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Plans (35) AA,5 % ICc --aoI - ®® e Mil _ _ _ APP. 2 v 2016 Ali it j� :M .. iTek® ,:;, ,i,,3 -�t, a �-,_r{t 1 w MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 916/676-1900 Re: PL14-360 UP Fax916/676-1909 3413 BD 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. BRED P R DFt <0 ,NGINELc414 R d'/0 87 2PE r yu' N " 'O>, OREGON ti�Q� 'A�'© cjl,�6ER 1N P `s A. HEY` 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. Job Truss Truss Type Qty Ply 3413 BD R43072337 PLI4-360_UP F01 Floor 8 1 Job Reference(optional) Pacific Lumber Si Truss Co., Lake Oswego,Oregon ..._.. 7.530 5 Jul 11 2014 MiTek Industries,Inc.Tue Oct 21 15:55:55 2014 Page 1 ... ID:zs2ygYHMYIII_Z1 p9y12t1yAg7?-mZkluZnJFB2pnNkfD17D5HWoxE9pBZYsO91 DnHyR6o2 i 1-0-0 1 1 1-1-14 11 1-2-0 11165'6-11 1-9-0 11-7-0 II 1-7-0 1 1-2-0 II 1-2-0 1 1-2-0 1 Scale=1:34.7 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 19ç 0 `.1 o/. \,p�/ l Qe+ l a 4�1---1 `o/ %-- a\e y • ` c / l'I'' 32 31 30 29 ,288 A 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 110157110410-7-0 1-5-1410- I 20+12 I 10-10-14 0-7-a 7-0 8-3-14 Plate Offsets(X,V)- 112:0-1-8,Edge),126:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deb 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 Incl 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=-4216/0,10-110-4245/0,11-12=-4245/0,12-13=3990/0, 13-14=-3990/0,14-15=-3183/0,15-160-3183/0,16-17=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=0/805,6-300-664/0,6-29=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/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 �_co P.R OFFS be attached to walls at their outer ends or restrained by other means. '` is LOAD CASES) standard w -c..- �e/ J0-4 870 2PE yto /� N �A,,.OREGO tip 40 ItC,Oc, BER 4/� P� `s. A. HERS EXPIRES:06/30/2015 October 22,2014 4 / ®WAMJMil-Vert?,detign parameters and READ NOTES ON THIS AND INCEUDED HfTEKREFERENCE PAGE t1117473 nee 1/19/2618Bt?OREUSE Design valid for use only with MTek connectors.This design is 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 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Crierla,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 ItSouthern Pine(SP)lumberisspecified,thedesignsvaluesarethoseeffective06/02/2033tryALSC 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 Od 21 15:55:56 2014 Page 1 D:zs2ygYHMYItI_Z1 p9y12f 1 yAg??-EIIhSunxQUAgP WJnnOeSdV3xMdS Hw020dpmmJjyR6o1 1 1-0-0 1 1 1-1-10 II 1-7-0 I P'7-71 11-7-0 1 1-2-0 II 1-7-0 1 1-7-0 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 e 19 30 29 28 27 26 25 24 23 22 21 V 3x4 = 4x5= 3x5= 3x5= 3x5= 3x5= 3x4= 3x5= 4x6= 3x4= 14-2-2 I 130.2 �3-7.2 I 19-114 I 13-0-7 0-7-0�7.0 5-9-7 Plate Offsets(X,Y)— (14:0-1-8,Edge),(24:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud 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 1BC2012/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 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=-662/7,18-20=-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. 0Gckf yD PR Oren LOAD CASE(S) Standard ,NGINE'F,9 !02 cc 870 2PE cv -7 w^oxes. OREGO . /ilk L C>p MQER 1 pr - A. HERS EXPIRES:06/30/2015 October 22,2014 ®(tARNIMi-Verity design parameters and READ!DIES CHITIN AND i7I2UDED Ml7EKREFERE?K.E PAGE MIT 7 473 me 1/29/20U BEDREUSE —�' Design valid for use only with MiTek connectors.This design is based only upon parameters shown.and is for an individual building component. Mil�• Applicability of design parameters and proper incorporation of component a responsibility of building designer-not truss designer.Brocing 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 a the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/Wil Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Infonnafon available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Citrus Heights,CA,95610 It Southern Pine(SP)lumbar it specified,the design values arethese effective 06/01/2013 byAtSC s. Job Truss Truss Type Qty Ply 3413 BD R43072339 PL14.360_UP F03 Floor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 21 15:55:58 2014 Page 1 ---10:zs2ygYHMYIIL_Z1p9y12tlyAg7?-A80RWapBy6Q0egTEuRhw'nv8HbR780uDJ47FIOcyR6o? • 1 1-10-8 1 f0-8-61 1-1-0 I 11-2-0 1 $-1 Scale=1:38.2 3x4= 3x6=4x4= 3x4= 3x4 = 3x4= 3x4= 3x4= 3x6 FP= 3x5= 4x5= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 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 1 12 -10-14 15-11 I n-4-12 I 2-1-8 10-9-6 7.0 8-3-14 0-7-0 Plate Offsets(X,Y)— [11:0-1-8,Edge1,[12:0-1-8,Edgej LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft 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 Incl YES WB 0.64 Horz(TL) 0.10 21 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:111 lb FT=O%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)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 2-33:2x4 DF No.1&Btr(flat) REACTIONS. (lb/size) 21=979/Mechanical,33=979/0-2-4 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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=-4602/0,1415=-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 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. �atq P R OFFS 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)33. '�, GI NE es/. 5)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSITFPI 1. . ' R e 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 1.4, 2`9 attached to walls at their outer ends or restrained by other means. Ct. 8'7022PE r. 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard CV' -7 �'oj,:OREGO. et,. A. HS?` EXPIRES:06/30/2015 October 22,2014 f ®t4A1iMY3-Verity design parameters and READ @0115 ON IRIS AND MatIDED N11EKREFERENCE PAGE/411.1473 rec 1/29/2014 BSOREUSE Design valid for use only with MTek connectors.This design is based only upon parameters shown.and is for an individual building component. I Applicability of design parameters and proper incorporation of component is responsb7ty 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 - Mire k' 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 quality Criteria,058.89 and BCSI Building Component 7777 Greenback Lane,Suite 109 Safety Information avaloble from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Citrus Heights.CA,95610 If Southern Pine(SP)lumber isspecified,the design values are these effective 06/01/2013 byALSC Job Truss Truss Type City Ply 3413 80 R43072340 PL14360_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 Oct 21 15:55:59 2014 Page 1 ID:zs2ygYHMYIt1 Z1p9y12t1yAg7?eK_pkwgpjPYFG_10SBC9F7hUgrab7JASJn?(Sn2yR6D 1 1-4-0 1 1-4-0 1 1 1-7-6 1 1-0-0 1 - 1 1-2-0 11 10-101 1-2-0 II 1-2-0 1 1-2-0 II 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 0 N i, \��r� ,\ a I/ ` / I O I \�.I a a_/+�a�.. a� e I N T e o OM 32 31 30 29 28 27 26 25 24 23 22 21 4x5= 3x8= 3x6 FP= 3x6= 3x5= 3x5= 3x4= 3x5= 3x5= 3x4= 4x6= I 2-11-0 I 21-3-0 7-11-0 1n-4-0 1 Plate Offsets(X,Y)- (12:0-1-8,Edge),124:0-1-8,Edge1,(32:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.31 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!nor YES WB 0.79 Horz(TL) 0.02 21 n/a n/a BCDL 5.0 Code 1BC2012/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 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, 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=232510, 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. �5Q PR()FF 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to �� S be attached to walls at their outer ends or restrained by other means. 5 NGIN��� sfc 6)CAUTION,Do not erect truss backwards. 2 LOAD CASE(S) Standard / 87022p. c" y �Aj;:OR :GON fig Q� 9�,00MoER \'S Qr�. A. HER EXPIRES:06/30/2015 October 22,2014 r I ®WA DIMS-Verity design parameers sad READ 1/?TES OMTMSAND MIMED Mi7ERREFERiT Me PAGE MIL 7413 rca 1/29/2018BEY27EUSE Design valid for use only with Mifek connectors.This design a based only upon parameters shown.and is for an individual building component. Mill' Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overallstructure is the responsibility of the building designer.For general guidance regarding MiTek, fabrication.quality control.storage.delvery.erection and bracing.consult ANSI/TPII Qualify Criteria.DSB-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Infoanotton available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values are those effective 06/01/2013 byAtSC Job Truss Truss Type Qty Ply 3413 BD R43072341 PL14-360_UP F05 Floor 8 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??-bj5a9cf3F1 pyV IBpZZEdKYml?e9PbGXImSUXzxyR6ny 1 1-0-0 I _ _.. -..... 0^1r10.7-O P-7-711 1-2.0 11-2A ii 1-2-0 1 1-2-0 1 Scale=1:36.4 4x4= 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4 = 3x4= 4x5= 1 2 3222riiIikT 17 18 19 20 21 22 o 12- Tm. a ,. a gx 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-l/ 1 21-4-0 I 14-4-14 0-7-00.7-0 5-9-2 Plate Offsets(X,Y)- 117:0-1-8,Edgel,127:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 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[nor YES WB 0.60 Horz(TL) 0.09 23 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (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=0/3553,3132=0/3553,30-31=0/4309,29-30=0/4682, 28-29=0/4688,27-28=0/4254,26-27=0/3935,25-26=0/3935,2425=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=990/0,433=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/7P11. `�00q. P.R 0Fe• 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 �'-` IN s/ attached to walls at their outer ends or restrained by other means. %k4 GINE 27 LOAD CASE(S) Standard A 87022PE r N aN H y•�A";.OREG•N til C?0.:MBER1\ Q� ° `s. A. HE S EXPIRES:06/30/2015 October 22,2014 1 Al t9.RMfi3-Verily design parameters and READ NOTES ON M:SAM lM1lR`ED MtTEKREFEREN:.e PAGE/417-7473 ren 1/29/20148E4011EU E Design valid for use only with Mifek connectors.This design is based only upon parameters shown,and is for an individual building component. �, Applicabilty of design parameters and proper incorporation of component is responsbiity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stabilty during construction is the responsibility 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/TPII Quality Criteria,DS8-89 and SCSI 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,95810 If Southern PinetSP)lumberis specified.the designs values are those effective 06/01/2013 tryAISC Job Truss Truss Type City Ply 3413 BD R43072342 PL14-360 UP F06 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 15:56:02 2014 Page 1 . ID:zs2ygYHMYIII_Zip9y12t1 yAg??-3vfyMysRKxp7Rm?7HIstmIxT2WZKe2u?ID4WNyR6nx 11-10-8 IDis ' -a 11-2-0 WN10 CI-1113 Scale=1:38.5 3x6 FP= 4x5= 5x16= 3x4= 3x4= 3x5= 3x4 II 1 2 3 4 5 6 7 89 10 11 12 13 N II' '4:1 lig e Fri 035.1 k 22 21 20 19 18 17 16 15 14 5x6= 4x6= 3x8= 3x6= 3x4 = 4x8= 3x4= 3x6 FP= 14-0-14 I z-t-B z-1-8 110-o-14 1Liot 1 1-6-2 1a 2.55-0 2-i-6 0-1'6 10.7-14 8 0-7-0 Plate Offsets(X,Y)— 17:0-1-8,Edgel,110:0-2-0,Edgel,(16:0-1-8,Edgel,(22:Edge,0-1-81 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d 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 IBC2012ITP12007 (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 Uplift14=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=3107/0,20-21=-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=334/0 • 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/I-PI 1. nt.i) P.ROFF 5)This truss has large uplift reaction(s)from gravity load case(s).Proper connection is required to secure truss against upward movement �', sS at the bearings.Building designer must provide for uplift reactions indicated. N" NG(NE 61' /O 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 -14' 2 17 be attached to walls at their outer ends or restrained by other means. Q' 87022 P E 1-- 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard - N S. �'o) OREGtoN cpQ417- � 0 MB . '" � ER OS NP A. HER EXPIRES:06/30/2015 October 22,2014 $ ®14ARNIM3-Verity design pa:amemrs and READ PANES GM MIS AND P/.1UD`ED MIIEKREFERENa PAGE MU 7473 ren 1,/2.9/Z0liBE'CREIIEE , Design vad for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. li Apptbabilty of design parameters and proper incorporation of component is responsibility of building designer-rot truss designer.Bracing shown Mil is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the rm - R p'Te� erector.Additional permanent tracing of the overall structure is the responsibxty of the building designer.For general guidance regarding ivy • fabrication.quality control.storage,delivery.erection and bracing.consult ANSI/TPit Quality Cifeda,058-89 and SCSI Building Component 7777 Greenback Lane,Suite 109 Safely Iniorma8on available from Truss Plate Institute.781 N.lee Sheet,Suite 31Z Alexandria.VA 22314. Citrus Heights,CA,95610 If Southern Pine(SP)lumber is specified,the design values arethase effective 06/01/2013 byA15C • Job Truss Truss Type Qty Ply 3413 80 R43072343 PL14-360_UP F07 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Lake Oswego,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Tue Oct 21 15:56:03 2014 Page 1 ID:zs2ygYHMYIt1_Z1 p9y12t1 yAg?7-X5DKZItKme3glbLBh_G5Pzr7ASrY3Bf2EPze2pyR6nw 1 1-241 1 1°436 II t-1-° I P-7-21 Scale=1:34.3 4x4= 354= 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 • ►1 a ///` a a "- '\° �a / `- 1,?:,‘71' / \ I N ZN X'N ♦�• \�0 C e B \. 3 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= 14-4-14 I 13-2-14 1ar.9-1 1 20-2-0 I 13.2-14 0.7-0 6-7.0 5-9.2 Plate Offsets(X,Y)— 112:0-1-8,Edael,113:0-1-8,Edpe) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 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 Ina' YES WB 0.56 Horz(TL) 0.07 20 n/a n/a BCDL 5.0 Code 1BC2012/rP12007 (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) 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 be attached to walls at their outer ends or restrained by other means. ' �vo P.R OFe LOAD CASE(S) Standard 5"� 4NGINEFR s1O9 .870 2PE y N (-1,,c5 � A;,;:OREGO. c 434'1- 0„Q OS SO A.. HE EXPIRES:06/30/2015 October 22,2014 ®WARNIf -Volk deign parameters and READ 150TES MINIS AND INCLUDED MITER REFERENCE PAGE NLI7413 rev.1,129/201 8 8008E1155 Design valid for use only with MTek 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 stabifty during construction is the responsibillity of the IYI erector.Additional permanent bracing of the overall structure is the responsiblity of the building designer.For general guidance regarding �q.y k" fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPll Quality Cdteda,DS6-89 and SCSI Bending 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,95810 If 5auttsem Pine(SP)lumber is specked,the design values arc-there effective 06/01/2013 byALSC r Job Truss Truss Type Oty Ply 34138D R43072344 PL14-360 UP F08 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:zs2ygYHMYILZ1p9y12t1 yAg??-?HnineuyXyBXMIwOEhoKyBOLSsFRoXP BS2IBaFyR6nv 1 1-10-12 1 10.1411 1-0-0 1 - 1 1-2-0 11 1-4-10 1 1-3-0 11 1-3-0 1 1-3-0 1 1 1-11-8 1 Scale=1:37.0 3x4= 4x12= 3x4= 3x4= 3x4= 3x4= 3x4= 3x6 FP= 3x4= 3x8= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 • IN Bi ____ \ ./\9i.\a/_\../\e% . '°S 1.• 6L,........ ,2 I 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6= 3x4 II 4x5= 3x6 FP= 3x5= 3x5= 3x5= 3x4= 3x6= 3x6= 3x5---7- 3x5 3x5= 14-1-2 1 2-1-12 1 12-11-2I 19.7.4 1 21-9-12 1 7-1-12 10-9-0 17-76-02(1-7-0 3-627A10-7-0 5-6-7 7-2-8 Plate Offsets(X,Y)— 112:0-1-8,Edge),118:0-3-0,Edge),(23:0-1-8,Edge),132:Edge,0-1-811 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/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=0/800,4-30=-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. ��fCD PR 0FFs 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 "\ rs be attached to walls at their outer ends or restrained by other means. �G. �NGINE�,g /(22 5)CAUTION,Do not erect truss backwards. 44 LOAD CASE(S) Standard .87022PE �c i N1 I"N - Aj,,OREG•N q,� .0 'p0OcM8E.R1\' Pia ," A. HERS EXPIRES:06/30/2015 October 22,2014 1 r ®1 kNIM'-Vedtydes:gnparametersandREAADMIESON7N.SANDINCLUDEDH E'(REFEEREMEPAGE NI7.7413sec 1,25/2014BUOREt/,SE Design valid for use only with Mgek connectors.This design is based only upon parameters shown and is for on individual building component. t• 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 statx'Sty during construction is the responsibility of the - M 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.OSB-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(SP)lumber is speed,the design sprues are those effective 06/01/2013 byrALSC Job Truss Truss Type Qty Ply 3413 BD R43072345 PL14-360_UP F09 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 15:56:06 2014 Page 1 ID:zs2ygYHMYItI_Z1 p9y12t1yAg?7-xgvTCJvC3ZRFc34mM6go1 cTdXfsdFXyUWMBIf8yR6nt 1 1-0-0 1 1 1-0-10 11 1-7-0 1117,241 1-7-0 1 1-7-0 i 1 1-7-0 1 1-7-0 1 Scale=1:35.8 3x4= 4x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 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 :,IA Ira• .. .. .. . a\ ..No- N y i e 1mT 1.1 34JrQ�J 33 32 31 30 29 28 27 26 25 24 23 3x4= 4x6= 3x6 FP= 3x5= 3x5= 3x5= 3x6= 3x5= 4x6= 3x4= 1.5x4 SP= 3x6= 15-2-10 I 14-0-10 1,t-7-1q 1 20-11-12 I 14-0-10 7-0 7-0 5-9-7 Plate Offsets(X,Y)— 114:0-1-8,Edge),115:0-1-8,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.46 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 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) 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=-457210,12-13=-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=0/312,1327=-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 1.5x3 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 310d(0.131"X 3")nails. Strongbacks to ��ED P R OFFS be attached to walls at their outer ends or restrained by other means. '�. cr <2 �NG(NEF.; �a LOAD CASE(S) Standardcc 870 2PE 29r 0);:OREG N tis 4/ ��'p�MBE'R �� P�. A. HERS EXPIRES:06/30/2015 October 22,2014 1 a A IMA,RN1M3i-Verity design parameters sad READ h4TES ON TttISAND MIMED MITER REF/RENYF PAGE HII-7473 ret.1/29/2014BETREUSE Design valid for use only with MTek connectors.1his design is based only upon parameters shown.and is for an individual building component. I, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the .MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control storage.delivery.erection and bracing.consult AHSI/TPII Quality Criteria,DSB-B9 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 Souther Pine(SP)lumber is specified,the designs values are those effective 06/01/2013 byA1.SC Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION 134; 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 I (Drawings not to scale) Damage or Personal Injury r(♦� Dimensions are in ft-in-sixteenths. ink Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. U �/ �� 2. Truss bracing must be designed by an engineer.For 16 4 wide truss spacing,Individual lateral braces themselves Uomay require bracing,or alternative Tar i :qa-62 lhliliihli bracing should be considered. IN_M� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. II 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr-s C6-7C5-6 ,(2 designer,erection supervisor,property owner and plates 0-'ng'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,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 by symbol shown and/or SYP represents values as published specified. 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, BEARING or less,if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. I44 Indicates location where bearings (supports) occur. Icons vary but 16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engineer. ■�■ reaction section indicates joint Inimiimil III 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 r=te environmental,health or performance risks.Consult with Industry Standards: project engineer before use. MIIIIIN ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction, and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: BuildingComponent SafetyInformation,pormaon, MiTek° 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