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Plans (58) V Job Truss Truss Type Qty PlyPOLYGON R45125315 PL15-265_UPPER Fol FLOOR GIRDER / 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 14:27:32 2015 Page1 ID:DFkz9p3tCrPAG7_nVberKOtyJvgBSciKRVHzjyCjvWU vNtwXpzzUcgKga2?hcKgRAKIBCv 1 1-0A 1 11-48 i 1 1-2-0 1 1 0.7-6 1 Scale=1:25.0 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1iii aa; 5 ri'cl' I 40/ Illllr \V _ - .. - NrsigiroN a r b 2•� 23 22 21 20 19 18 17 mss• 3x5= 3x5= 1.5x3 II 3x5= 3x5= 3x5= 7-0-14 17-7-1418-2-14 1 14-4-4 I 1 7-0-14 0.7-0 0-7-0 6-1-6 Plate Offsets(X.Y1- 18:0-1-8 Frim! 119:0-1-8 Fdael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.11 20 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.54 Vert(TL) -0.17 20 >985 360 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(TL) 0.04 16 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:73 lb FT=0%F.0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24=1249/0-2-8,16=676/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1671/0,3-4=-1671/0,4-5=-2270/0,5-6=2270/0,6-7=2493/0,7-8=-2493/0,8-9=-2423/0,9-10=-2423/0, 10-11=-1991/0,11-12=-1991/0,12-13=-1193/0,13-140-1193/0 BOT CHORD 23-24=0/1222,22-23=0/2014,21-22=0/2425,20-21=0/2423,19-20=0/2423,18-19=0/2254,17-18=0/1635,16-17=0/646 WEBS 9-19=-273/0,2-24=-1712/0,2-23=0/628,4-23=481/0.4-22=0/358,8-21=-226/359,14-16=904/0,14-17=0/766, 12-17=-620/0,12-18=0/498,10-18=-384/0,10-19=-1/464 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)24. 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)674 lb down at 1-1-12 on top chord. The design/selection of such connection device(s)Is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). <C51/4ED P R OF� LOAD CASE(S) Standard .. . .1- R s�0 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Ct✓��. 2-9 Uniform Loads(plf) Vert:16-24=8,1-15=-80 89782PE Concentrated Loads(Ib) Vert:2=-674(F) / ...0101r ►/ ' / y • OREGON Q'v. / If,'9, eRY1 ,k AUL EXPIRES: 12/31/2016 August 7,2015 r r ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERANCE PAGE 6411-7473 rev.02/16/2015 BEFORE USE I Design valid for use only with Mrfek connectors.This design is based only upon parameters shown.and Is for on individual building component. ApplicabiBly of design parameters and proper incorporation of component is responsibility of building designer-trot truss designer.Bracing shown MiTe ' 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 responsiblity of the building designer.For general guidance regarding Greenback Lane fabrication.quality control.storage.delivery.erection and bracing.consult ANSI/1611 Quality Criteria,DSB-69 and BCSI Building Component 7777 re 09 Su Safely Inlormaton available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Suite 10ngns�CA auto J Job Truss Truss Type Qty Ply POLYGON PL15-265 UPPER F02 Floor 13 1 R45125316 Pacific Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries.Inc.Fri Aug 07 14:27:33 2015 Page 1 ID:DFkz9p3tCrPAGZnVbertay.143-w0ugjd_Lj Wnn7626wTRmM BVbaEe9JTSgcLP_55ygBCu 1 0-10-12 11 1-7-0 11 0-14.8 11 2g0 1 Scale:1/2"=1' 1.553 II 3x4= 1.5x3 II 3x4= 1.5x3 II 354= 1.5x3 II 1 2 34x4= • • 4 5 8 7 8 m e c — —\----- ----"-------. o N • 6 } e e 1 13 12 11 10 9 3x4= 1.5x3 11 1.5x3 II 4x6= 3x6= 3x4= I 1-1-12 11-8-12 12-3.12 I 13-8-4 1-1-12 0-7-0 0-7-0 11-4-8 1 Plate Offsets(X.Y)- [2:0-1-8.Edge).[3.0-1-8 Edgej LOADING(psf) SPACING- 1-7-3 CSI. DEFL- in (lac) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.11 11-12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.66 Vert(TL) -0.19 10-11 >847 360 BCLL 0.0 Rep Stress!nor YES WB 0.50 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/fP12007 (Matrix) Weight:62 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Blr(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) 14=596/0-4-4,9=596/Mechanical FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=819/0,3.4=1502/0,45=-1502/0,5-6=-1871/0,6-7=-1871/0 BOT CHORD 13-14=0/819,12-13=0/819,11-12=0/819,10-11=0/1932,9-10=0/1219 WEBS 2-13=0/369,3-12=382/0,2-14=-1170/0,7-9=1316/0,7-10=0/704,5-11=-471/0,411=345/0,3-11=0/993 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. "Sa,ED PROFF6, ��_�5 ENGINE6;9, cS'yO2. 89782PE - i rte . , S 9,�OREGO(VZc) - 75%)kPAUL 0 . EXPIRES: 12/31/2016 August 7,2015 e r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MIF7473 rev.02/18/2015 BEFORE USE 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 unsure stabily during construction is the responsibilfity of the _ erector.Additional permanent bracing of the overall shucture is the responsibility of the building designer.For general guidance regarding MiTek' fabrication,quality contra storage.delivery,erection and bracing,consult ANSI/T911 Quality Criteria.DSB-89 and SCSI Building Component Safely Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. 7777 Greenback Lane Suite 109 C.itn,c Hninhfe Cs stern Job TrussTruss Type Qty Ply POLYGON R45125317 PL15-285 UPPER F03 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton.Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 14:27:34 2015 Page 1 10:DFkz9p3tCrPAGZnVberKOtyJvg6-OCSCwz_zUgzdln81UAy7u02rpd4w2yP_3e9YdYyg6Ct 2-6-0 Ip-5.1011 1`2-0 110-8-14 1 Scale=1:22.8 1.5x3 II 1.5x3 II 3x4= 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 53x4= 6 7 8 y a i "2. _ e- e \ e N _ y a > 14 13 12 11 10 3x4= 3x6=1.5x3 II 1.5x3 II 3x6= 354= 5-10-2 6-5-2 7-0-2 13-1-8 1 5-10-2 1 0-7-0 10-7.0 1 6-1-6 Plate Offsets Q(.Yl— r4:0-1-8.Fdnr1 1511-1-8 Fdael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.08 11 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.13 9-10 >999 360 BCLL 0.0 Rep Stress[nor YES WB 0.33 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:60 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) 14=572/Mechanical,9=572/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1740/0,3-4=1740/0,4-5=-1761/0,5-6=1739/0,6-7=-1739/0 BOT CHORD 13-14=0/1163,12-13=0/1761,11-12=0/1761,10-11=0/1761,9-10=0/1163 WEBS 2-14=1256/0,2-13=0/622,4-13=-268/180,7-9=-1256/0,7-10=0/622 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. ��EO PROFfs C.?� NGINESR `S/0-9 Ct 89782PE r •y OREGON >Q �9. &gRY162 Q. 9Na k PAUL , EXPIRES: 12/31/2016 August 7,2015 a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.02/16/2015 BEFORE USE. Design valid for use only with Mifek 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 responsibility of theMiTek• 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/fP11 QuoRly Criteria,DSB-89 and BCSI Building Component nn Greenback Lane Safety InlormaHon available horn Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Suite 109 Clime Hnighte,CA own r Job Truss Truss Type Qty Ply POLYGON R45125318 PL15.265 UPPER F04 Floor 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Aug 07 14:27:34 2015 Page 1 ID:OFkap3tCrPAGZnVberKOtyJvgB-OCSCwz zUgzdln8lUAguO2red2b2x6 3e9YdYyg6Ct 1 2-6-0 1 1 1-8-6 1 1 1-2-0 i 1 0-8.14 1 Scale=1:25.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 3x4= 1.54 II 1 2 3 4 53x4= 6 7 8 e c. a ' _\ o N v v _ i ir 1 AA. 13 12 11 10 3x4= 3x6= 1.54 II 1.54 II 3x6= 3x4= 1 7-0-14 17-7-141B-2-14 1 14-4-4 I 7-0-14 0-7-0 0-7-0 6-1.6 Plate Offsets(X.Y1— [4:0-1-8.Edge).[5:0-1-8.EdgeJ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deb lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) -0.11 12 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.39 Vert(TL) -0.17 12 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.39 Horz(TL) 0.03 9 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:65 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) 14=626/0-2-8,9=626/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2010/0,3-4=-2010/0,4-5=-2110/0,5-6=-1999/0,6-7=-1999/0 BOT CHORD 13-14=0/1294,12-13=0/2110,11-12=0/2110,10-11=0/2110,9-10=0/1295 WEBS 2-14=-1397/0,2-13=0/773,413=317/104,7-9=-1398/0,7-10=0/760,5-10=371/105 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)14. 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. c;\ GI PR of-ss 4cr� G 9 N3INE�c� �- 17 .-c- 89782PE' 57 OREGON 4° S.47: it . 2p Q 99k PAUL ‘31/4'°(°4''. EXPIRES: 12/31/2016 August 7,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE 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 �• is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibiliy of the building designer.For general guidance regarding MITeK* fabrication,quality control storage,delivery,erection and bracing,consult ANSI/IPI1 Qualify Criteria.DSB-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,781 N.Lee Sheet.Suite 312.Alexandria.VA 22314. Suite 109 Came Heiuhle_CA 95510 4 Job Truss Truss Type Qty Ply POLYGON R45125319 PL15-265_UPPER F05 Floor 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co.. Beaverton,Oregon 7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug 07 14:27:35 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-sP0a7J?bF75UNxiU2uTERcbOn1 PJnRM7ilu59_ygBCs I 9-0-10 I I 1-7-0 1 1 0-6-14 1 1 2-6-0 I Scale=1:18.0 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 3x4= 4 5 6 \ o lV e 1 10 8 e 9 v v 3 ..' 1.5x3 II 1.5x3 II 3x6= 3x4= 3x4= I 2-3-10 12-10-10 i 3-5-10 I 9-7-0 I 9-3-10 0-7-0 0-7-0 6.1-6 Plate Offsets(X.Y1— 12:0-1-8.Edael.f3:0-1-8.Edael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.25 Vert(LL) -0.05 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:44 lb FT=0%F.0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 11=416/0-2-12,7=416/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-767/0,3-4=989/0,45=989/0 BOT CHORD 10-11=0/767,9.10=0/767,8-9=0/767,7-8=0/782 WEBS 2-11=851/0,5.7=-844/0,3-8=0/406 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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. <<-•GPR Fessr �� vN F9 .029 89782P it -7 •REGON EXPIRES:12/31/2016 August 7,2015 a ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.02/16/2015 BEFORE USE Design valid for use only with MTek connectors.Thu design is based only upon parameters shown,and is for an individual building component. 1, Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown it for lateral support of individual web members only.Additional temporary bracing to insure stability during construction u the responsibility of the . M-Tek' 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 Qualify Cdteda,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Suite 109 Cants Heights CA OSutn • Job Truss Truss Type Qty Ply POLYGON PL15265_UPPER F06 R45125320 Floor 11 1 Job Reference(optional) Pacific Lumber d Truss Co., Beaverton,Oregon 7.530 s Jul 11 2014 M7'ek Industries,Inc.Fri Aug 07 14:27:36 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOlyJvg6-KbZyLe0DOREL_5Hgcb?Tzp75ORe4WpBHXyefiQygBCr [ 2-6-0 [ 2-1-12 I I 1-2-0 I I 0.9-8 1 9-3r0 I 1 1-2-0 11 1-4-0 1 1-6-0 1 Scale=1:27.8 1.5x3 II 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4 = 1.5x3 II 3x6= 1.5x3 II 1 2 3 4 5 6 7 8 9 10 o / / 1.-cl e G 9 e e e 1 16 15 14 13 12 11 3x4= 3x4= 3x4= 3x6= 1.5x3 II 3x5= 3x4= 12-10-12 I 4-10-12 4-10-12 155-1216-0-121 11-8-12 125-121 1 15-11-12 [ 0-7-0 0-7-0 5-8-0 0.7.0 0-7-0 3-1-0 Plate Offsets(X Y)— [7:0-1-8.Edae).112:0-1-8.Edgel.[15:0.1-8.Edgej.j16:0-1-8.Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.23 13-14 >812 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.36 14-15 >522 360 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(fL) 0.04 11 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:72 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=697/0-4-4,11=697/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2351/0,3-4=-2351/0,4-5=-2351/0,5-6=2679/0,6-7=-2679/0,7-8=1863/0,8-9=1863/0 DOT CHORD 16-17=0/1468,15-16=0/2351,14-15=0/2590,13-14=0/1863,12-13=0/1863,11-12=0/965 WEBS 3-16=304/0,4-15=0/264,8-12=-448/0,2-17=-1585/0,2-16=0/983,7-14=0/950,6-14=-281/0,5-15=490/0, 9-11=-1159/0,9-12=0/1121 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. \��ED PROFFs c;\'' NGINEF9 dio 2 `rte 89782PE 9' liii �REGON 174o Q' 9 k /'AUL REQ, EXPIRES: 12/31/2016 August 7,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M/1-7473 rev.02/16/2015 BEFORE USE. Design valid for use only with MTek 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 t, 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 regardingMiTek' fabrication.quality control storage.delivery.erection and bracing.consult ANSI/TPI1 Quality Criteria,051-B9 and BCSI Building Component 7777 Greenback Lane Safety Informaiton avalabie from Truss Rate Institute.781 N.Lee Street.Suite 312 Alexandria.VA 22314. Suite 109 come Naighre CA scoin Job Truss Truss Type Qty Ply POLYGON R45125321 PL1 S265_UPPER F07 Floor 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton.Oregon7.530 s Jul 11 2014 MiTek Industries,Inc.Fri Aug07 14:27:36 2015 Page 1 ID:DFIcz9p3tCrPAGZnVberKOtyJvgB-KbZyleODOREL_SHgcb?Tzp7BaRIZWujI-1XyefiQygBCr 1-9-14 I2 I I 1-2-0 I I 0-8-14 I I 2-6-0 Scale=1:17.6 ..L,t..,..,..,...,,...,,.,..,.,... 1.5x3 II 3x4 = 1.5x3 II 3x4= 1.5x3 II 6 3 3x4= 1 4 5 • \ o N 11 10- 9 B 1.5x3 II 1.5x3 II 3x6= 3x4= 3x4= 2-0-14 1 2-7-14 13-2-14 i9-4-4 I 7-0-14 0-7-0 0-7-n 6-1-8 Plate Offsets(X.YI-- 17:0-1-8.Edael.13:0-1-8 Fdael LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.24 Vert(LL) -0.04 8-9 >999 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.36 Vert(TL) -0.08 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:43 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) 11=406/Mechanical,7=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=702/0,3-4=-940/0,4-5=940/0 BOT CHORD 10-11=0/702,9-10=0/702,8-9=0/702,7-8=0/757 WEBS 2-11=-796/0.5-7=-817/0,3-8=0/420 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. eq 1/4v PROFFs, GWE (S% , t�q 029 cc 89782P aw OREGON7'7ooh Q 9k /'AUL . \J EXPIRES: 12/31/2016 August 7,2015 ti ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MII.7473 rev.02/16/215 BEFORE USE �' Design valid for use only with MEek 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 responsibiiliy _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 ANSVTPII Quality Criteria.DSB-B9 and BC7777 Greenback Lane SI Building Component 7777 Greenback Safety Informaton available from Truss Plate Institute,781 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Suite 09lgnc fa 45n1.0 Job Truss Truss Type Qty Ply POLYGON PL15-265 UPPER FOB Floor 845125322 2 1 Parc Lumber&Truss Co., Beaverton,Oregon Job Reference(optional) 7.530 s Jul 11 2014 MTek Industries,Inc.Fri Aug 07 1427:37 2015 Page 1 ID:DFkz9p3tCrPAGZnVberKOtyJvgB-on7KY 1mIMCcFst9JWW1gL6F9OFOJQIcNCEsygBCq i 7-5-0 1 3x4= 2 1.5x3 II Scale=1:8.7 ill 0 r I II WM MAI KI 41100,-N11114 3 1.5x3 II 3x4= I 2-8-0 7-8-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (lac) 1/deft lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.26 Vert(LL) 0.00 4 **'-• 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.03 Vert(TL) -0.01 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/rPI2007 (Matrix) Weight:13 lb FT=0%F,0%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=112/0-4-4,3=112/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)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. yn c� ENGIN ' 2 ` 8.782PE "" V OREGON �,., 99-i PAUL R`x1RY 'lb' �� EXPIRES: 12/31/2016 August 7,2015 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIL7473 rev.02/16/2015 BEFORE USE. 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 responslbi ify of building designer not truss designer.Bracingshown �, is for lateral support of individual web members only.Additional temporary resp ry bracingbliy to insure if g illydes duringeconstruction gerl the responsibilityrearng of the erector.Additional permanent bracing of the overall structure is the respombsty of the budding designer.For general guidance regarding M iTek• fabrication,quality control storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component Safely Information available from Truss Plate Institute.781 N.lee Street.Suite 312.Alexandria,VA 22314. 7777 Greenback Lane Suite 109 nitnre Weights r:A gAn1n Job Truss Truss Type Qty Ply POLYGON R45125323 PL15.265 UPPER F09 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon7.530 s Jul 11 2014 MTek Industries,Inc.Fri Aug 07 14:27:38 2015 Page 1 ID:DFI¢9p3tCrPAGZnVberK0b/JvgB-H_hjmK17Y2U3EPR3j01x3EDPHFKUYZ G71mJygBCp 2-6-0 I 2-1-12 II 1-2.0 II 0-9-8 2-3-0 II 2-30 II 1-2-0 10121 Scale=128.2 4x4= 1.5x3 11 3x5= 1.5x3 II 1.5x3 II 3x4= 1.5x3 II 3x4= 1.5x3 II 1.5x3 II 1 2 3 4 5 6 7 8 9 10 c CN 1444111414414414414 e e e �f 1 16 15 14 13 12 3x4 = 3x4= 3x4= - 3x6= 1.5x3 II 4x4= 3x4 = 12-10-12 4-10-1z5s1z 1212.3-121 I 16-2-8 4-10-12 10-7-0 �0--0 11.8-12 5. - 0-7-0 8-7-0 3-3-12 Plate Offsets(X.YI- [7:0-1-8.Fdge].[12:0-1-8.Fdge].[15.0.1-8.FdgP,] [16:0-1-8 Fdae] LOADING(p f) SPACING- 1-7-3 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.74 Vert(LL) -0.24 14-15 >797 480 MT20 220/195 TCDL 10.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.38 14-15 >510 360 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 11 n/a n/a Weight:73 lb FT=0%F,0%E BCDL 5.0 Code IBC2012/TP12007 (Matrix) LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 17=707/0-4-4,11=707/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2402/0,3-4=2402/0,4-5=-2402/0,5-6=2764/0,6-7=2764/0,7-8=-1993/0,8-9=-1993/0 BOT CHORD 16-17=0/1493,15-16=0/2402,14-15=0/2656,13-14=0/1993,12-13=0/1993,11-124/1545 WEBS 3-160314/0,415=0/278,8-12=-636/0,2-17=1612/0,2-16=0/1011,7-14=0/903,6-14=-276/0,5-15=512/0, 9-11=1668/0,9-12=0/975 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 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. \e PR QF�s � /Q-7 (t89782PE i i,- ' .Il. y OREGON o'(r' &'9RY 1 2 Qe 9k PAUL �1J EXPIRES: 12/31/2016 August 7,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MRS(REFERANCE PAGE MIF7473 rev.02/16/2015 BEFORE USE. mews Design valid for use only with Mitek 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 is the responsibiSty of the MiTek` erector.Additional permanent bracing of the overall structure is the responsibffity of the building designer.For general guidance regarding fabrication,quality control.storage.delivery,erection and bracing,consul ANSI/rPI1 Quality Criteria,050 7777 Greenback Lane Tr .89 and SCSI Building Component 7777Suite 109 Greenback Safety Information available from'Buss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Canis Hnigbsq rte.risme IJob Truss Truss Type I7 I Dty Ply POLYGON PU5-265 UPPER F70 (Floor nce RefereR45125324 Pacific Lumber 8 Truss Co., Beaverton,Oregon7 (optional ID:DFkz9p3tCrPAGZnVberKOtyjvgg-DH 4Milek hjmK1 ITY2U3EPR3j01x3Inc.Fri ED 7/FVF3gWZ5PageG7IImJygBCp I 2-4-12 i 3x4 = 2 3x6= I 3 1.5x3 II Scale=1:8.7 1.5x3 II 6 5 441100 4 3x6= 3x4= 0-7-12 9-9-4i 3-5-0 b-1-82-7-12 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.21 Vert(LL) 0.00 5 >999 480 TCDL 10.0 Lumber Increase 1.00 BC 0.03 MT20 220/195 BCLL 0.0 Rep Stress Incr NOHorz(TL) (TL) -0.00 4 4 >999/a 360 n/a BCDL 5.0 Code IBC2012/TPI2007 WB 0.07 Ho -0.00 4 n/a n/a (Matrix) Weight:19 lb FT=0%F,0%E LUMBER- TOP CHORD 2x4 DF No.t&Btr(flat) BRACING- BOT CHORD 2x4 DF No.1&Btr(flat) TOP CHORD d verbStructural wood sheathing directly applied or 3-5-0 oc purlins, except WEBS 2x4 DF Stud/Std(flat) end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 5=414/0.5-8,4=56/Mechanical Max Uplift4=-27(LC 3) Max Grav5=414(LC 1),4=98(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-264/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. 4)CAUTION,Do not erect truss backwards. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)180 lb down at 0-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:4.6=-8,13=-80 �E0,0 9 PR��� Concentrated Loads(Ib) Vert:1=-180(F) G� NGlivE -/0 2 .89782PE r .574 OREGON opt" 79:5. Altiv A5 4 EXPIRES: 12/31/2016 t August 7,2015 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MB-7473 rev.02/16/2015 BEFORE USE Design valid for use only with MDek 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 responsblily of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control.storage,delivery.erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and BCSI Building Component 777 Grenba Safely Inlormatlon available from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria.VA 22314. 7777 Greenback Lane Duke 109 fame Height`CA win Symbols Numbering System a General Safety Notes PLATE LOCATION AND ORIENTATION1 Failure to Follow Could Cause Property 3/4 Centerplate onjoint unless x, 6-4-8 dimensions shown in ft-in-sixteenths v I I (Drawings not to scale) Damage or Personal Injury offsets are indicated. i`�� Dimensions are in ft-in-sixteenths. 114•16.. 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 CL2 C2a 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves Q 1/16 4 may require bracing,or alternative Tor I p bracing should be considered. 11.11,111or U K w �� 3. Neack ver exceedmaterials theon design inadequately loading shownbraced andtrusses.never U st 4. Provide copies of this truss design to the building INIIMIIMEN=1.11.111.11111.1751.1.11.11.1111.15121.11 P. designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0 tra 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 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at Joint This symbolindicates the AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. requiredfs directien of slots in THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT *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. 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 responsibiilty of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camberfordadloarcatorion. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 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 in all respects,equal to or better than that specified. �! Indicated by symbol shown and/or m 13.Top chordsust be sheathed or purlins provided at output. Use T or I bracing by text in the bracing section of the Topcing mtindicated 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. II 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 eng(neer. ItINIMO reaction section indicates joint number where bearings occur. �� 17.Install and load vertically unless Indicated otherwise. IOW.%JINN El Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with MI� project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, • 20.Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII 7473 rev.02/16/2015