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Plans (2) .. Job Truss Truss Type Qty Ply POLYGON R46941016 PL16-124_UPPER F01 Floor 2 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:23 2016 Page 1 I D:5eV?tdjYi Iz0X2xysi FDVpzsm UO-G DiTOZ4kwy0MC H7i RRtb W NefF21 Obr2L4_Wo3fzVgyk I 1-9-12 I 2-6-0 I Scale=1:18.2 1.5x3 I I 3x4= 1.5x3 I I 3x4= 1.5x3 I I 1 2 3 4 5 8 XX/, 7 / 3x5= 3x4= 3x4= 00--1 s8-9-6-142 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.16 Vert(TL) -0.06 6-7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:47 lb FT=0%F,50%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) 6=420/0-4-0,8=420/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-688/0,3-4=-688/0 BOT CHORD 7-8=0/430,6-7=0/536 WEBS 4-6=-626/0,2-7=0/300,2-8=-557/0 NOTES- 1)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 o PROFFs 44., -7 �Nc'INEF9 OZ...U* 8 e40PE % 9 OR •No.. 0yoo�SooN RY V2- o�� Digital Signature ( EXPIRATION DATE: 12-31-16 March 31,2016 1 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 4111-7473 rev.10/032015 BEFORE USE. IN Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify-the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` - - - is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T1.I1 QuaBly Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 4 Job Truss Truss Type Qty Ply POLYGON R46941017 PL16-124_UPPER F02 Floor 12 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:23 2016 Page 1 ID:SeV?tdjYiIz0X2xysiFDVpzsmUO-GDiTcZ4kwy0MCH7iRRtbINNef92?pbnDLA_Wo3PpVgyk 1 0-94 1 2-6-0 I Scale:1/2-=1' 1.5x3 II 4x8= 1.5x3 II 3x4= 1.5x3 I I 3x5= 1.5x3 I I 1 2 3 4 5 6 7 e1 e -4111111111111111111111111 - _ t`'/ ee - 11 10 e 9 8° 4x4= 4x8= 308= 3x5= 01113 0-1 13-7-12 I Plate Offsets(X,Y)— f11:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.26 Vert(TL) -0.09 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.42 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:67 lb FT=0%F,50%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) 8=600/0-1-8,11=600/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1028/0,3-4=1028/0,45=1282/0,5-6=-1282/0 BOT CHORD 10-11=0/323,9-10=0/1326,8-9=0/834 WEBS 6-8=-973/0,6-9=0/523,4-10=349/0,2-10=0/822,2-11=-680/0 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)8. 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. �. PRQ1 �\cD NGINE•c. ,O 2 �� 8 '40PE r OP y ORE irN >`� 7i O C? Oy �qRY i2.2 �� SOON O Digital Signature EXPIRATION DATE: 12-31-16 J March 31,2016 II I __ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 0111-7473ro II-7473 e 10/03/2015 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,not 1411 ~ a truss system.Before use,the building designer must verily the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 191 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 I rJob Truss Truss Type Qty Ply POLYGON R46941018 PL16-124_UPPER F03 Floor 22 1 Job Reference(optional) Pacific Lumber&Truss Co,;. Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc..Wed Mar 30 15:10:24 2016 Page 1 I D:5eV?tdjYi Iz0X2xysiF DVpzsm UO-kQGrpv5MhG8Dq Riv?9Og3bBgrRLTKFMU leFM b5zVgyj I 2-1-4 I 2-6-0 I Scale=1:26.3 1.5x3 I I 4x6= 1.5x3 I I 3x4= 1.5x3 I I 3x8= 1.5x3 II 1 2 3 4 5 6 7 0e i I V 111111111111111 ,000.711..1.- '411114Illiiillill14111111Ss%‘„ ; e e e hr 1st 10 9 8 3x5 = 4x8= 3x8= 3x5= 0- 15-1-4 I 0-11 8 14-11-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.30 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.36 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:71 lb Fl-=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied orb-0-0 oc purlins, except BOT CHORD 2x4 DF No.t&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) 8=659/0-1-8,11=659/0-1-12 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1418/0,3-4=1418/0,45=-1476/0,5-6=-1476/0 BOT CHORD 10-11=0/811,9-10=0/1620,8-9=0/931 WEBS 6-8=1086/0,6-9=0/636,2-10=0/709,2-11=995/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 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. R OFA. c��G'<�`�NG P EF'4 d�p2 �� 8 .40PE 7f' y OR 4ifON *� C'�yO°A RY 12?O�C1 O SOON Digital Signature EXPIRATION DATE: 12-31-16 7 March 31,2016 I I . AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ITEK REFERENCE PAGE MO-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mirek0 connectors.This design is based only upon parameters shown,and is for an individual building component,not M a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall -. 11111 - -. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing - MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSI-89 and SCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heiahts CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941019 PL16-124_UPPER F04 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.640 s Sep 29 2015 MTek Industries,Inc.Wed Mar 30 15:10:24 2016 Page 1 iD:SeV?irljYilz0X2xysiFDVpzsmUO-kQGrpv5MhG8DgRiv?90g3bBgxRMEKECU IeFMb5zVgyj 1'41 2-6-0 I Scale=1:23.2 5x8 = 1.5x3 II 1.5x3 II 3x4 = 1.5x3 II 3x5 = 1.5x3 II 1 2 3 4 5 6 7 0 c 11 10 e 9 8r 5x5= 4x8= 3x6= 3x4= 0118 13-4-0 o-1- 13-2-8 Plate Offsets(X,Y)— 111:Edoe,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.25 Vert(TL) -0.08 8-9 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:65 lb FT=0%F,50%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) 8=581/0-1-8,11=581/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-899/0,3-4=-899/0,4-5=-1219/0,5-6=-1219/0 BOT CHORD 9-10=0/1230,8-9=0/802 WEBS 6-8=-936/0,6-9=0/486,4-10=-387/0,2 10=0/855,2-11=670/0 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)8. 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. <<-?,VD PROpe. : r640PE "Z1- OF r 9 ORE rd 05 &Ai RY 12•Z" \C? 00 SOON. Digital Signature EXPIRATION DATE: 12-31-16 March 31,2016 1 9 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing BYI■ ilek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Al fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Crtteda,DSB-B9 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941020 PL16-124_UPPER F05 FLOOR GIRDER 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:25 2016 Page 1 • ID:5eV?tdjYilz0X2xysiFDVpzsmUO-CcgD1 E6_SZH4RbH5Zsw3bokw6rfS3f5eXl?v8XzVgyi I 1-10-4 I 2-6-0 I Scale=1:25.7 3x4 II 4x10= 1.5x3 II 3x4= 1.5x3 II 4x10 = 3x4 II 1 12 2 13 3 14 4 15 16 5 17 6 18 19 7 e s• e 0 _ V e e e e 10 9 4x8= 4x10 = 4x8= 4x8= I 15-1-4 I 15-1-4 Plate Offsets(XV)— 11:Edge,0-1-81.18:Edoe,0-1-81.111:Edoe,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.09 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(TL) -0.15 9-10 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.52 Horz(TL) 0.04 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:75 lb FT=0%F,50%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=1049/0-5-8,8=1092/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-2144/0,3-13=2144/0,3-14=2144/0,4-14=-2144/0,415=2274/0,15-16=2274/0,5-16=2274/0, 5-17=-2274/0,6-17=-2274/0 BOT CHORD 10-11=0/1265,9-10=0/2471,8-9=0/1569 WEBS 6-8=-1819/0,6-9=0/823,5-9=278/0,410=382/0,3-10=307/0,2-10=0/1027,2-11=-1603/0 NOTES- 1)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. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)152 lb down at 13-2-8,152 lb down at 2-3-0,1171b down at 1-5-7,112 Ib down at 3-0-10,112 lb down at 4-7-13,112 Ib down at 6-3-0,112 lb down at 7-10-3,112 Ib down at 9-5-6,112 lb down at 11-0-9,and 112 lb down at 12-7-12,and 118 lb down at 14-2-15 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)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 �4.D PROFE Uniform Loads(plf) �"\ G(NE ss� Vert:8-11=-5,1-7=50 �, �, FR , Concentrated Loads(Ib) -7 Vert:6=112(F)3=112(F)2=152(F)12=117(F)13=-112(F)14=112(F)15=112(F)16=112(F)17=112(F)18=152(F) 8A(..a 40PE r 19=118(F) MOP y� . ORE 'N ,o 0 hyo�q RY 12-O,�C? SOON Digital Signature EXPIRATION DATE: 12-31-16 J March 31,2016 i I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 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,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quaiy Criteria,056.89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-124_UPPER F06 FLOOR GIRDER 2 1 R46941021 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:25 2016 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-CcgD1 E6_SZH4RbH5Zsw3bok?QriA3jDeXI?v8XzVgyi 1-10-4 I 2-6-0 1 Scale=1:25.7 3x4 II 3x5= 1.5x3 II 3x4= 1.5x3 II 3x4= 3x4 II 0 2 3 4 5 6 7 -41111111y - S ; e 10 9 3x6 = 3x6= 3x6= 3x6= I 15-1-4 15-1-4 Plate Offsets(X,Y)- II:Edae.0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.13 Vert(LL) -0.04 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(TL) -0.07 8-9 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.26 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 75 lb FT=0%F,50%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=408/0-5-8,8=408/0-5-8 Max Uplift11=122(LC 6),8=122(LC 7) Max Gray 11=487(LC 3),8=487(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1.2=2621262,2-3=957/163,3-4=-957/164,4-5=1006/150,5-6=1006/150, 6-7=-348/348 BOT CHORD 10-11=251/634,9-10=144/1068,6-9=229/734 WEBS 6-8=-858/275,6-9=304/615,4-9=-411/388,4-10=-432/373,2-10=293/674, 2-11=730/221 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=122, 8=122. 3)This truss has been designed for a total drag load of 2000 lb.Lumber DOL=(1.33)Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-1-4 for 132.4 plf. 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. �� EO PR OFA. �c\� ANG I NE'9 i% 2 kr- 8 .40PE 9f .41111F , co- OR Or N. 0/yO�gRY 12- „....,N\ O SOON Digital Signature EXPIRATION DATE:12-31-16 j March 31,2016 f __ I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE. Design valid for use only with MTekS connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters andproperly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing (Moak* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IXB 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tPlt Quality Crtieria,DSB-89 and BCSI Banding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941022 PL16-124_UPPER F07 Floor 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 Mitek Industries,Inc.Wed Mar 30 15:10:26 2016 Page 1 I D:SeV?tdjYi IzOX2xysi FD V pzsm U O-goOcEa7cDtPx31sH7ZR 180GAXF3UoEgnmykTgzzVgyh 0-11-4 I 2-6-0 I 1 1.5x3 II 2 3x4= 3 1.5x3 II Scale=1:11.3 H1J MN MN ►2 5 3x4= 3x4= �1-� 3-8-4 1 3-6-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdi�fl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.02 4-5 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:20 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-4 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=157/0-4-0,5=157/Mechanical FORCES. (Ib)-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. c�\AGNEF9s/p2 ,s_41../ 8 e40PE 9r y�OR SON o0 0y flC/,gRYi2•2 �C? OO SOON O Digital Signature EXPIRATION DATE:12-31-16 March 31,2016 1 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MN.. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss.system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Greenback Lane fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/SP11 Quality Criteria,D511-1397777 9 and SCSI Building Component =Tights Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Citrus Heights CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-124_UPPER F08 Floor 74 1 R46941023 Job Reference(optional) Pacific Lumber&Truss Co. Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:26 2016 Page 1 ID:SeV?tdjYIz0X2xysiFDVpzsmUO 1oOcEa7cDtPx3IsH7ZR IBOG9?F4foEhnmykTgzzVgyh I2-6-0 1 0-11-12 i 1 0-6-12 4rgi= 1 1.5x3 II 2 3x4 = 3 3x4 II 4 Scale=1:11.2 J • o X . 7 5 1.5x3 II 3x4= 4x6= 1-10-4 3-7-4 -181 3-7-4 0-1-8 Plate Offsets(X,Y)— 14:0-1-8,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.21 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.05 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight 28 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except BOT CHORD 2x4 DF No.1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 7=128/Mechanical,6=385/0-6-0 Max Gray 7=152(LC 3),6=385(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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)125 lb down at 4-5-12 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:Sa=ds,1-4=Bo �(( D PROre ss Concentratedert: Loads(Ib) Vert 4=125(F) ��\� ' ;::F9 /0 2 � [�OPE �• ile -7 . ORE •N a. 0 '4/4 RY 12 (1.. 0, OO SOON O Digital Signature EXPIRATION DATE: 12-31-16 March 31,2016 i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/032015 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,not ~ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding of individual truss web and/or chordmembers only.Additional temporary and permanent bracing I(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Ctrus Heights.CA 95610 Job Truss Truss Type Qty PlyPOLYGON R46941024 PL16-124_UPPER F09 Floor 15 1 Job Reference(notional) Pacific Lumber 8 Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 1510:26 2016 Page 1 1D:SeV?tdjYilz0X2xysiFDVpzsmUO 9oOcEa7cDtPx31sH7ZR180G94F4woEcnmykTgzzVgyh I 2-6-0 1 0-5-12 I 1 0-6-12 4r4i= 1 1.5x3 I I 2 4x4= 3 3x4 II 4 Scale=1:11.3 K S 1.5x3 II 7 5 3x4= 4x6 I 3-1-4 3-4-4 4-0-6I 3_1-4 d-i- I 0-8-4 0-1-8 Plate Offsets(X,Y)— 14:0.1-8,Edoel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.20 Vert(LL) 0.00 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.04 Vert(TL) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.06 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, except BOT CHORD 2x4 DF No,1&Btr(flat) end verticals. WEBS 2x4 DF Stud/Std(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braang. REACTIONS. (lb/size) 7=102/Mechanical,6=368/0-6-0 Max Gray 7=129(LC 3),6=368(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 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 suffident to support concentrated load(s)125 lb down at 3-11-12 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) d P R p Vert:5-7=8,1-4=80 ��Fl� Fe. Concentrated Loads(F) CJ NGI NEF /� SS Veit:4=-125(F) �C Vfi 9 2"9 8 .40PE f C... S-57 ON �� 03/4/CgRY i2.(12 �0' O� SOON Digital Signature ( EXPIRATION DATE: 12-31-16 March 31,2016 ti A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameterzand properly incorporate this design into the overall - - building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IPIl Qua11y Crleda,D51.89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heiahts,CA 95610 Job Truss Truss Type - Qty Ply POLYGON R46941025 PL16-124_UPPER F10 Floor 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon _ 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:27 2016 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmUO-8Ty_Sw8E_BXohvRUgHyXgDpLFfQI Xhyx?cUOCQzVgyg 1 0-5.4 I 2-6-0 I 1 1.5x3 II 2 4x4 = 31.5x3 II Scale=1:11.3 : / 5 * 4x4= 3x4= 1- 3-2-4 I 1 3-0-12 Plate Offsets(X,Y)— F5:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) 0.00 5 **** 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.05 Vert(TL) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:18 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 3-2-4 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=135/0-4-0,5=135/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)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. 2 4� 8:,4OPE I (( ,, 9 ORE •N ^411, d C 'veil RY 12 2��0. �� SOONO Digital Signature I EXPIRATION DATE: 12-31-16 March 31,2016 1 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/072015 BEFORE USE. -- ..Design void for use only with Mileconnectors.This design is based only upon parameters shown,and is for an individual budding component,not k® a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall . building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiT IC is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quality Criteria,DSB-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heiahts CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941026 P116-124_UPPER F11 Floor 33 1 Job Reference(optional) Pacific Lumber&Truss Co. Beaverton,Oregon -: - - 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:27 2016 Page 1 ID:5eV?tdjYilz0X2xysiFDVpzsmU0-8Ty_Sw8E_BXohvRUgHyXgDpL5fMFXc x?CUOCQzVgyg I 1-11-4 I 2-6-0 I Scale=1:26.0 1.5x3 I I 4x6= 1.5x3 II 3x4 = 1.5x3 I I 3x6= 1.5x3 II 1 2 3 4 5 6 7 4. . . • 4111114411111111111111111111411111114111111111111111*- 0 o • a 1l 10 y 1 3x5= 4x8 = 3x8= 3x5= 1411-4 I 00--1 8 14-9-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.06 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.29 Vert(TL) -0.10 8-9 >999 360 BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:71 lb FT=0%F,50%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) 8=651/0-1-8,11=651/0-1-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1369/0,3-4=-1369/0,4-5=-1452/0,5-6=1452/0 BOT CHORD 10-11=0/748,9-10=0/1583,8-9=0/919 WEBS 6-8=1072/0,6-9=0/622,2-10=0/725,2-11=945/0 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8,11. 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. `t�i�Ep PR OFFS' ,., �cNG{NEER is* -57 //:, .40PE f y O 410 4/ REG .,(r O Oy0 Cm Ry 12 os 0 SOON Digital Signature ( EXPIRATION DATE:12-31-16 March 31,2016 t �� I ®WARNING-WaHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. n Design void for use only with MiTek®connectors.This design is based only-upon parameters shown,and is for an individual buiding component,not a truss system.Before use,the building designer must verify the applicabilityofdesignparame.ters,and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss weband/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7 7Greenback Lane fabrication,.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fill Qually Criteria:DUand BCSI Building Component 7 7777 Greenback Safety Informailon available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Suras Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON PL16-124_UPPER F12 Floor 24 1 846941027 111 -- _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:28-2016 Page 1 ID:SeV?tdjYilz0X2xysiFDVpzsmUOc61/)/MfG8tkUff120gE_TmDRMW 3k8G4M4DGDZks2Vgyf 1 0-10-0 1 1 2-6-0 Scale=1:19.7 1.5x3 I I 3x4 = 1.5x3 II 3x4= 1.5x3 II 1 4x4= 2 3 q 5 6 e e o 2. \_ rg ° e ° '''''''''''''''''''''''''''''''.: / �CYy�y 1 98 7 x5= 4 1.5x3 II 3x5= 3x4 = I 11-4-0 11-4-0 I Plate Offsets(X,Y— 11:Edge,0-1-81 LOADING(pst) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.18 Vert(LL) -0.02 8 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.07 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:56 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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=493/0-4-0,7=493/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=501/0,1-2=309/0,2-3=309/0,34=927/0,4-5=927/0 BOT CHORD 8-9=0/795,7-8=0/656 WEBS 5-7=766/0,5-8=0/315,3-9=567/0,1-9=0/584 NOTES- 1)Provide mechanical connection(by others)of truss to bearing plate at joint(s)7. 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. ��1EQ P R O�Fss tGNGiNEF'9 /p 2 $ .40PE r- 9oR '�orv �.� �'y,&q RY 12•ZDx4O. Li soot Digital Signature EXPIRATION DATE:12-31-16 J March 31,2016 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated r So prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Miele _ is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the IYI 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights.CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941028 PL16-124_UPPER F13 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon - 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:28 2018 Page 1 ID:5eV?tdjYiIz0X2xysiFDVpzsmUO-cBWMfG8tkUffl20gE_TmDRM WB3fwGx84DGDZkszVgyf 1 1-2-12 1 1-10-0 I I 1-8-8 I Scale=1:25.4 3x4 I I 6x12= 3x4 II 3x4= 1.5x3 II 3x4= 1.5x3 I I 4x8= 3x4 I I 1 2 3 4 5 6 7 8 9 _e / .NNNNN • / .4N...NNNe z/ NJ N• 0 rb \ • o a e 13 • 12 11 5x8 = 6x16 = 3x5= 4x10= 4x6= I 1411-4 I 14-11-4 Plate Offsets(X,YI— It:Edcie,0-1-81.110:Edge,0-1-81,114:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(TL) -0.13 12-13 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.89 Horz(TL) 0.04 10 n/a n/a BCDL 5.0 Code 1BC2012/TP12007 (Matrix) Weight:80 lb FT=0%F,50%E LUMBER- BRACING- TOP CHORD 2x4 DF No.t&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) 14=1285/0-5-8,10=832/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2457/0,3-4=2458/0,4-5=-2473/0,5-6=-2473/0,6-7=-1673/0,7-8=-1673/0 BOT CHORD 13-14=0/1086,12-13=0/2559,11-12=0/2168,10-11=0/960 WEBS 8-10=1222/0,8-11=0/920,6-11=-638/0,6-12=0/393,3-13=967/0,2-13=0/1745,2-14=1646/0 NOTES- 1)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. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)825 lb down at 3-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)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(Of) Vert:10-14=-8,1-9=-80 Loads Ria D P Opp Concentrate 825(F)) Co`<'�NAGI S , d�o2 ,� 8 a40PE 9<' -v ORE •N ��� Cy��q RY 12.2 �� OO SOON O Digital Signature 1 EXPIRATION DATE: 12-31-16 March 31,2016 4 4 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.101032015 BEFORE USE. 11x Design valid for use only with Mtreke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters andproperly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only..Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QuaMy Galeria,058-89 and ICS]Buirding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941029 PL16-124_UPPER F14 FLOOR GIRDER 3 1 Job Reference(optional) Pacific Lumber&Truss Co:, Beaverton.Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.-Wed Mar 30 15:10:29 2016 Page 1 ID:SeV?tdjYiIz0X2xysiFDVpzsmUO-4N3ksc9WonwwCbsoi_?meuekS1 X?UTOSwz7HlzVgye I 1-8-4 I 2-6-0 I Scale=1:25.4 3x4 II 4x8= 1.5x3 II 3x4= 1.5x3 II 4x8 = 3x4 II 1 12 2 13 14 3 15 4 16 5 17 6 18 7 0 ./ . 0 . 0 of e y e e e 10 g 4x6= 4x10 = 4x8= 4x6= I 1411-4 14-11-4 Plate Offsets(X,V)— 11:Edae,0-1-81,(8:Edge,0-1-81 LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.07 9-10 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(TL) -0.12 9-10 >999 360 BCLL 0.0 Rep Stress Inc" NO WB 0.50 Horz(TL) 0.03 8 n/a n/a BCDL 5.0 Code IBC2012/TPI2007 (Matrix) Weight:74 lb FT=0%F,50%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=873/0-5-8,8=833/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=1758/0,13-14=-1758/0,3-14=1758/0,3-15=1758/0,415=1758/0,4-16=-1867/0,5-16=-1867/0, 5-17=1867/0,6-17=1867/0 BOT CHORD 10-11=0/921,9-10=0/2041,8-5:-.0/1245 WEBS 6-8=1444/0,6-9=0/726,4-10=331/0,3-10=308/0,2-10=0/977,2-11=-1209/0 NOTES- 1)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. 2)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)129 lb down at 3-11-8,129 lb down at 13-3-0,100 lb down at 0-8-9,95 lb down at 2-3-12,89 lb down at 5-6-2,89 lb down at 7-1-5,89 lb down at 8-8-8,and 89 lb down at 10-3-11,and 89 lb down at 11-10-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. 3)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:8-11=5,1-7=50 �RtiO PROFFs Concentrated Loads(Ib) .Gc� NGINE'& L>i Vert:6=-89(F)4=-89(F)12=-100(F)13=-95(F)14=129(F)15=-89(F)16=-89(F)17=89(F)18=-129(F) ,� 4' 9 2 izt 8 940PE 9f' OF y ORE oN r� C1/22&q R 12.29`J0' 00 O SOON Digital Signature 1 EXPIRATION DATE: 12-31-16 March 31,2016 4 I WARNING-Ve' mom rity deal gn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M147473 rev.10/03/2015 BEFORE USE. " Design valid for use only with Wen®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system,Before u5e,:the buildingdesigner must verify the applicability of design parameters and properly incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing -MiTek.- is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fXE 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 Quality Criteria,DSI-89 and ICSI Building Component 7777 Greenback Lane Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights,CA 95610 Job Truss Truss Type Qty Ply POLYGON R46941030 PL16-124 UPPER F15 Floor 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,Oregon 7.640 s Sep 29 2015 MiTek Industries,Inc.Wed Mar 30 15:10:29 2016 Page 1 ID:5eV?tdjYi Iz0X2xysiFDVpzsmUO-4N3ksc9WonWwCbsoi_?meuhkS4s?ZcDSwz7HlzVgye I 1-5-12 I 2-6-0 I Scale=1:17.6 1.5x3 II3x4= 1.5x3 II 3x4= 1.5x3 II 1 2 3 4 5 2 8eX 7 3x5= 3 3x4= x4= 1 944 00--118 9-2-12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.01 7 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL) -0.07 6-7 >999 360 BCLL 0.0 Rep Stress Ina YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code IBC2012/TP12007 (Matrix) Weight:46 lb FT=0%F,50%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) 6=406/04-0,8=406/0-4-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-639/0,3-4=639/0 BOT CHORD 7-8=0/356,6-7=0/511 WEBS 4-6=597/0,2-7=0/330,2-8=-504/0 NOTES- 1)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. coca G P EF9 % c48 •40PE 9f OF i y ORE q �� O 0y (igRY 12? �C? 00 SOONO Digital Signature EXPIRATION DATE:12-31-16 March 31,2016 e I .r ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE. 11111 I. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual bulding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. ek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl QuaBy Criteria,DSI-89 and SCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Sale rus 109 CitHeinhts,CA 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 1 3/4" Center plate on joint unless x,y I 6-4-8 I dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. liNk Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal orX-bracing,is always required. See BCSI. MIIMEEE0.1/16' 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves AIM— IENt1111L111111)111 4mayrequirebracing,oralternativeTarIbracingshouldbeconsidered.IN� 3. Never exceed the design loading shown and never (-3' stack materials on inadequately braced trusses. For 4 x 2 orientation,locate C7-8 C6-7 cs6 O 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0-"s'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 in all respects,equal to or better than that �! Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings (supports) occur. Icons vary but16.Do not cut or alter truss member or plate without prior ■ reaction section indicates joint ©2012 MiTek®All Rights Reservedapproval of an engineer. � number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. INN NM 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. NI 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: Building Component Safety Information, I\1 it 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.10/03/2015 3./ 4 6/ -00A,42- / O0A(-iZ/ 3e., o s cJ S/72.-t- T - f,- »g El CONFORMS TO DESIGN CONCEPT CONFORMS TO ® CONFORMS TO DESIGN CONCEPT 15'-5 ib ❑ REVISIONS NOTED CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT W'TH d R 0 NON-CONFORMING-REVISE&RESUBMIT REVISIONS AS SHOWN � � THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ❑ NON-CONFORMING-REVISE AND R^SUBMIT " 91—vR 9'-8" $ WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE . N FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE 10i-31 j2R C ""' --{{ DRAWINGS SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE 7 f _ PRIORITY OVER THIS SHOP DRAWING. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH TF-E—1 j ey By David R Burnett Date 4/7/16 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF Wyly{ VC��' � 11 -2 1 21-7 MILBRANDT ARCHITECTS OVER THIS SHOP DRAWING. L yj,,��( s By: Arnold R.Solomon Date:A.lialiffl'.6 I-. CT ENGINEERING INC " N I l I 1 I I I 1;' i E ! 1 I 1, 1" I I l I I I I I I I I I I l I I <_ i I t iii l�!� �.l -1 P1,iI1FMJE!t/c:�I 1i 1...._ _ 1� II1' ice;®i I ® I I jjI Ic7) i MAG i 1 I +I4 1 I�/,... a, i�l'li��l - -II - �I "11. L:ii,,,,,,o.,,,.1 moi:iiIf '1IIII L ! bigum.. x_ .. 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