktNSRzC_VGIhsQBuDzo8Va05b?ykJbL 1 0.8-4 I I 2-6-0 I Scale=1:11.6 1 3x4= 21.5x3 II 3 3x4= 4 1.5x3 I I • • IL /\ o N • 3x6= 7 6 1.5x3 II 3x4= I 6-0-12 I 6-0-12 LOADING(psf) SPACING 1-7-3 CSI DEFL in (roc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.18 Vert(LL) -0.00 5-6 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.14 Vert(TL) -0.06 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.00 5 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(fiat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 7=261/Mechanical,5=261/0-2-8 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-283/0 BOT CHORD 5-6=0/403 WEBS 3-5=-435/0,1-6=0/363 NOTES 1)Refer to girder(s)for truss to truss connections. 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 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 be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ti4E0 PRO es c, GINE l° 87022PE A-- 'C's, �'o,,; OREG•N t ©4v'� O©�41BER 1 A. HE EXPIRES:06/30/2015 August 25,2014 i 1 A t4.ARNIAS-Vtit// twigs warm and READ BIER CW MIS AND That/SED MIIER REFERENCE PACE MIL 7473 rets 1/25MURF3RklISE ; Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 11 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY{ 1'Tei.R. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 fT5,ou1!laern Plow(SP)lumbar is spazified,the design masses ate these etfectise 06/01/2013 tsyALSSC Job Truss Truss Type Qty Ply 2610 BC R42684382 PL13-290 UP H F10 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MiTek Industries,Inc.Mon Aug 25 09:49:45 2014 Page 1 ID:_egh?eklp1OgFEQgnUaloSyJt2m-EJ_Or5JSGXg?M0ye?gID1Urj_gO?yGbHjE9f7SykJbK 1 1-0-0 1 0-11-4 if 1-2-0 ii 1-9-0 ii 1-8-8 ii 1-2-0 I9 I I 1-3-0 1 Scale=1:33.5 4x6= 4x5= 3x4= 3x4= 3x4= 3x4= 3x4= 4x4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4i e � ° ° e a e _ n _ e �l e \e7 �a� �e� �a� ,e 1,,42 e 26 25 24 23 22 21 20 19 18 f 3x4 = 4x5= 4x8= 3x5= 3x5= 3x5= 3x8= 3x4= 1 2-2-4 12-9-413-4-41 7-2-4 17-9418-441 19-8-0 I 2-2-4 0-7-0 0-7-0 3-10-0 0-7-0 0-7-0 11-3-12 Plate Offsets(X,Y): (4:0-1-8,Edge],(6:0-1-8,Edge],17:0-1-8,Edge),(26:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) -0.36 21-22 >651 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.72 Vert(TL) -0.56 21-22 >417 360 BCLL 0.0 Rep Stress!nor YES WB 0.79 Horz(TL) 0.07 17 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (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 2400E 2.0E(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 17=859/0-4-4 (min.0-1-8),27=859/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1933/0,3-4=1933/0,4-5=-3238/0,5-6=-3238/0,6-7=3797/0,7-8=-4014/0, 8-9=-4014/0,9-10=-3872/0,10-11=3872/0,11-12=-3166/0,12-13=-3166/0, 13-14=-1879/0,1415=-1879/0 BOT CHORD 26-27=0/857,25-26=0/1933,24-25=0/1933,23-24=0/3797,22-23=0/3797,21-22=0/3797, 20-21=0/4005,19-20=0/3586,18-19=0/2590,17-18=0/1015 WEBS 3-26=-754/0,425=-379/0,7-22=-288/0,424=0/1512,5-24=-282/0,6-24=-806/0, 15-17=-1295/0,15-18=0/1104,13-18=-908/0,13-19=0/734,11-19=-537/0,2-27=-1200/0, 2-26=0/1554,11-20=0/365,8-21=-258/0,7-21=0/611 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)27. 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. vo P R 0FF`Ss LOAD CASE(S) Standard {��GINIE$. Il) 2 ' 870 2PE / r to 5.7 "Op', OREGON ti )d� " O .'�$E`R ." EXPIRES:06/30/2015 August 25,2014 4 f AlaRni6-yerffy desipu pararawors arrd READ P IES ON MIS AM DOZED MIF€K Tss€€EKED PAGE Mit 7473 me 1/25/2014 BErOREUSE. Design valid for use only with Mirek 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 insurestability during construction is the responsibillity of the M�T®�• 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 I4seon rnP81m(SP)turribizfisspmcifled,the riesigst ware,:ar these effective 06/03/201.3 WAi.SC Job Truss Truss Type Oty Ply 2610 BC R42684383 PL13-290 UP H F11 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 M7ek Industries,Inc.Mon Aug 25 09:49:46 2014 Page 1 ID:_egh?eklp1OciFEQgnUaloSyJt2m-iVYm3RJ41goszAXrZOESahOuuDhNhlhQyuvCfuykJbJ 2-6-0 I B-5-41 1 1-2-0 I I 0-11-8 1 1 1-2-0 I I 1-11-4 I Scale=1:28.3 3x5= 3x4= 3x4= 3x5 = 3x4= 1 2 3 4 5 6 7 8 9 10 • e e li...o ee a e e `p 1-� 17 16 15 14 13 12 4Vd? 3x4= 3x8= 3x4= 3x8= 3x4= 8-10-12 14-5-12 I 8-2-4 &-1�2 p-5-121 13-3-12 1p-10-121 I 16 -8-0 I 8-2-4 0. 0.7-0 3-10-0 0-7-0 0-7-0 2-2-4 0-7-0 Plate Offsets(X,Y): )6:0-1-8,Edge],18:0-1-8,Edge],)9:0-1-8,Edge],(16:0-1-8,Edgel LOADING(psi) SPACING 1-7-3 CSI DEFL in (roc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.72 Vert(LL) -0.27 13-14 >734 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.42 13-14 >469 360 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 11 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:76 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) 18=727/0-4-4 (min.0-1-8),11=727/0-2-12 (min.0-1-8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2516/0,3-4=-2516/0,4-5=-2841/0,5-6=2841/0,6-7=-2786/0,7-8=-2786/0,8-9=-1593/0 BOT CHORD 17-18=0/1541,16-17=0/2883,15-16=0/2841,14-15=0/2841,13-14=0/1593,12-13=0/1593,11-12=0/1593 WEBS 8-13=-327/0,9-12=0/357,2-18=-1664/0,2-17=0/1052,4-17=-397/0,4-16=-310/0,8-14=0/1322,7-14=-290/0, 6-14=-361/0,9-11=-1785/0 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)11. 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. LOAD CASE(S) Standard D {ti� PRQFFss GINE -(id , ' 87022P� r" 4 cv -y � t 4� OR GON 15'44 ' os 0 413ER 11 A. HE?' EXPIRES:06/30/2015 August 25,2014 4 _ 4 A W.JWTMS-Weser design rasame:ers and PLO!O7£S 0/17705 APS mum H77£K REFERENCE PAGE 8917 7473 ms 1/2W2i1I8BE GI /SE t Design valid for use only with Wel(connectors.This design is based only upon parameters shown,and is for an individual building component. � Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown '� is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the � ek* erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IYB B fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Cdtmta,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Informallon available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Citrus Heights,CA,95610 t9&euttmrr.Pine iSill lumber is epee iud„the design tarkses are those effective 06/01/201.3 ivyAtSC Job Truss Truss Type Qty Ply 2610 BC R42684384 PL13-290_UP_H F12 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.430 s Jul 25 2013 MTek Industries,Inc.Mon Aug 25 09:49:46 2014 Page 1 ID:_egh?eklp10gFEQgnUaloSyJt2m-Wm3RJ41goszAXrZOESah00bDsXhsyQyuvCfuykJbJ I 2-6-0 I 1-9-11 I I 1-2-0 1 1 0-5-5 1 Scale=1:16.8 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 6 a s 0 N 9 e e e g 1 9 8 3x4= 7 3x4= 3x4= 3x4= I 4-5-3 4-p-11 5-1-11 1 5-8-11 5193 8-11-0 I 4-5-3 0-1-8 0-7-0 0-7-0 0-1-8 3-0-13 Plate Offsets(X,Y): [8:0-1-8,Edge],[9:0-1-8,Edge] LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.23 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.19 Vert(TL) -0.08 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012ITP12007 (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=387/0-2-8 (min.0-1-8),7=387/Mechanical FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-797/0,34=797/0,45=797/0 BOT CHORD 9-10=0/705,8-9=0/797,7-8=0/726 WEBS 2-10=761/0,5-7=784/0,5-8=-18/324 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)10. 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. LOAD CASE(S) Standard -tick PRop cid �cNG(NE�9 �©� `r 874 022PE r 9 5. N�'b,,,,GREG N cZC)AO ) S A. Hey, EXPIRES:06/30/2015 August 25,2014 I A ®iiV J1,f,i-Verfydeaiga rarame cis Sad READ M IES ON nom IM%trtEI WITEK REMEMT M E MIT 7473 me 1/23f2414 BEMUSE —_ 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 ■■�Te +. 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 Safely Intormaiton available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern (SP)Iaursfsea is specified,the design wawa are those effective 06/01/201.3 byALSC Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION1 Failure to Follow Could Cause Pro ert 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths P y ,4 I (Drawings not to scale) offsets are indicated. Damage or Personal Injury MTh. Dimensions are in ft-in-sixteenths. ill‘lk. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal orx-bracing,is always required. See BCSI. TOP CHORDS MINIEEEMINIMIINIMEEIMMI 2. Truss bracing must be designed by an engineer.For Q 1/164 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 0 MII--EINE c. bracing should be considered. F O 3. stack mateNever exceed tonhe designinadequately loading shown and never c's C. cs-o O (:11), U trusses. a- 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate O , designer,erection supervisor,property owner and BOTTOM CHORDS all other interested parties. plates 0 'nd' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 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. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC E$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 4width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR 3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that i� Indicated b symbol shown and/or SYP represents values as published specified. �i Y 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 ff.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but reaction section indicates joint 16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engineer. 17.Install and load vertically unless indicated otherwise. ® 1 number where bearings occur. ��e 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 Plate Connected Wood Truss Construction. 19.Review po ( ,words and picturesall )beforeof use.thisdesign Reviewingfrontpicturesbackalone is not sufficient.rtions DSB-89: Design Standard for Bracing. male ke BCSI: Building Component Safety Information, 20.Design assumes manufacture In accordance with 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