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Plans (7) psi 201 -60►t49 14037 Wakilf 20 MiTek' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: Tenrra- FR2 553 Bella TRECEIVED Bella APR 15 '2P1 CITY OF TIGARD BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA,Inc. under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K5276232 thru K5276294 My license renewal date for the state of Oregon is December 31,2019. �ED PROFes s � NGINEc9 /"2 4 89200PE 9r 'ItOREGON lvCr <O -1)- 14, 2.° v7.- . 2 '— October 15,2018 Baxter, David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type - Qty Ply Bella Terra-FR2 K5278232 B1803553 A01 California Girder 1 w L Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.210 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct15 14:38:08 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-brQpnSxedN?3riPALSvrFH9DS171Ch0_JeJnYXyT6Uz -1-4-0 3-6-6 7-4-14 7-10-15 . 11-8-12 16-3-0 20-9-4 24-7-1 25-1-2 28-8-14 32-0-8 1-4-0 3-6-6 3-10-8 0-6-1 3-9-13 4-6-4 4-6-4 3-9-13 0-6-1 3-7-12 3-3-10 Scale=1:58.3 7x14 MT18H 4.00 12 2x4 4x8 - 204 7x14 MT18H 4-20 �.21 >22 23.< 24 v 6 X 25 x: 7 826 19 _r • -o-,„ _ 3x4 3x4% -,.... - _ a .:o a o 1. 9 ro �o d 4x12 27 18 28 29 17 30 31 16 32 33 15 14 34 35 13 36 37 12 38 11 39 4o 4x12 2x4 4x4 4x8 7x14 MT18H 4x8 304 204 2x4 3-6-6 _ 7-4-14 11-8-12 1673-0 __... 20-9-4 _ 25 1 2 __.. 28-8-14 32-0-8 3-6-6 3-10-8 4-3-14 4-6-4 4-6-4 4-3-14 3-7-12 3-3-10 Plate Offsets(X,Y)-- [2:0-6-0,0-1-12],[4:0-8-1,Edge],_[8:0-8-1,Edge],[13:0-1-12,0-1-8],[16:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.53 15 >714 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -1.12 13-15 >339 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor NO WB 0.76 Horz(CT) 0.17 10 n/a n/a BCLL 0.0* Code IBC2015/TP12014 Matrix-SH Weight:335 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins,except BOT CHORD 2x6 DF 2400E 2.0E 2-0-0 oc purlins(3-1-0 max.):4-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=3745/Mechanical,2=3634/0-5-8 Max Horz 2=64(LC 48) Max Uplift 10=-1109(LC 11),2=-1114(LC 6) Max Gray 10=3923(LC 29),2=3903(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-10154/2846,3-19=-10525/3142,4-19=-10444/3135,4-20=-12770/3994, • 20-21=-12770/3994,5-21=-12770/3994,5-22=-12770/3994,22-23=-12770/3994, 23-24=-12770/3994,6-24=-12770/3994,6-25=-13077/4234,7-25=-13077/4234, 7-26=-13077/4234,8-26=-13077/4234,8-9=-10774/3368,9-10=-10073/2944 BOT CHORD 2-27=-2695/9551,18-27=-2695/9551,18-28=-2695/9551,28-29=-2695/9551, • 17-29=-2695/9551,17-30=-2965/10007,30-31=-2965/10007,16-31=-2965/10007, . 16-32=-4549/14409,32-33=-4549/14409,15-33=-4549/14409,14-15=-4549/14409, • 14-34=-4549/14409,34-35=-4549/14409,13-35=-4549/14409,13-36=-3142/10247, 36-37=-3142/10247,12-37=-3142/10247,12-38=-2728/9382,38-39=-2728/9382, 11-39=-2728/9382,11-40=-2728/9382,10-40=-2728/9382 WEBS 3-17=-512/833,4-17=-66/759,4-16=-1133/3281,5-16=-796/447,6-16=-1887/739, 6-15=0/686,6-13=-1634/638,7-13=-521/227,8-13=-1156/3420,8-12=-157/936, 9-12=-574/1378 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply a+;'..." connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25fl;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. October 15,2018 Continued on page 2 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 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 • MiTeke 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,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276232 B1803553 A01 California Girder 1 Job Reference(optional). Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:08 2018 Page 2 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-brQpnSxedN?3riPAL5vrFH9DS171Ch0 JeJnYXyT6Uz NOTES- 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Refer to girder(s)for truss to truss connections. 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1109 lb uplift at joint 10 and 1114 lb uplift at joint 2. 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TR 1. 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord, skewed 0.0 deg.to the left,sloping 0.0 deg.down. 17)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 6-0-0 oc max.starting at 4-0-12 from the left end to 30-5-4 to connect truss(es)to front face of bottom chord. 18)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent spaced at 4-3-2 oc max.starting at 19-4-7 from the left end to 23-7-9 to connect truss(es)to front face of bottom chord. 19)Fill all nail holes where hanger is in contact with lumber. 20)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)143 lb down and 76 lb up at 6-0-12,301 lb down and 195 lb up at 7-11-11, 314 lb down and 199 lb up at 10-0-12,307 lb down and 204 lb up at 12-0-12,274 lb down and 204 lb up at 14-0-12,251 lb down and 189 lb up at 16-0-12,251 lb down and 189 lb up at 16-5-4,and 274 lb down and 204 lb up at 18-5-4,and 351 lb down and 204 lb up at 24-6-5 on top chord,and 114 lb down at 16-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,8-10=-64,2-10=-20 Concentrated Loads(Ib) Vert:15=-114(F)6=-364 19=-108(F)20=-202 21=-249 22=-238 24=-206 25=-206 26=-252 27=-36(F)28=-57(F)29=-473(F)30=-57(F)31=-57(F)32=-57(F)33=-57(F) 34=-57(F)35=-564(F)36=-613(F)37=-57(F)38=-473(F)39=-57(F)40=-57(F) • WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 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/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bela Terra-FR2 K5276233 B1803553 A02 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print,8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:10 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-XDYaC8zv9_Fn4?ZZSWyJKiFc8YkVgg7HnyoudQyT6Ux -1-4-0 4-6-6 9-2-0 9-10-15 16-3-0 22-7-1 23-4-1 27-8-14 32-0-8 1-4-0 4-6-6 4-7-10 0-9-0 6-4-1 6-4-1 0-9-0 4-4-14 4-3-10 Scale=1:58.3 5x10 400 12 4x8 5x8 15 16 17 x18 5 ,,� 19 20 ,21 22-6_" 204 s- _ 2x4 oS 3 8 M qt 5 0 4x12 - 12 11 10 9 4x12'- 4x8 - 4x8 • 5x12 MT18H 2x4 9-2-0 _. 16-3-0 -. ... 23-4-1 32-0-8 9-2-0 7-1-0 7-1-1 8.8.7. Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[5:0 4-0,0-1-8],[8:Edge,0-1-10],[9:0-2-12,0-2-0],[12:0-1-15,0-2-0] LOADING(psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.46 11 >829 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.84 11-12 >453 180 MT18H 220/195 TCDL 7.0 Rep Stress!nor YES WB 0.40 Horz(CT) 0.24 8 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-SH Weight:150 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-5-15 oc purlins,except 4-6:2x6 DF No.2 2-0-0 oc purlins(3-3-15 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-1-13 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-12,5-9 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 DF Std-G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1499/Mechanical,2=1630/0-5-8 Max Horz 2=74(LC 12) Max Uplift8=-391(LC 9),2=-477(LC 8) Max Gray 8=1856(LC 31),2=2062(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-4847/1127,3-13=-4779/1138,3-14=4391/1023,4-14=-4318/1034, 4-15=-4099/1021,15-16=-4099/1021,16-17=-4099/1021,17-18=-4099/1021, 5-18=-4099/1021,5-19=-3929/1023,19-20=-3929/1023,20-21=-3929/1023, 21-22=-3929/1023,6-22=-3929/1023,6-7=-4212/1040,7-23=-4419/1154, 8-23=4538/1143 BOT CHORD 2-12=-1014/4498,11-12=-1179/5038,10-11=-1179/5038,9-10=-1179/5038, • 8-9=-1032/4193 WEBS 3-12=-462/275,4-12=-62/682,5-12=-1236/396,5-9=-1407/438,6-9=-78/725, 7-9=-382/278 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-10-7,Interior(1)1-10-7 to 4-9-6,Exterior(2)4-9-6 to 13-10-2,Interior(1) 13-10-2 to 18-7-14,Exterior(2)18-7-14 to 27-11-13,Interior(1)27-11-13 to 28-9-5,Exterior(2)28-9-5 to 31-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. • 10)Refer to girder(s)for truss to truss connections. October 15,2018 Continued on page 2 • ww� A 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 11111 ' 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 Mark' 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 ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component i 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276233 81803553 A02 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run.8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:10 2018 Page 2 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-XDYaC8zv9_Fn4?ZZSWyJKiFc8YkVgg7HnyoudQyT6Ux NOTES- 11)Provide mechanical connection(by others)of truss to-bearing plate capable of withstanding 391 lb uplift at joint 8 and 477 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)171 lb down and 150 lb up at 9-11-11,111 lb down and 118 lb up at 12-0-12,123 lb down and 125 lb up at 14-0-12,115 lb down and 125 lb up at 16-0-12,115 lb down and 125 lb up at 16-5-4,123 lb down and 125 lb up at 18-5-4,and 104 lb down and 111 lb up at 19-4-7,and 109 lb down and 128 lb up at 22-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,6-8=-64,2-8=-20 Concentrated Loads(Ib) Vert:5=-92 15=-72 16=-46 17=-54 20=-54 21=-34 22=-10 • • • • • a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 mc.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 �x 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 MiT®k" 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,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276234 B1803553 A03 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:11 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-?Q6yPU_XwINei9810DTYtwnoXy4EP8107cXR9syT6Uw -1-4-0 4-6-6 _ 9-2-0 11-10-15 16-3-0 _ 20-7-1 _ 23-4-1 27-8-14 32-0-8 - 1-4-0 4-6-6 4-7-10 2-8-15 4-4-1 4-4-1 2-9-0 4-4-14 4-3-10 Scale=1:58.3 5x10 4.00 12 '- 5 4x8 8 5x10 4 6 _ 16 =c o t _ -_ 24 0 2x4" __ 1.7. 18 19 .......20 21 22 23 7 2x4 c5 v 3 _ — �- 9 v 4 -- ..., _ 25 v 15 - - - - m 4x12 14 13 12 11 5x8 0 4x8 5x12 MT18H 4x8 2x4 9-2-0 _. _. _ - 16-3-0 23-4-132-0-8 9-2-0 7-7-0 7-1-1 _.. 8-8-7. _. Plate Offsets(X,Y)-- [2:0-0-0,0-0-41,[6:0-4-0,0-1-12][10:0-0-0,0-1-8][11:0-2-8,0-2-0]_ LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.45 13 >847 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.86 13-14 >442 180 MT18H 220/195 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:154 lb FT=10% LUMBER- - BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins,except 4-7:2x6 DF No.2 2-0-0 oc purlins(3-0-14 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-4-13 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 6-14,6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1540/Mechanical,2=1624/0-5-8 Max Horz 2=93(LC 52) Max Uplift 10=-453(LC 9),2=-535(LC 8) Max Gray 10=1983(LC 31),2=2139(LC 31) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-15=-5034/1946,3-15=-4961/1955,3-16=-4690/2091,4-16=-4553/2102, 4-17=-4409/2223,17-18=-4409/2223,18-19=-4409/2223,6-19=-4409/2223, • 6-20=-4386/2218,20-21=-4386/2218,21-22=-4386/2218,22-23=-4386/2218, 7-23=-4386/2218,7-24=-4529/2098,9-24=-4658/2093,9-25=-4743/1944, 25-26=-4794/1941,10-26=-4848/1934 BOT CHORD 2-14=-1776/4669,13-14=-2294/4973,12-13=-2294/4973,11-12=-2294/4973, 10-11=-1760/4476 WEBS 4-14=-45/606,6-14=-1198/394,6-11=-1260/399,7-11=-49/565,9-11=-175/328 i NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-10-7,Interior(1)1-10-7 to 7-4-9,Exterior(2)7-4-9 to 13-10-2,Interior(1) 13-10-2 to 18-7-14,Exterior(2)18-7-14 to 25-1-7,Interior(1)25-1-7 to 28-9-5,Exterior(2)28-9-5 to 31-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `9`5 _'-. non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. October 15,2018 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M1I-7473 me.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 ', e 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 �Y�III A1Tele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the• R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB39 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Nexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276234 81803553 A03 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:12 2018 Page 2 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-UcgKdq_9hc VVJJjxax_nP7KzH MQT8bGZEGH?hlyT6Uv NOTES- 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 453 lb uplift at joint 10 and 535 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)144 lb down and 107 lb up at 20-6-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,45=-64,4-7=-64,7-8=-64,7-10=-64,2-10=-20 Concentrated Loads(Ib) Vert:23=-65 • • • • • • • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1•7473 rev.1OPo3/2015 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,not1111 * 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276235 51803553 A04 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:3813 2018 Page 1 1D:G 14?dfwtiLYHgxW98D7hxzyT7k7-yoEigA?nRvdMxT188e VOyLt7bmmgb(ZjTwOYDlyT6Uu -1-4-0 6-6-6 13-2-0 13-10-15 18-7-1 19-4-0 25-8-14 32-0-8 1-4-0 6-6-6 6-7-10 0-9-0 4-8-2 0-9-0 6-4-14 6-3-10 ' Scale=1:58.3 8x8 5x8 '-_ 4.00 12 4,x23 . 24,E 25 .., 26..5 = 27 3x6>. 21 . 28 3x4 - 0 3 g v oa a 20 _ ,, ! � 29 30 < 19 _^ '� - - .0 0 12 11 10 9 8 _._.. _ o 4012 2x4 3x6 5x12 MT18H 2x4 4x12 4x8 6-6-6 13-2-0 _ 19-4-0 25-8-14 32-0-8 6-6-6 6-7-10 6-2-1 6-4-14 6-3-10 Plate Offsets(X,Y)-- [2:0-0-0,0-0-41,[7:0-0-0,0-0-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.39 11-12 >991 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(CT) -0.71 11-12 >539 180 MT18H 220/195 BCLL 0.0 * Rep Stress Incr YES WB 0.80 Horz(CT) 0.22 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:145 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-5:2x6 DF No.2 2-0-0 oc purlins(3-8-11 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-11 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 DF Std-G be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 7=1483/Mechanical,2=1570/0-5-8 Max Horz 2=105(LC 12) Max Uplift7=-359(LC 9),2=-432(LC 8) Max Gray 7=2004(LC 31),2=2153(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-5216/933,19-20=-5157/938,3-20=-5140/946,3-21=-4025/811,21-22=-3918/814, 4-22=-3860/822,4-23=-3589/804,23-24=-3586/804,24-25=-3583/804,25-26=-3581/804, 5-26=-3578/805,5-27=-3736/805,27-28=-3777/797,6-28=-3879/793,6-29=-4772/928, • 29-30=-4786/920,7-30=4881/914 - BOT CHORD 2-12=-880/4892,11-12=-880/4892,10-11=-648/3724,9-10=-648/3724,8-9=-822/4527, 7-8=-822/4527 WEBS 3-12=0/264,3-11=-1212/342,4-11=-30/509,4-9=-398/138,5-9=-37/592,6-9=-1002/317 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-10-7,Interior(1)1-10-7 to 8-9-6,Exterior(2)8-9-6 to 23-8-10,Interior(1) 23-8-10 to 28-9-5,Exterior(2)28-9-5 to 31-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 'g9:1eL7--,7d57:::.•:-`— m-' . non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 359 lb uplift at joint 7 and 432 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 15,2018 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 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 f 1:TeI.l' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y�� " fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i ' Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276235 B1803553 A04 California 1 1 • Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:14 2018 Page 2 ID:G 14?dfwtiLYHgx W98D7hxzyT7k7-07052 WOPCDIDZdtKhMOFUYPIL963cOpsiam5mByT6 Ut NOTES- 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 lb down and 151 lb up at 13-11-11,123 lb down and 120 lb up at 16-0-12,and 123 lb down and 120 lb up at 16-5-4,and 171 lb down and 155 lb up at 18-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-7=-64,13-16=-20 Concentrated Loads(Ib) Vert:23=-90 24=-57 25=-57 26=-72 • • • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2019 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 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 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,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 3t2,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276236 81803553 A05 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss.Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:15 2018 Page 1 ID:G 14?dfwtiLYHgxW 98D7hxzyT7k7-uBLTFr11zXt4Am R W F3XU1 myR?ZQVLwFOwEVfldyT6Us 16-7-1 -1-4-0 7-6-6 _ _ 15-2-0 15-10-15 17-4-0 24-8-14 32-0-8 ' 1-4-0 7-6-6 7-7-10 0-9-0 0-9-0 7-4-14 7-3-10 0-8-2 Scale=1:58.3 8x8 5x8 - • - 4 23,24 5 4.00.12 --‹.--Y- {d^-� 22 _ r � — 25 3x6-< 3x6 21 _ .,, �,A _ 266o ` c 27 a v 20 - • N . � -1y i - 28 9 2 o. c 12 11 10 9 8 2x4 3x6 408 4x12 5x12 MT18H 2x4 4012 - .. -. ... 7-6-6 __-.- - 15-2-0 17-4-0 _- - 24-8-14 32-0-8 7-6-6 7-7-10 2-2-1 7-4-14 7-3-10 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[4:0-4-0,0-3-8],[7:0-0-0,0-0-8],[10:0-1-15,0-2-0],[11:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.39 8-10 >979 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(CT) -0.78 11-12 >492 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.22 7 n/a n/a BCLL 0.0 ' Code IBC2015/TP12014 Matrix-AS Weight:145 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-5:2x6 DF No.2 2-0-0 oc purlins(3-11-10 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-11,6-10 WEDGE MiTek recommends that Stabilizers and required cross bracing Right:2x4 DF Std-G be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (lb/size) 7=1443/Mechanical,2=1530/0-5-8 Max Horz 2=117(LC 12) • Max Uplift7=-350(LC 9),2=-422(LC 8) Max Gray 7=2027(LC 31),2=2171(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-5171/860,19-20=-5104/866,3-20=-4994/876,3-21=-3697/708,21-22=-3595/714, 4-22=-3568/725,4-23=-3323/725,23-24=-3316/724,5-24=-3308/725,5-25=-3489/715, 25-26=-3595/703,6-26=-3613/695,6-27=-4695/864,27-28=-4783/854,7-28=-4901/854 BOT CHORD 2-12=-837/4842,11-12=-837/4842,10-11=-534/3389,9-10=-755/4537,8-9=-755/4537, 7-8=-755/4537 WEBS 3-12=0/320,3-11=-1514/387,4-11=-59/552,4-10=-436/157,5-10=-116/757, 6-10=-1301/359,6-8=0/282 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-10-7,Interior(1)1-10-7 to 10-9-6,Exterior(2)10-9-6 to 21-10.6,Interior(1) 21-10-6 to 28-10-1,Exterior(2)28-10-1 to 32-0-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roOf load of 25.0 psf on overhangs — non-concurrent with other live loads. r^-"-" 5)Provide adequate drainage to prevent water ponding. • 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. . 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 350 lb uplift at joint 7 and 422 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 15,2018 Continued on page 2 Ng i a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 5111-7073 rev.10/03!1015 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 ANSIITPI1 quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type - Qty Ply Bela Terra-FR2 K5276236 81803553 A05 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss.Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:15 2018 Page 2 1D:G 14?dfwtiLYHgxW98D7hxzyT7k7-uBLTFr11zXt4AmR WF3XUI myR?ZQVLwFOwE VfIdyT6Us NOTES 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down and 102 lb up at 15-11-11,and 138 lb down and 102 lb up at 16-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-7=-64,13-16=-20 Concentrated Loads(Ib) Vert:23=-102 24=-94 • • • • • A 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 verity 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 ANSVTPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276237 81803553 A06 MOD.QUEEN 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run'.8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:16 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-M NvrSB2fkq?xowOjpm3jazViQzgo4LR99uFCg4yT6Ur -1-4-0 5-11-10 11-3-15 16-3-0 21-2-1 26-6-6 32-0-8 1-4-0 5-11-10 5-4-6 4-11-1 4-11-1 5-4-6 5-6-2 Scale=1:56.4 4x4 5 4.00 12 - -- 16 3x4 4 g 14 , ,-, _ 17 2x4" • ' i A2x4 i, • 13 A- �� 18 2 ,V /moi - 8 • o oma _ _.-- ,7 12. 11 10 9 4x8 3x4 ." 4x8 4x6 3x4 4x6 _ 8-6-7 163-0 _..... _. 23-11-9 32-0-5 8-6-7 7-8-9 7-8-9 8-0-15 Plate Offsets(X,Y)-- [8:0-0-0,0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.21 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.54 11-12 >706 180 BCLL 0.0* Rep Stress Incr . YES WB 0.60 Horz(CT)- 0.16 8 n/a n/a Matrix-RH Weight:138 lb FT=10% BCDL 10.0 Code IBC2015/TP12014 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1331/Mechanical,2=1436/0-5-8 Max Horz 2=121(LC 16) Max Uplift 8=-323(LC 9),2=-408(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-3361/798,3-13=-3306/812,3-14=-3035/682,4-14=-2934/690,4-15=-2119/553, 5-15=-2059/563,5-16=-2059/563,6-16=-2119/555,6-17=-2880/691,7-17=-2980/684, 7-18=-3195/807,8-18=-3254/799 BOT CHORD 2-12=-790/3118,11-12=-569/2548,10-11=-525/2523,9-10=-525/2523,8-9=-705/3015 WEBS 3-12=-359/245,4-12=-56/479,4-11=-883/316,5-11=-199/1053,6-11=-879/313, 6-9=-51/441,7-9=-295/231 NOTES • - 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-10-7,Interior(1)1-10-7 to 13-0-9,Exterior(2)13-0-9 to 19-5-7,Interior(1) • 19-5-7 to 28-9-5,Exterior(2)28-9-5 to 31-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs i non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 8 and 408 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 A 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 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K527623e B1803553 A07 MOD.QUEEN 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:17 2018 Page 1 I D:G 14?dfwtiLYHgx W98D7hxzyT7k7-gZTDgX21 V87oQ4bvNUay6B t vDNGjpsYJOY_IM WyT6Uq -1-4-0 6-3-8 6-7-9 11-3-15 16-3-0 21-2-1 26-2-8 32-0-8 1-4-0 6-3-8 0-4-1 4-8-6 4-11-1 4-11-1 5-0-7 - 5-10-0 Scale=1:56.3 4x4 5 400 12 3x4 3x4 " 4 ,,, 15 e 16 3x4= ,� .� o _ A� i 2x4 12 �- 7 N 3 // 77 - .0 a.._ e tdr ._ o. 1413 12 11 10 9 3x6 2x4 304 3x8 • 4x6 • 304 3x6 6-7-9 _.. . 8-9-6 16-3A 23-8-10 32-0-8 6-7-9 2-1-13 75-10 7510 .MIME 83-14. Plate Offsets(X,Y)-- [2:0-5-2,0-1-6],[8:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.12 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.28 11-12 >999 180 BCLL 0.0 Rep Stress lncr NO WB 0.29 Horz(CT) 0.06 8 n/a n/a • BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:324 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 8=1468/Mechanical,2=2074/0-5-8 Max Horz 2=123(LC 28) Max Uplift 8=-368(LC 7),2=-632(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5068/1337,3-15=-4216/1093,4-15=-4130/1104,4-5=-2582/649,5-6=-2584/648, 6-16=-3327/834,7-16=-3422/827,7-8=-3717/950 BOT CHORD , 2-14=-1285/4738,13-14=-1285/4738,12-13=-1285/4738,11-12=-823/3331, 10-11=-627/2957,9-10=-627/2957,8-9=-842/3447 WEBS 3-12=-1112/436,4-12=-292/1103,4-11=-1299/449,5-11=-271/1304,6-11=-859/302, 6-9=-62/431,7-9=-313/240,3-13=-188/719 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. • Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD-CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. oe:2„.ee:re:o.--- —"''. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. -9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 368 lb uplift at joint 8 and 632 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent spaced at 4-3-2 oc max.starting at 2.4-7 from the left end to 6-7-9 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. October 15,2018 Continued on page 2 l MIME a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job - Truss Truss Type Qty Ply Bella Terra-FR2 - K5276238 81803553 A07 MOD.QUEEN 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:17 2018 Page 2 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-gZTDgX2t V87oQ4bvNUay6B 1 vDNGjpsYJOY_IM WyT6 Uq LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-8=-20,1-5=-64,5-8=-64 Concentrated Loads(Ib) Vert:13=-628(B)14=-147(B) • • • N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/032015 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For genera!guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss ..Truss Type Qty Ply Bella Terra-FR2 . K5276239 61803553 A08 Common 1 1 - - Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Pnnt'8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:3817 2018 Page 1 . ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-gZTDgX2IV87oQ4bvNUay6B t uGNCjpolJOY_IM WyT6Uq 4-6-13 9-5-14 14-4-15 _ 19-9-4 25-3-6 4-6-13 4-11-1 4-11-0 5-4-6 5-6-2 Scale=1:43.1 4x4 4.00 12 3 4 15 3x416 3x4 -.- 13 2 12 -N '' /' ��� � 4x4 0 2x4 c. 1 ' \, �'�. v 10 9 8 7 11 3x6 - 3x6 3x4 3x8 2x4 3x8 - 1-9-5 1727 1-9-5 15-5-1 _ 25-16. _. _...... _..... 8-0 Plate Offsets(X,Y)-- [2:0-1-12,0-1-8],[6:0-0-0,0-0-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 25.0 • (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.10 6-7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.32 6-7 >947 180 BCLL 0.0 Rep Stress Incr YES - WB 0.53 Horz(CT) 0.07 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:118 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-13 oc bracing:6-7. MiTek recommends that Stabilizers and required cross bracing ' - be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=1053/Mechanical,11=1053/Mechanical Max Horz 11=-114(LC 13) • Max Uplift6=-272(LC 9),11=-234(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-608/175,12-13=-556/179,2-13=-536/183,2-14=-1274/377,3-14=-1213/387, 3-15=-1213/387,15-16=-1235/380,4-16=-1274/376,4-5=-2168/544,5-17=-2409/663, 6-17=-2464/655,1-11=-1081/259 BOT CHORD 9-10=-220/1036,8-9=-361/1735,7-8=-361/1735,6-7=-571/2275 WEBS 2-10=-816/277,2-9=-18/258,3-9=-100/520,4-9=-783/317,1-10=-168/967,4-7=-57/456, 5-7=-333/236 • NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;Enclosed;,MWFRS (envelope)gable end zone and C-C Exterior(2)0-1-13 to 3-1-13,Interior(1)3-1-13 to 6-5-14,Exterior(2)6-5-14 to 12-5-14,Interior(1) 12-5-14 to 22-2-10,Exterior(2)22-2-10 to 25-2-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 272 lb uplift at joint 6 and 234 lb uplift at joint 11. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 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 preveppt buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to preven(collapse with possible personal injury and property damage. For general guidance regarding the MITek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job - Truss Truss Type Qty . Ply Beta Terra-FR2 K5276240 B1803553 AO8A Jack-Closed 1 1 ' Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss.Beaverton,OR 97005 j Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:18 2018 Page 1 ID:G 14?dfwtiLYHgx W 98D7hxzyT7k7-Im 1 btt3wGSFe 1 EA5wB5BfOa6HnfkYNHScCkJvyyT6Up -1-4-0 2-2-14 1-4-0 2-2-14 2x4 Scale=1:8.3 3 4 • 4.00 12 7 O 2 01_g i • • q -y " o __ 6 :-:' ,. ' / 2x4 , 3x41: 5 2-2-14 2-2-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES• GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.00 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:9 lb FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=53/Mechanical,2=216f0-5-8 • Max Horz 2=46(LC 9) Max Uplift6=-41(LC 18),2=-136(LC 8) Max Gray 6=57(LC 19),2=287(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES • - 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 6 and 136 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 AMMONIUM liiiiiiMMENEEKP A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03!2015 BEFORE USE i, lil 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 ANSIRPI1 Quality Criteria,DSB.89 and BCSI Building Component l 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276241 B1803553 I A09 MOD.QUEEN 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run.8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:19 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-myb_5D4Y11NVfOIlUvcOBb7FZAyzHmxbrsTsROyT6Uo -1-4-0 6-3-9 6-7-9 11-3-15 _.. 16-3-0 21-2-1 26-2-8 32-0-8 1-4-0 6-3-8 0-4-1 4-8-6 4-11-1 4-11-1 5-0-7 5-10-0 Scale=1:56.3 4x4 5 4.00 12 - - 3x4 "- �� 3x4 = - 15 16 3x4 2x4 a, 7 eC / B 1413 12 11 10 9 3x6 ' 2x4 3x4 3x8 4x6 - 3x4 3x6 6-7-9 _... _ 8-9-6 16-3-0 _ - 23-8-10 32-0-8 _.. ._.. 6-7-9 2-1-13 7-5-10 7-5-10 8-3-14 Plate Offsets(X,Y)-- 12:0-5-6,0-1.61,[8:0-2-4,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip IDOL 1.15 TC 0.28 Vert(LL) -0.12 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT) -0.29 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-SH Weight:324 lb FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 8=1482/Mechanical,2=2147/0-5-8 Max Horz 2=123(LC 14) Max Uplift 8=-371(LC 7),2=-649(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten:-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5242/1376,3-15=-4334/1120,4-15=-4248/1131,4-5=-2626/658,5-6=-2627/657, 6-16=-3369/843,7-16=-3464/836,7-8=-3758/959 BOT CHORD 2-14=-1322/4904,13-14=-1322/4904,12-13=-1322/4904,11-12=-840/3408, 10-11=-636/2997,9-10=-636/2997,8-9=-851/3486 WEBS 3-12=-1188/453,4-12=-306/1164,4-11=-1344/459,5-11=-277/1332,6-11=-858/302, 6-9=-63/430,7-9=-312/240,3-13=-2041791 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs other non-concurrentwith other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. —1 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 371 lb uplift at joint 8 and 649 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 13)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent spaced at 4-3-2 oc max.starting at 2-4-7 from the left end to 6-7-9 to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. October 15,2018 Continued on page 2 l WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 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 MI I.R.k* 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/7P11 Quality Criteria,DSB•89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss •Truss Type Qty Ply Bella Terra-FR2 K5276241 61803553 A09 MOD.QUEEN 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:19 2018 Page 2 ID:G 14?dfwtiLYHgx W 98D7hxzyT7k7-myb_5D4Y1INVfOIIUVcOBb7FZAyzHmxbrsTsROyT6Uo LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-8=-20,1-5=-64,5-8=-64 Concentrated Loads(Ib) Vert:13=-689(F)14=173(F) • • • • • A 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 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276242 51803553 A10 MOD.QUEEN 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton.OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:19 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-myb_5D4Y11NVfOIlUvcQBb7DgAsVHhAbrsTsROyT6Uo -1-4-0 5-11-10 - _ 11-3-15 16-3-0 21-2-1 26-6-6 32-0-8 14-0 5-11-10 5-4-6 4-11-1 4-11-1 5-4-6 562. . Scale=1:56.4 4x4 5 4.00 12 3x4 :. 15 '- 16 3x4 4 = 6 14 e 17 A o 2x4 %/ �� i A�\ ,- 2x4 i ,n 3 i 13 �V /// 'N� - 00 O 12 1 10 9 4x8 3x4 4x8 4x6 3x4 4x6 _.. 8-6-716-3-0 23-11-9 32-0-8 8-6-7.... .. _. 7-8-9 --- 7-8-9 8-0-15 Plate Offsets(X,Y)-- [8:0-0-0,0-1-01 LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Lid PLATES GRIP TCLL(Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.21 11-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.54 11-12 >706 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.16 8 n/a n/a • BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:138 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-6-8 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1331/Mechanical,2=1436/0-5-8 Max Horz 2=121(LC 16) Max Uplift8=-323(LC 9),2=-408(LC 8) • FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-3361/798,3-13=-3306/812,3-14=-3035/682,4-14=-2934/690,4-15=-2119/553, 5-15=-2059/563,5-16=-2059/563,6-16=-2119/555,6-17=-2880/691,7-17=-2980/684, 7-18=-3195/807,8-18=-3254/799 BOT CHORD 2-12=-790/3118,11-12=-569/2548,10-11=-525/2523,9-10=-525/2523,8-9=-705/3015 WEBS 3-12=-359/245,4-12=-56/479,4-11=-883/316,5-11=-199/1053,6-11=-879/313, 6-9=-51/441,7-9=-295/231 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-10-7,Interior(1)1-10-7 to 13-0-9,Exterior(2)13-0-9 to 19-5-7,Interior(1) 19-5-7 to 28-9-5,Exterior(2)28-9-5 to 31-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. . 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 323 lb uplift at joint 8 and 408 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/832015 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 stebllitf 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component '.. 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276243 • B1803553 All MOD.QUEEN 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:20 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-F89MIZ5Ao3VMHYKU2c7fkpfNMaCg08814 WDQzryT6Un -1-4-0 5-11-10 11-3-15 16-3-0 21-2-1 26-6-6 32-6-0 33-10-0 1-4-0 5-11-10 5-4-6 4-11-1 4-11-1 5-4-6 5-11-10 1-4-0 • Scale=1:57.8 4x4 - 5 4.00 12 17 3x4 --z• 3x4 ' 6 4 . 2x4�- / .A�. ,% A ,. A �; _ 2x4 /it3 -._� / �I` �� ��_ 7 IiA. ��_ _ III 2 �'�/7 \\. �- �— 8 13 12 11 10 '=. 4x8 3x4 • 4x8 4x6 - 3x4 4x8 -.. 8-6-7 16-3-0 - 23-11-9 _.. _.- 32-6-0 • 8-6-7 7-8-9 7-8-9 8-6-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.22 12 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.O Lumber DOL 1.15 BC 0.60 Vert(CT) -0.56 10-12 >687 180 BCLL 0.0 * Rep Stress Incr YES WB 0.62 Horz(CT) 0.16 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:141 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. ' WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1446/0-5-8,2=1446/0-5-8 Max Horz 2=-113(LC 13) Max Uplift 8=-409(LC 9),2=-409(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-3390/802,3-14=-3335/817,3-15=-3064/686,4-15=-2964/694,4-16=-2149/548, • • 5-16=-2089/559,5-17=-2089/559,6-17=-2149/548,6-18=-2964/694,7-18=-3064/687, 7-19=-3335/817,8-19=-3390/803 BOT CHORD 2-13=-784/3146,12-13=-563/2576,11-12=-490/2576,10-11=-490/2576,8-10=-692/3146 WEBS 3-13=-359/245,4-13=-55/479,4-12=-910/316,5-12=-201/1072,6-12=-910/316, 6-10=-56/479,7-10=-359/245 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-11-0,Interior(1)1-11-0 to 13-0-0,Exterior(2)13-0-0 to 19-6-0,Interior(1) 19-6-0 to 30-7-0,Exterior(2)30-7-0 to 33-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss.has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitA late ati the bottom chord2 %and anyb been members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 409 lb uplift at joint 8 and 409 lb uplift at L----` ---- , joint 2. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 • MIT K* 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/TPM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 - - K5276244 .61803553 Al2 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print-8 220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:21 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-jLjkWv5oZNeDuivgcKeuHOCRF_TfIdLuJ9yzVHyT6Um 16-7-1 -1-4-0 7-6-6 15-2-0 ' 15-10-15 17-4-0 24-11-10 32-6-0 33-10-0 1-4-0 7-6-6 7-7-10 0-9-0 0-9-0 7-7-10 - 7 6-6 1-4-0 0-6-2 Scale=1:59.7 8x8 5x8 4.00 12 ...�2425.-.5... 3x6 s- P3 �.A 26 o \fir 2736 c.: 21 -.e- VA ', 28 -v -. `. - - __ -._ _ N 2 o 13 12 11 10 g 2x4 3x6 4x8 5x12 MT18H . 2x4 4x12 4x12 7-6-6 15-2-0 17-4-0. 24-11-10 32-6-0 7-6-6 7-7-10 2-2-1 7 7-10 7-6-6 _. Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[4:0-4-0,0-3-8],[6:0-2-12,0-1-8],[7:0-0-0,0-0-4],[11:0-1-12,0-1-12],[12:0-2-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.41 12 >946 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.88 Vert(CT) -0.81 12-13 >480 180 MT18H 220/195 BCLL 0.0 * Rep Stress InaYES WB 0.49 Horz(CT) 0.24 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:147 lb FT=10% LUMBER- BRACING TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-5:2x6 DF No.2 2-0-0 oc purlins(3-11-1 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-12,6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1552/0-5-8,2=1552/0-5-8 Max Horz 2=-106(LC 17) Max Uplift 7=-426(LC 9),2=-426(LC 8) Max Gray 7=2200(LC 31),2=2201(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-5263/866,20-21=-5196/872,3-21=-5087/882,3-22=-3794/713,22-23=-3695/719, 4-23=-3666/730,4-24=-3419(730,24-25=-3411/730,5-25=-3403/730,5-26=-3590/719, 26-27=-3622/707,6-27=-3722/700,6-28=-5077/883,28-29=-5185/873,7-29=-5253/868 BOT CHORD 2-13=-830/4929,12-13=-830/4929,11-12=-504/3482,10-11=-742/4919,9-10=-742/4919, 7-9=-742/4919 WEBS 3-13=0/320,3-12=-1508/387,4-12=-62/564,4-11=-448/164,5-11=-116/795, 6-11=-1595/394,6-9=0/318 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-11-0,Interior(1)1-11-0 to 10-8-9,Exterior(2)10-8-9 to 21-11-3,Interior(1) 21-11-3 to 30-7-0,Exterior(2)30-7-0 to 33-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. —1 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 426 lb uplift at joint 7 and 426 lb uplift at joint 2. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 15,2018 Continued on page 2 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 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 ANSVTPI1 quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276244 B1803553 Al2 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:21 2018 Page 2 lD:G 14?dfwtiLYHgxW98D7hxzyT7k7-jLjkWv5oZNeDuivgcKeuHOCRF_TfldLuJ9yzVHyT6Um NOTES- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down and 102 lb up at 15-11-11,and 146 lb down and 102 lb up at 16-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-8=-64,14-17=-20 Concentrated Loads(Ib) Vert:24=-102 25=-102 • • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/1015 BEFORE USE saw 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 M'1 ekRY ° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276245 61603553 A13 California 1 1 - _.. Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:23 2018 Page 1 ID:G 14?dfwtiLYHgxW 98D7hxzyT7k7-fjq Uwa725_ux8?33jkhMMRHpjoABDZrfmTR4aAyT6 Uk -1-4-0 6-6-6 13-2-0 13-10-15 18-7-1 19-4-1 25-11-10 32-6-0 33-10-0 1-4-0 6-6-6 6-7-10 0-9-0 4-8-2 0-9-0 6-7-10 6-6-6 1-4-0 Scale=1:59.7 8x8 -- 5x8-- 4.00 12 4 24 <. 25,, 26 . 27._„S - 23 ' '\-:-e , _ ' � _ 28 3x6::- . ' 22 ..- �`•�;� �� 29 3x6< 03 :_.. .�., 6 ,7 =t-2 _ , 21 , ,. 30 20 �A - - 31 __ _ _ - 2 . . - t= ��o 91 A _ 7 8 v. O 13 12 11 10 9 4x12 2x4 3x6 5x12 MT18H 2x4 4x12 4x8 6-6-6 13-2-0 _. _ 19-4-1 25-11-10 _ _ 32-6-0 6-6-6 6-7-10 6-2-1 6-7-10 6-6-6 Plate Offsets(X,Y)-- [2:0-0-0,0-0-4],[7:0-0-0,0-0-4],[10:0-1-15,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.72 • Vert(LL) -0.41 12 >949 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(CT) -0.74 12-13 >524 180 MT18H 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.24 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:147 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-5:2x6 DF No.2 2-0-0 oc purlins(3-7-1 max.):4-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. • WEBS 2x4 DF Std G WEBS 1 Row at midpt 3-12,6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=1597/0-5-8,2=1597/0-5-8 • Max Horz 2=-94(LC 57) • Max Uplift7=-435(LC 9),2=-435(LC 8) • Max Gray 7=2190(LC 31),2=2191(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-20=-5332/943,20-21=-5277/946,3-21=-5273/955,3-22=-4150/818,22-23=-4043/822, 4-23=-4004/830,4-24=-3746/814,24-25=-3743/814,25-26=-3740/814,26-27=-3738/814, 5-27=-3734/814,5-28=-3903/813,28-29=-3942/805,6-29=-4053/801,6-30=-5263/956, 30-31=-5275/946,7-31=-5324/944 BOT CHORD 2-13=-881/5003,12-13=-881/5003,11-12=-620/3844,10-11=-620/3844,9-10=-816/4993, 7-9=-816/4993 WEBS 3-13=0/264,3-12=-1202/348,4-12=-32/511,4-10=-381/176,5-10=-30/628, 6-10=-1321/352,6-9=0/263 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-11-0,Interior(1)1-11-0 to 8-8-9,Exterior(2)8-8-9 to 23-11-3,Interior(1) 23-11-3 to 30-7-0,Exterior(2)30-7-0 to 33-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs . non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 435 lb uplift at joint 7 and 435 lb uplift at joint 2. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. October 15,2018 Continued on page 2 a WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03!1015 BEFORE USE 11111M 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 MiTeke 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276245 61803553 A13 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:23 2018 Page 2 ID:G 14?dfwtiLYHgxW 98D7hxzyT7k7-fjq Uwa725_ux8?33jkhM MRHpjoABDZrBmTR4aAyT6Uk NOTES- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)189 lb down and 151 lb up at 13-11-11,123 lb down and 120 lb up at 16-0-12,and 123 lb down and 120 lb up at 16-5-4,and 189 lb down and 150 lb up at 18-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,5-8=-64,14-17=-20 Concentrated Loads(lb) • Vert:24=-90 25=-57 26=-57 27=-90 • • • • • • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.1OPo32015 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 .Job Truss Truss Type Qty Ply Bella Term-FR2 K5276246 B1803553 A14 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:24 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-7wOt8w8hsl0om9eFHSCbufgOFB WJy0OK?7Bd6cyT6Uj -1-4-0 4-6-6 9-2-0 _ 11-10-15 16-3-0 20-7-1 23-4-1 27-11-10 32-6-0 33-10-0 1-4-0 4-6-6 4-7-10 2-8-15 4-4-1 4-4-1 2-9-0 4-7-10 4-6-6 1 4 0 Scale=1:59.7 4.00 12 5x105 8 4x8 5x10 - . - K 6 :< A 18 ',--c-- 7� 7 27 019 20 21 22' 23"- 24 25 26 7 - 2x4 si vv 3 en 16 17 `' ,_ er - �" 28 29 2 0 01 x , oma .-Jo .- -: 11 o 4x12 _ 15 14 13 12 4x12 4x8 5x12 MT18H • 4x8 2x4 9-2-0 _... _.. 16-3-0_. - 23-4-1 _... 32-6-0 9-2-0 7-1-1 7-1-1 9-1-15 Plate Offsets(X,Y)-- [2:Edge,0-0-4],[6:0-4-0,0-1-12),[10:0-0-0,0-0-4],[12:0-2-8,0-2-0],[15:0-1-15,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.46 14 >841 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.89 14-15 >434 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.25 10 n/a n/a • BCLL 0.0 BCDL 10.0 * Code IBC2015/TPI2014 Matrix-SH Weight:158 lb FT=10% LUMBER- BRACING_ TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins,except 4-7:2x6 DF No.2 2-0-0 oc purlins(3-2-12 max.):4-7. . BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. WEBS 2x4 DF Std G WEBS - 1 Row at midpt 6-15,6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=1612/0-5-8,2=1612/0-5-8 Max Horz 2=-85(LC 13) Max Uplift 10=-537(LC 9),2=-537(LC 8) Max Gray 10=2134(LC 31),2=2134(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten. All forces 250(Ib)or less except when shown. TOP CHORD 2-16=-5018/1954,16-17=-4959/1956,3-17=-4945/1963,3-18=-4674/2098, 4-18=-4538/2109,4-19=-4395/2229,19-20=-4395/2229,20-21=4395/2229, 21-22=-4395/2229,6-22=-4395/2229,6-23=-4395/2229,23-24=-4395/2229, 24-25=-4395/2229,25-26=-4395/2229,7-26=-4395/2229,7-27=-4538/2109, . 9-27=-4674/2098,9-28=-4945/1963,28-29=-4959/1956,10-29=-5018/1954 BOT CHORD 2-15=-1759/4654,14-15=-2281/4937,13-14=-2281/4937,12-13=-2281/4937, 10-12=-1759/4654 WEBS 3-15=-260/229,4-15=-46/595,6-15=-1226/398,6-12=-1226/398,7-12=46/595, 9-12=-260/230 •• NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-11-0,Interior(1)1-11-0 to 7-3-13,Exterior(2)7-3-13 to 13-10-14,Interior(1) 13-10-14 to 18-7-2,Exterior(2)18-7-2 to 25-2-3,Interior(1)25-2-3 to 30-7-0,Exterior(2)30-7-0 to 33-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. October 15,2018 Continued on page 2 . .... a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03!1015 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 ■■'T is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �V� !Ck fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276246 B1803553 A14 California 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print.8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:24 2018 Page 2 ID:G 147dfwtiLYHgx W98D7hxzyT7k7-7wOt8w8hslOom9eFHSCbufgOFB WJyoO K77Bd6cyT6Uj NOTES. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 537 lb uplift at joint 10 and 537 lb uplift at joint 2. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE(REFERENCE PAGE MtI-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 ANSIITPH quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276247 B1803553 Al 5 California 1 1 Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:26 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-31WdZc9xOvGW?TneOtE3_4vLs?C3QwVdSRgkBUyT6Uh -1-4-0 4-6-6 9-2-0 9-10-15 16-3-0 22-7-1 23-4-1 27-11-10 32-6-0 33-10-0 1-4-0 4-6-6 4-7-10 0-9-0 6-4-1 6-4-1 0-9-0 4-7-10 4-6-6 1-4-0 Scale=1.59.7 5x10 4.00 12 4x8 5x10 4 16 h -17 18 y19 5 20,, 21 , 22 h 23 6 - a r, - 2x4 V 15.. _ _ 24 . o -.:1- ,5m 14 - m 25 os 2 — 8 of ,- _....., - _ - - 4x12 13 12 11 10 4x12 4x8 -- 4x8 5x12 MT18H - 2x4 9-2-0 16-3-0 23-4-1 32-6-0 - 9-2-0 7-1-1 7-1-1 _..9-1-15 Plate Offsets(X,Y)-- [2:Edge,0-0-4],[5:0-4-0,0-1-12],[8:0-0-0,0-0-4],[10:0-2-8,0-2-0],[13:0-1-15,0-2-0] LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.49 12 >781 240 MT20 220/195 Lumber IDOL 1.15 BC 0.80 Vert CT -0.89 10-12 >434 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.25 8 n/a n/a BOLL 0.0 * Code IBC2015/TP12014 Matrix-SH Weight:152 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins,except 4-6:2x6 DF No.2 2-0-0 oc purlins(3-3-5 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-2-4 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-13,5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=1664/0-5-8,2=1664/0-5-8 Max Horz 2=66(LC 12) Max Uplift 8=-483(LC 9),2=-483(LC 8) Max Gray 8=2093(LC 31),2=2093(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-14=-4937/1133,3-14=-4869/1144,3-15=-4490/1026,4-15=-4477/1038, 4-16=-4192/1025,16-17=-4192/1025,17-18=-4192/1025,18-19=-4192/1025, 5-19=-4192/1025,5-20=-4192/1025,20-21=-4192/1025,21-22=-4192/1025, 22-23=-4192/1025,6-23=-4192/1025,6-24=-4477/1038,7-24=-4490/1026, 7-25=-4869/1144,8-25=-4937/1133 BOT CHORD 2-13=-1030/4582,12-13=-1164/5205,11-12=-1164/5205,10-11=-1164/5205, 8-10=-997/4582 . WEBS 3-13=-461/277,4-13=-68/709,5-13=-1312/414,5-10=-1312/413,6-10=-68/709, 7-10=-462/278 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-11-0,Interior(1)1-11-0 to 4-8-9,Exterior(2)4-8-9 to 13-10-15,Interior(1) 13-10-15 to 18-7-1,Exterior(2)18-7-1 to 27-9-7,Interior(1)27-9-7 to 30-7-0,Exterior(2)30-7-0 to 33-10-0 zone;cantilever left and right - exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. —N' 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 October 15,2018 Ni mim A WARNING:Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-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 IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component ', 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276247 B1803553 A15 California 1 1 Job Reference(optional) Builders FirslSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jut 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:26 2018 Page 2 ID:G147dfwtiLYHgxW98D7hxzyT7k7-31WdZc9xOvGW?TneOtE3_4vLs?C3QwVdSRgkBUyT6Uh NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 483 lb uplift at joint 8 and 483 lb uplift at joint 2. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)171 lb down and 150 lb up at 9-11-11,111 lb down and 118 lb up at 12-0-12,123 lb down and 125 lb up at 14-0-12,115 lb down and 125 lb up at 16-0-12,115 lb down and 125 lb up at 16-5-4,123 lb down and 125 lb up at 18-5-4,and 111 lb down and 118 lb up at 20-5-4,and 171 lb down and 150 lb up at 22-6-5 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15;Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,6-9=-64,2-8=-20 • Concentrated Loads(Ib) Vert:5=-92 16=-72 17=-46 18=-54 21=-54 22=46 23=-72 • Mr. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10103/2015 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 ANStITPI1 quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276248 61803553 A16 California Girder 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:29 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-UtCmBeCpgge5swWD4?nmbiXq?CIadCX48PuoopyT6 Ue -1-4-0 3-6-6 7-4-14 7-10-15 11-8-12 16-3-0 20-9-4 24-7-1 25-1-2 28-11-10 32-6-0 33-10-0 1-4-0 3-6-6 3-10-8 0-6-1 3-9-13 4-6-4 4-6-4 3-9-13 0-6-1 3-10-8 3-6-6 1-4-0 Scale=1:59.7 7x14 MT18H 4.00 12 204 .. 3x8 2x4 7x14 MT18H 20 ..210. >:22 x 4 >523 24 25 �,, 6 ,,� 26 ,r27 7.28 29 830 31 354 _ �- .. 0 3 a -.< _ o o -, 3x4 v - - , N 2 ..„- 1B N 01 .. r., O o , 4x8 32 19.33 34 18 35 36 17 37 38 16 15 39 14 40 41 42 13 43 44 12 45 4x8 2x4 4x4 4x8 • 7x14 MT18H 4x8 4x4 204 2x4 - 3-6-6 _ 7-4-14 . . 11-8-12 _ 16-3-0 _ 20-9-4 25-1-2 28-11-10 32-6-0 3-6-6 3-10-8 4-3-14 4-6-4 4-6-4 ' 4-3-14 3-10-8 3-6-6 Plate Offsets(X,Y)-- [2:0-1-2,0-0-31,[4:0-8-1,Edge],[8:0-8-1,Edge],[10:0-1-2,0-0-3],[14:0-1-12,0-1-12],[17:0-2-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.52 16 >744 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -1.09 16 >352 180 MT18H 220/195 BCLL 0.0* Rep Stress Incr NO WB 0.67 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH Weight:343 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,except BOT CHORD 2x6 DF 2400F 2.0E 2-0-0 oc purlins(3-3-7 max.):4-8. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=3483/0-5-8,2=3483/0-5-8 Max Horz 2=54(LC 48) Max Uplift 10=-1044(LC 7),2=-1044(LC 6) Max Gray 10=3790(LC 29),2=3790(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-9834/2687,3-20=-10149/2935,4-20=-10067/2929,4-21=-12227/3678, 21-22=-12227/3678,5-22=-12227/3678,5-23=-12227/3678,23-24=-12227/3678, . 24-25=-12227/3678,6-25=-12227/3678,6-26=-12227/3678,26-27=-12227/3678, 27-28=-12227/3678,7-28=-12227/3678,7-29=-12227/3678,29-30=-12227/3678, 8-30=-12227/3678,8-31=-10067/2929,9-31=-10149/2935,9-10=-9834/2690 BOT CHORD 2-32=-2548/9248,19-32=-2548/9248,19-33=-2548/9248,33-34=-2548/9248, 18-34=-2548/9248,18-35=-2769/9646,35-36=-2769/9646,17-36=-2769/9646, 17-37=-4070/13592,37-38=-4070/13592,16-38=-4070/13592,15-16=-4070/13592, 15-39=-4070/13592,39-40=-4070/13592,14-40=-4070/13592,14-41=-2715/9646, - 41-42=-2715/9646,13-42=-2715/9646,13-43=-2496/924843-44=-2496/9248, 12-44=-2496/9248,12-45=-2496/9248,10-45=-2496/9248 WEBS 3-18=-496/771,4-18=-66/757,4-17=-1006/3039,5-17=-801/449,6-17=-1572/563, - 6-16=0/616,6-14=-1572/562,7-14=-801/449,8-14=-1006/3039,8-13=-66/757, 9-13=-498/771 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. October 15,2018 NiTtrk,g3JEANkigvn designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 111111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design.Bracing indicated is to prevent buckling of individual toss 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276248 51803553 A16 California Girder 1 ^ L Job Reference(optional) Builders FirsiSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:29 2018 Page 2 ID:G 14?dfwttLYHgxW98D7hxzyT7k7-UtCmBeCpgge5swWD4?nmbiXq?CIadCX48PuOopyT6Ue NOTES- 10)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1044 lb uplift at joint 10 and 1044 lb uplift at joint 2. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-4-8 oc max.starting at 2-0-12 from the left end to 30-5-4 to connect truss(es)to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. - 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)143 lb down and 76 lb up at 6-0-12,301 lb down and 195 lb up at 7-11-11, 314 lb down and 199 lb up at 10-0-12,307 lb down and 204 lb up at 12-0-12,274 lb down and 204 lb up at 14-0-12,251 lb down and 189 lb up at 16-0-12,251 lb down and 189 lb up at 16-5-4,274 lb down and 204 lb up at 18-5-4,307 lb down and 204 lb up at 20-5-4,314 lb down and 199 lb up at 22-5-4,and 301 lb down and 195 lb up at 24-6-5 ,and 143 lb down and 76 lb up at 26-5-4 on top chord,and 114 lb down at 16-5-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:16=-114(B)6=-364 20=-108(8)21=-202 22=-249 23=-238 25=-206 26=-206 28=-238 29=-249 30=-202 31=-108(B)32=-36(B)33=-57(B)34=-473(B)35=-57(B) 36=-57(B)37=-57(B)38=-57(B)39=-57(B)40=-57(B)41=-57(B)42=-57(B)43=-473(B)44=-57(B)45=-36(B) • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.101032015 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 61803553 A17 Flat Girder 1 K5276249 2 Job Reference(optional). Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14.38:29 2018 Pagel ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-UtCmBeCpgge5swWD4?nmbiX?3CPfdM_48PuoopyT6Ue 4-0-0 -�,..� 1 .3x8 2 Scale=1:8.2 3 '... - 8x8 • 0-1-8 7 5 6 4 2x4 4-0-0 4-0-0 Plate Offsets(X,Y)-- [1:0-3-4,0-1-81,[2:0-1-13,0-0-0],12:0-3-4,0-2-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. I/defl L/d PLATES GRIP TCLL 25.0 in (loc) (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 5-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 5-6 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015(TPI2014 Matrix-P Weight:39 lb FT=10% LUMBER- BRACING. TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-3, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G . REACTIONS. (lb/size) 6=167/Mechanical,5=193/Mechanical Max Horz 6=29(LC 5) Max Uplift6=-56(LC 4),5=-62(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow) Category II;Exp B;Fylly Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 lb uplift at joint 6 and 62 lb uplift at joint ti 5. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. - 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. i 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-0 from the left end to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) • Vert:1-2=-64,2-3=-64,4-6=-20 October 15,2018 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7973 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 IMiTek" 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 ANSIRPII quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job • Truss Truss Type Qty Ply Beta Terra-FR2 K5276249 B1803553 A17 Flat Girder 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print.8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14.38:29 2018 Page 2 ID:G14?dfwtiLYHgxW98D7hx yT7k7-UtCmBeCpgge5swWD4?nmbIx73CPfdM_48PuoopyT6Ue LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-37(B) • • • • • • • • • • • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE INK 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 Mt; lek° 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 ANSIRPt1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276250 B1803553 A18 Flat Girder 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:30 2018 Page 1 I D:G 14?dfwfiLYHgxW98D7hxzyT7k7-y418P_CRR8mxU45PdjJ?8w4Apce0Mp8DN3exKGyT6Ud • 4-0-0 4-0-0 i"---„,3x4. 2 Scale=1:15.6 3 2x4._. • o i • 0-1-8 7 5 4x6 6 4 2x4 4-0-0 4-0-0 • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.02 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.04 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:48 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-3, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 6=648/Mechanical,5=709/Mechanical Max Horz 6=-89(LC 4) Max Uplift6=-189(LC 4),5=-203(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint 6 and 203 lb uplift at joint 5. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent at 2-0-0 from the left end to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-6=-20 Concentrated Loads(Ib) Vert:7=-1033(F) - October 15,2018 Immo_ WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 me.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 lot 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 1¼1Tek" 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,DSB-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276251 61803553 A19 Flat Girder 1 w L Job Reference(optional). Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print.8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 1436:30 2018 Page 1 10:014?dfwtiLY1-1gxW98D7hxzyT7k7-y418PCRR8mxU45PdjJ?8w4APcIpM pCDN3exKGyT6Ud 4-0-0 4-0-0. 1 3x4 2 Scale=1:10.8 7 8 3 Zx4 • • - i m • • b _ 9 10 5 • 4x6 2x4 6 4 4-0-0 -.. 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 • Code IBC2015/TP12014 Matrix-P Weight:42 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-3, except end verticals. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 6=200/Mechanical,5=231/Mechanical Max Horz 6=-50(LC 4) Max Uplift6=-68(LC 4),5=-76(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 • 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 • 5)Provide adequate drainage toprevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load rfonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 lb uplift at joint 6 and 76 lb uplift at joint 5. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 12)Graphical purlin representation does hot depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-0-12 from the left end to 3-0-12 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 lb down and 41 lb up at 1-0-12, and 48 lb down and 44 lb up at 3-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,4-6=-20 October 15,2018 Continued on pane 2 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 me.10/03!2015 BEFORE USE ', Design valid for use only with MiTekSt 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 verity 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 M:Tel ° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the i 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276251 81803553 A19 Flat Girder 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14-..38:31 2018 Page 2 ID:G 14?dfwtiLYHgx W98D7hxzyT7k7-QGJ WcKD4CRuo5EgbBQgEg7cL90525GRMcjN VsiyT6Uc LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:7=-39(B)8=-38(B)9=-15(B)10=-15(B) • • • • • • • • • • Alk 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 MiTekO 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/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 .. K5276252 81803553 B01 GABLE 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:31 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-QGJWcKD4CRuo5EgbBQgEg7cER00F5BdMcjNVsiyT6Uc -1-4-0 7-0-0 14-0-0 1-4-0 7-0-0 7-0-0 Scale=1:25.2 SHEATHING SHOWN IS NOT 4 5 PART OF COMPONENT DESIGN Sheet Front Full Sheathing 2.85 T2 1 Ply. 3x6 � - 3 Y: �i,Airy/ Hi. yip- - Adr/ . 44r Are s 2 Aar ASir Pr. Air AdAre -J 4 :O -ii -i//iii 3x4--' 4x6 6 7-0-014-0-0 7-0-0 7-00. . Plate Offsets(X,Y)-- [3:0-2-8.0-1-8],[3:0-1-10,0-0-41[15:0-1-10.0-1-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.08 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.20 7-8 >820 180 TCDL 7.0 Rep Stress tncr YES WB 0.38 Horz(CT) 0.04 7 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-RH Weight:70 lb FT=10% BCDL 10.0. LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=584/Mechanical,2=672/0-5-8 Max Horz 2=162(LC 9) Max Uplift7=-177(LC 12),2=-241(LC 8) Max Gray 7=709(LC 19),2=712(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-23=-1616/354,3-23=-1522/366,4-7=-264/104 BOT CHORD 2-8=-392/1527,7-8=-392/1527 WEBS 3-8=0/318,3-7=-1574/441 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-0-0,Exterior(2)11-0-0 to.14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. • 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Refer to girder(s)for truss to truss connections. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 7 and 241 lb uplift at joint 2. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 ti A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7973 rev.10/032015 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 1111 10 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 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 ANSIITPI1 Quality Criteria,056-89 and BCSI Building Component • 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276253 B1803553 B02 Monopitch 8 1 Job Reference(optional) Builders FirstSource/ProBviId Beaverton Truss,Beaverton,OR 97005 Run:8,200 s Jul 6 2018 Print.8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:31 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-QGJ WcKD4CRuo5EgbsogEg7cER00F5BdMcj NVsiyT6Uc -1-4-0 7-0-0 14-0-0 1-4-0 7-0-0 7-00 . Scale=1:25.2 2x4 4 5 2.85 12 10 3x6 � 3 9 0-1-8 8 7 3x4 2x4 4x6 6 • 7-0-0 140-0 7-0-0 _. -..._ 70-0 _.. -. Plate Offsets(X,Y)-- [3:0-2-8,0-1-8] LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.08 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.20 7-8 >820 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH Weight:56 lb FT=10%_ LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=584/Mechanical,2=672/0-5-8 Max Horz 2=162(LC 9) Max Uplift7=-177(LC 12),2=-241(LC 8) Max Gray 7=709(LC 19),2=712(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1616/354,3-9=-1522/366,4-7=-264/104 BOT CHORD 2-8=-392/1527,7-8=-392/1527 WEBS 3-8=0/318,3-7=-1574/441 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1=4-0 to 1-8-0,Interior(t)1-8-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,,ss fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. + ✓ 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 7 and 241 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 1 October 15,2018lam A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276254 B1803553 B03 Monopitch 8 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:32 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-uStupfEizlOfjOFnl7LTDL9PCQM8geU Wq N72O8yT6Ub -1-4-0 7-0-0 14-0-0 1-4-0 7-0-0 700 Scale=1:25.2 2x4 4 5 11 2.85 12 3x6 3 M 10 018 `1 o t � 9 7 3x4 2x4 8 4x6 6 OFF JOINT BEARINGS SHALL BE REVIEWED AND APPROVED BY THE BUILDING DESIGNER 7-0-010-11-8 14-0-0 7-0-0 _ 3-11-8. 3-0-8.. Plate Offsets(X,Y)-- [2:0-3-0,Edge] [3:0-2-12,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.08 2-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.23 2-9 >543 180 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.03 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-RH Weight:56 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=494/Mechanical,2=647/0-5-8,8=116/0-5-8 Max Horz 2=162(LC 9) Max Uplift7=-188(LC 12),2=-244(LC 8) Max Gray 7=609(LC 19),2=683(LC 19),8=147(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1455/372,3-10=-1361/385,4-7=-263/104 BOT CHORD 2-9=-409/1371,8-9=-409/1371,7-8=-409/1371 WEBS 3-7=-1414/459 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0.to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r. .-, 6)*This truss.has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 188 lb uplift at joint 7 and 244 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 1111 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 M(Tel. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the rr t 1 1Rt fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB•89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona.CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276255 B1803553 B04 Monopitch 10 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:3832 2018 Page 1 I D:G 14?dfwtiLYHgx W98D7hxzyT7k7-uStupfEizlOfjOFnl7LTDL9PBQM UgetWq N7208yT6Ub -1-4-0 7-0-0 14-0-0 1-4-0 7-0-0 7-0-0 Scale=1:25.2 • 2x4 4 5 2.85 12 10 - 3x6 9 0-1-8 • m p 8 7 3x4 .. 2x4 4x6 .6 7-0-0 14-0-0 .7-0-0.... 7-0-0. _. Plate Offsets(X,Y)-- [3:0-2-8.0-1-8] • LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.08 2-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.20 '7-8 >820 180 BCLL 0.0* Rep Stress Incr YES WB 0.38 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:56 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-3 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=584/Mechanical,2=672/0-5-8 Max Horz 2=162(LC 9) Max Uplift7=-177(LC 12),2=-241(LC 8) Max Gray 7=709(LC 19),2=712(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1616/354,3-9=-1522/366,4-7=-264/104 BOT CHORD 2-8=-392/1527,7-8=-392/1527 • WEBS 3-8=0/318,3-7=-1574/441 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope).gable end zone and C.-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-0-0,Exterior(2)11-0-0 to 14-0-0 zone,cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint 7 and 241 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard October 15,2018 9115., A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2019 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 cotapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276256 B1803553 B05 Monopitch Supported Gable 1 1 • Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:33 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-McRG1?FKk38WLYq JrsimYifggmhZ9?f3ltcxbyT6Ua -1-4-0 14-0-0 1-4-0 14-0-0 Scale=1:25.2 10 11 Sheet Back 9 - Full Sheathing 1Ply. 8 • • I 2.85';12 7 6 /214 4 0:77„7" 3x4 - 19 18 17 16 - 15 14 13 12 SHEATHING SHOWN IS NOT PART OF COMPONENT DESIGN LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.00 1 n/r 180 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 Vert(CT) 0.02 1 n/r 180 TCDL 7.0 Rep Stress Incr YES WB -0.06 Horz(CT) -0.00 11 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-RH Wind(LL) -0.00 1 n/r 90 Weight:63 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. All bearings 14-0-0. (lb)- Max Horz 2=163(LC 9) Max Uplift All uplift 100 lb or less at joint(s)11,12,13,14,15,16,17,18 except 2=-106(LC 8),19=-125(LC 12) Max Gray All reactions 250 lb or less at joint(s)11,12,13,14,15,16,17,18 except 2=259(LC 19), 19=411(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-19=-290/203 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.ll;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Corner(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 14-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 . 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category Il;Exp B;Fully Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)11,12,13,14,15, 16,17,18 except(jt=1b)2=106,19=125. 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 B1803553 C01 K5276257 KINGPOST 1 1 Job Reference(optional) Builders FirsiSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:34 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7 qr?fELFyVMGNyhOASYNxImEmPDz9lUpplhc9T1yT6UZ -1-4-0 5-10-8 11-9-0 1-4-0 5-10-8 5-10-8 Scale=1:21.5 4x4 3 4.00 12 ..�� 10 m co N 2 — 0 A 0 0 4 3x6 6 7 5 8 9 ,. 3x6 3x6; 5-10-8 11-9-0 5-70-8 5-10-8 Plate Offsets(X,Y)-- [3:0-2-0,0-2-4],[5:0-4-8,0-1-8] TCLL LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.07 5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.13 4-5 >999 180 BCLL 0.0' • Rep Stress Incr NO WB 0.60 -Horz(CT) 0.03 - 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-RH Weight:46 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1165/0-5-8,4=1051/0-5-8 Max Horz 2=57(LC 6) Max Uplift 2=-368(LC 6),4=-279(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-2515/703,3-10=-2447/707,3-11=-2447/695,4-11=-2514/689 BOT CHORD 2-6=-613/2318,6-7=-613/2318,5-7=-613/2318,5-8=-613/2318,8-9=-613/2318, 4-9=-613/2318 WEBS 3-5=-325/1368 - NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=368, 79. �- 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10))Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 3-7-8 oc max.starting at 2-0-12 —� from the left end to 9-8-4 to connect truss(es)to front face of bottom chord. 11)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 5-10-8 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)353 lb down and 787 lb up at 5-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)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 October 15,2018 Continued on page 2 A 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 ��rt 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" /'Tek° 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276257 81803553 C01 KINGPOST 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:3834 2018 Page 2 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-qr?fELFyVMGNyhOAsYNxImEmPDz91 Upplhc9T 1 yT6UZ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:2-4=-20,1-3=-64,3-4=-64 Concentrated Loads(Ib) Vert:3=101(F)5=-1116(F)6=-39(F)7=-37(F)8=-37(F)9=-39(F) • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-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 Mel( 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 ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 • K5276258 B1803553 CO2 HOWE 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 5 Jul 6 2018 Pont,8220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:35 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-I1Z1 ShGaGgOEarzMQGuArznyjdNtl xdyXLMi?TyT6UY -1-4-0 3-7-2 5-10-9 8-1-15 11-6-4 1-4-0 3 7 2 2-3-6 2-3-6 3-4-5 Scale=1:21.1 4x4 4 4.00 12 ,o, . 3x4% 4x8 3 5 9 "7 N A _ 3x4 9 8 7 10 5x16 = , `. -�� 2x4 4x8 - 3x8 �.;----., 304 3-7-2 _ 5-10-9 . . 8-1-15. . _._._.-_. 11-6-4 _ 3-7-2 2-3-6 2-3-6 3 4 5 _ Plate Offsets(X,Y)-- [2:0-1-14,Edge],[5:0-2-4,0-1-12],[7:0-4-12,0-1-8],[8:0-1-12,0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.05 7 >999 240 MT20 220/195 Lumber DOL TCDL 7,0 1.15 BC 0.37 Vert(CT) -0.10 7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-SH _ Weight:170 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G SLIDER Right 2x4 DF Std-G 2-3-0 - REACTIONS. (lb/size) 2=1881/0-5-8,6=4888/0-5-8 Max Horz 2=57(LC 6) ` Max Uplift2=-562(LC 6),6=-1272(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4597/1187,3.4=-4936/1337,4-5=-4906/1323,5-11=-9606/2603,6-11=-9658/2598 BOT CHORD 2-9=-1128/4307,8-9=-1128/4307,7-8=-2422/9074,7-10=-2422/9074,6-10=-2422/9074 WEBS 3-9=-358/164,4-8=-721/2742,5-7=-1019/3859,3-8=-258/527,5-8=-4964/1375 NOTES- PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED 1)NA FACE MOUNT HANGER(SPECIFIED BY OTHERS)IS REQUIRED FOR LOADS REPORTED IN NOTES.FACE MOUNT HANGER SHALL BE 2)3-ply truss to be connected together with 10d(0.1205(3")nails as follows: ATTACHED WITH A MINIMUM OF 0.148"x 3"NAILS PER HANGER Top chords connected as follows:2x4-1 row at 0-7-0 oc. MANUFACTURER SPECIFICATIONS. Bottom chords connected as follows:2x6-3 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=562, 6=1272. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 13)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 8-1-9 from the left end to connect truss(es)to back face of bottom chord. 14)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss)or equivalent at 10-0-12 from the left end to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. October 15,2018 Continu2 .v A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 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 �Y�\■" IC k" 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 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type City Ply Bella Term-FR2 K5276258 61803553 CO2 HOWE 1 3 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:35 2018 Page 2 I D:G 14?dfwti LYHgx W 98D7hxzyT7k7-1 l Z 1 ShG aG gO EarzM OGuArznyjd Nt 1 xdyXLM i?TyT6 UY LOAD CASE(S) Standard • 1)Dead+Snow(balanced):Lumberincrease=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-6=-20,1-4=-64,4-6=-64 Concentrated Loads(Ib) Vert:7=-3903(B)1O=-1836(B) • • • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev.10103/2015 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 properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty -Ply Bella Terra-FR2 K5276259 81803553 D01 KINGPOST 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:35 2018 Page 1 ID:G 14?dfwtiLYHgxW 98D7hxzyT7k7-11 Z1 ShGaGgOEarzMQG uArznx9dJN 1 w3yXLMi?TyT6UY -14-0 5-10-8 11-9-0 1-4-0 5-10-8 5-10-8 Scale=1:21.5 • 4x4 3 . 4.00 12 0 11 m 2 4 0 V - o 3x6 6 7 5 _ 8 9 �' 306 3x6 5-10-8 11-9-0 5-10-8 5-10-8 .. Plate Offsets(X,Y)-- [3:0-2-0,0-2-4],[5:0-4-8,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.07 5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 VertCT -0.13 4-5 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.60 Horz(CT) 0.03 4 n/a n/a BCLL 0.0 " Code IBC2015/TPI2014 Matrix-RH Weight:46 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1165/0-5-8,4=1051/0-5-8 Max Horz 2=57(LC 31) Max Uplift 2=-368(LC 6),4=-279(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • TOP CHORD 2-10=-2515/703,3-10=-2447/707,3-11=-2447/696,4-11=-2514/689 BOT CHORD 2-6=-613/2319,6-7=-613/2319,5-7=-613/2319,5-8=-613/2319,8-9=-613/2319, 4-9=-613/2319 WEBS 3-5=-325/1368 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(t=lb)2=368, 4=279. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 3-7-8 oc max.starting at 2-0-12 _l from the left end to 9-8-4 to connect truss(es)to back face of bottom chord. 11)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 5-10-8 from the left end to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)353 lb down and 787 lb up at 5-10-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)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 October 15,2018 Continued on page 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 c MiTel is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y� !C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITIPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Sty Ply Bella Terra-FR2 B1803553 001 K5276259 KINGPOST 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:35 2018 Page 2 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-1121 ShGaGgOEarzMQG uArznx9dJN 1 w3yXLMi?TyT6UY LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-4=-20,1-3=-64,3-4=-64 Concentrated Loads(Ib) Vert:3=101(B)5=-1116(B)6=-39(B)7=-37(B)8=-37(B)9=-39(B) 11101=11 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 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 �r 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276260 61803553 D02 FINK 1 2 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print`8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:36 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-nD7Pf1 HC1_W5C?YZ_zQPNBK6p1 e5m Kc61?5GXvyT6UX 3-7-2 5-10-8 8-1-14 11-6-4 3-7-2 2-3-6 2-3-6 3-4-6 Scale u 1:19.1 4x12 3 • 400 12 ' 2x4 " 2x4 -' .. n 0 �_� 0 v 8 9 7 10 6 11 8x8 8x8 4x8 4x9 4-4-4 7-4-12 11-6-4 444 . ..308 4-1-8 Plate Offsets(X,Y)-- [1:0-2-14,0-0-5],[5:0-0-0,0-0-7],[6:0.4-0,0-4-8],[7:0-4-0,0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0:44 Vert(LL) -0.10 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(CT) -0.23 6-7 >585 180 TCDL 7.0 Rep Stress Ina NO WB 0.78 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-RH • Weight:101 lb FT=10% LUMBER- BRACING- TOP RACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins. BOT CHORD 2x6 DF 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G REACTIONS. (lb/size) 1=4840/0-5-8,5=5289/0-5-8 Max Horz 1=37(LC 14) Max Uplift1=-1256(LC 6),5=-1350(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-9184/2397,2-3=-9079/2367,3-4=-9062/2344,4-5=-9058/2344 BOT CHORD 1-8=-2271/8681,8-9=-2271/8681,7-9=-2271/8681,7-10=-1624/6419,6-10=-1624/6419, 6-11=-2170/8469,5-11=-2170/8469 WEBS 3-7=-931/3523,3-6=-902/3510,4-6=-148/302 NOTES- 1)2-ply truss to be connected together with 10d(0.120'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-2-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply • connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=1256, • ',. 5=1350. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. 11)Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 6-4-8 oc max.starting at 1-0-12 from the left end to 11-3-8 to connect truss(es)to front face of bottom chord. 12)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent spaced at 4-3-2 oc max.starting at 2-2-7 from the left end to 6-5-9 to connect truss(es)to front face of bottom chord. 13)Use Simpson Strong-Tie LUS26(4-SD9112 Girder,4-SD9212 Truss,Single Ply Girder)or equivalent at 4-4-0 from the left end to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. October 15,2018 ,s6},Aj�, (1$,F($} � eandard A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/032015 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,not11111 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 ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276260 81803553 D02 FINK 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 - Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:36 2018 Page 2 ID:G 14?dfwtiLYHgxW9BD7hxzyT7k7-nD7Pf1HC1_W5C?YZ_zQPNBK6ple5mKc61?5GXvyT6UX LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20,1-3=-64,3-5=-64 Concentrated Loads(Ib) Vert:5=-1322(F)7=-1033(F)6=-1311(F)8=-1313(F)9=-1462(F)10=-1448(F)11=-1311(F) • • WARNING-Verily design 011111111. A ly g parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSIITPII Quality Criteria,DSB.89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276261 61803553 F01 Monopitch 9 1 Job Reference(optional) Builders FirsiSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:36 2018 Page 1 ID:G 14?dfwtiLYHgx W 98D7hxzyT7k7-nD7Pf1 HC 1_W5C?YZ_ztPNBKAk 1Igm W 161?5GXvyT6 UX -1-4-0 3-6-0 1-4-0 3-6-0 Scale=1:10.4 3 4 2x4 4.00 12 7 rcp 2 ,... 41 d _ 1 6 < 3x4 2x4 5 3-6-0 3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7,0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.01 2-6 >999 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:131b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G • BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. - REACTIONS. (lb/size) 6=124/Mechanical,2=251/0-5-8 Max Horz 2=66(LC 9) Max Uplift6=-34(LC 12),2=-133(LC 8) Max Gray 6=136(LC 19),2=275(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b) 2=133. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 111 1 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 Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276262 B1803553 JA01 Jack-Open Girder 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run.8.200 s Jul 6 2018 Print:8,220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:37 2018 Page 1 ID:G 14?dfwtiLYHgxW 98D7hxzyT7k7-FQhntNlgoHfyp971YhxewOsJtR4G Vz?F_frp4MyT6U W -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:18.4 4.00 12 o 9 10 11 3x6 4-0-08-0-0 4-0-0 _ 4-0-0 Plate Offsets(X,Y)- [2:0-0-4,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.06 4-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.18 4-7 >527 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:16 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structul'al wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=130/Mechanical,2=180/0-5-8,4=56/Mechanical Max Horz 2=55(LC 6) Max Uplift2=-124(LC 24) Max Gray 3=205(LC 5),2=220(LC 16),4=111(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by.2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=124. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. • 13)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+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,4-5=-20 • October 15,2018 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE mem 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 �Y�\1:Tek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the � R fabrication,storage,delivery,erection and bracing of Pusses and truss systems,see ANSItTP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute;218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276263 B1803553 - JA02 Jack-Open 3 1 _ Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:37 2018 Page 1 I D:G 14?dfwtiLYHgx W98D7hxzyT7k7-FQhntNIgoHfyp971YhxewOsLUR 1 V Vz?F_frp4MyT6U W -1-4-0 3-10-15 1-4-0 3-10-15 Scale=1:18.2 3 4.00 12 5 •2 \ 4 3x4 8-0-0 8-0-0. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:19 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc pudins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=94/Mechanical,2=315/0-5-8,4=77/Mechanical Max Horz 2=84(LC 8) Max Uplift3=-66(LC 12),2=-108(LC 8) Max Gray 3=108(LC 19),2=320(LC 19),4=154(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and dght exposed;end vertical left and dght exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3:6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=108. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 IMMB A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 MI fake 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 ANSIITPII Quality Criteria,086-89 and BCSI Building Component 250 Pug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276264 81803553 JA03 Roof Special 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beavedon Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:38 2018 Page 1 ID:G 147dfwtiLYHgxW98D7hxzyT7k7-jcE94jJTZbnpRJix5OStTcPQurSVEODODJaNcoyT6UV -1-4-0 5-4-14 5-10-15 8-0-0 - 1-4-0 5-4-14 0-6-1 2-1-1 • Scale=1:18.9 4x6 3x6 2 4 4.00 12 ^� m M e 0-1-8 2 6 2x4 3x6 3x4 5 5-4-148-0-0 5-4-14 _ _.. 2-7-2 Plate Offsets(X,Y)-- [3:0-2-12.0-0-8],[4:0-3-0,0.0-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.02 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.07 2-7 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 6 n/a n/a BCLL 0.0* Code IBC2015/TP12014 Matrix-P Weight:33 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 'BOT CHORD 2x4 DF No.1&Btr G end verticals,and 2-0-0 oc purlins:3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=136/Mechanical,6=437/Mechanical,2=505/0-5-8 Max Horz 2=94(LC 9) Max Uplift4=-75(LC 9),6=-149(LC 12),2=-216(LC 8) Max Gray 4=172(LC 27),6=493(LC 28),2=707(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-734/194 BOT CHORD 2-7=-180/610,6-7=-186/602 WEBS 3-6=-768/250 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber,DOL=1.60 plate grip DOL=1.60 - 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • 7)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. • 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb) 6=149,2=216. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)411 lb down and 362 lb up at 5-11-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard October 15,2018 Continued on page 2 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTeconnectors.This design is based only upon parameters shown,and is for an individual building component,not14 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall1P kE building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' A iT ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Rk fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276264 81803553 JA03 Roof Special 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print.8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:39 2018 Page 2 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-BooXH3J5Kvvg3TH8f6z6?pybeEokzrTYRzKw8EyT6UU LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,2-5=-20 Concentrated Loads(Ib) Vert:8=-343 • • • • • • WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 M:Tak is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mire R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276265 B1803553 JA04 Jack-Open 4 1 Job Reference(optional). Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 1438:39 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-BooXH3J5Kwg3TH8f6z6?pyWaEjzztUYRzKw8EyT6 UU -1-4-07-10-15 1-4-0 7-10-15 Scale=1:17.7 3 4.00 12 , 7 6 • 5 a • K o 4 3x4 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 n/a .n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:25 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=234/Mechanical,2=431/0-5-8,4=77/Mechanical Max Horz 2=143(LC 8) Max Uplift3=-150(LC 8),2=-161(LC 8) Max Gray 3=287(LC 19),2=449(LC 19),4=154(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live,loads. - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=150, 2=161. • 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • LOAD CASE(S) Standard October 15,2018 a 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 MiTekr2 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 M: Tei ' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y�1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job • Truss Truss Type Qty Ply Bella Terra-FR2 K5276266 B1803553 JA05 Jack-Open 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:39 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-BooXH3J5Kwg3TH8f6z6?pyWCEjzztUYRzKw8EyT6UU -1-4-0 8-0-0 9-10-15 1-4-0 8-0-0 1-10-15 Scale=1:22.0 4 o 3 4.00 12 8 • �! • • o 0 0 r m r M ci 3x4 5 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (Icc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.16 2-5 >562 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-5 >187 180 BCLL 0.0 Rep Stress!nor YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:28 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except Qt=length)2=0-5-8,3=0-3-2. (Ib)- Max Horz 2=173(LC 8) Max Uplift All uplift 100 lb or less at joint(s)4 except 2=-156(LC 8),3=-192(LC 8) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=452(LC 19),3=368(LC 19) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-010 1-8-0,Interior(1)1-8-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads.. ,. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4 except(jt=lb)2=156 ,3=192. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSITTPI 1. LOAD CASE(S) Standard October 15,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 Mlle �1Tel.' 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276267 B1803553 JA06 Jack-Open 3 1 Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:40 2018 Page 1 ID:G 14?dfwtiLYHgx W98D7hxzyT7k7-f?MwVO KjsC 1 XgcsKDpULY1 Uige3CiKkhgd3TghyT6UT -1-4-0 8-0-0 . 11-10-15 1-4-0 8 0 0 3-10-15 Scale=1:26.0 5- a 4.00 12 9 "y 0 8 �o 6 v 3x4 6 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.16 2-6 >562 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-6 >187 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 5 n/a n/a • BCLL 0.0 BCDL 10.0 y Code 1BC2015/TP12014 Matrix-P Weight:30 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8. (Ib)- Max Horz 2=203(LC 8) Max Uplift All uplift 100 lb or less at joint(s)5,4 except 2=-146(LC 8),3=-197(LC 8) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=444(LC 19),3=364(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 7-7-4,Exterior(2)7-7-4 to 11-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4 except(jt=lb) 2=146.3=197. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. Z2c ' • 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. tiG LOAD CASE(S) Standard • October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 andfor chord members only.Additional temporary and permanent bracing Wel( • 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 ANSIJTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276268 B1803553 JA07 Jack-Open 4 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:40 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-f?MwVOKj5CIXgcsKDpULY1 UiGe3CiKkhgd3TghyT6UT -1-4-0 8-0-0 13-10-15 1-4-0 8-0-0 5-10-15 Scale=1:29.9 6 •5 4.00 12 10 4 g y F 304 7 8-0-0 • 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.16 2-7 >562 240 MT20 220/195 (Roof Snow=25.0) TCDL 7,0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-7 >187 180 BCLL 0.0 * Rep Stress InaYES WB 0.00 Horz(CT) -0.00 6 n/a n/a • BCDL 10,0 Code IBC2015/TP12014 Matrix-P Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=233(LC 8) Max Uplift All uplift 100 lb or less at joint(s)6,4,5 except 2=-135(LC 8),3=-198(LC 8) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=440(LC 1),3=331(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with otheriive loads. _ 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. - 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6,4,5 except(jt=lb) 2=135,3=198. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15 2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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' Tel. is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the � R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Balding Component • 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276269 B1803553 JA08 Jack-Open 4 1 • Job Reference(optional) Builders FirslSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:41 2018 Page 1 lD:G14?dfwtiLYHgxW98D7hxzyT7k7-7BwlikLLrW901mRWnW?a4E1t02ORRn rvHp1D7yT6US -1-4-0 8-0-0 15-10-15 _ 1-4-0 8 0-0 7-10-15 Scale=1:33.8 7 v 6 o 5 4.00 12 . 12 4 11 - 0 3 m us M 10 -� 9 _ 2 3x4. 8 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.16 2-8 >562 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-8 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:36 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G • TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All beatings 0-1-8 except(jt=length)7=Mechanical,2=0-5-8,8=Mechanical,3=0-3-2. (Ib)- Max Horz 2=263(LC 8) Max Uplift All uplift 100 lb or less at joint(s)7,4,5,6 except 2=-125(LC 8),3=-198(LC 8) Max Gray All reactions 250 lb or less at joint(s)7,8,4,5,6 except 2=440(LC 1),3=308(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times.flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - - - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5,6. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,4,5,6 except (jt=lb)2=125,3=198. 11)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5,6. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. '�•✓`'' LOAD CASE(S) Standard October 15,2018 A 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 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 � R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and SCSI Building Component 250'Cog Grde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276270 B1803553 JA09 Jack-Closed Girder 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print,8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 1438:41 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-7BwlikLLrW901mR Wn W?a4E 12V2UfRn 1 rvHp1 D7yT6US -1-4-0 3-10-7 8-0-0 10-1-8 12-1-8 12-10-15 1-4-0 3-10-7 4-1-9 2-1-8 2-0-0 0-9-7 7 Scale=1:27.9 6 5 4.00 12 2x4 12 4 (� 11 3x4 ^?v 3 0-1-8 c > 3x4 10 9 3x4 2x4 8 4x6 _ 3-10-7 8-0-0 3-10-7 4-1-9 Plate Offsets(X,Y)-- [2:0-3-6,Edge] LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1115 BC 0.09 Vert(CT) -0.02 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:94 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,5=0-1-8,6=0-1-8. (Ib)- Max Horz 2=188(LC 7) Max Uplift All uplift 100 lb or less at joint(s)7,5,6 except 9=-207(LC 6),2=-185(LC 6) Max Gray All reactions 250 lb or less at joint(s)7,5,6 except 9=584(LC 17),2=522(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-804/159,4-9=-294/143 BOT CHORD 2-10=-235/723,9-10=-235/723 WEBS 3-10=-25/268,3-9=-759/269 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied,to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TOLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate at joint(s)5,6. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,5,6 except(jt=lb) 9=207,2=185. 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)5,6. • 14)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 3-10-7 from the left end to connect truss(es)to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. October 15,2018 Continued on page 2 a WARNINGI -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/032015 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,not14111 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* tek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the " IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPIl Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276270 B1803553 JA09 Jack-Closed Girder 1 ^ L Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run.8.200 s Jul 6 2018 Print 8.220 a May 29 2018 MiTek Industries,Inc. Mon Oct 15 1438:42 2018 Page 2 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-bNUgw4Mzc0HEwwOi KE WpdSZDFSquAEH_8xYaIZyT6 UR LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-4=-64,4-7=-64,2-8=-20 Concentrated Loads(Ib) Vert:10=-211(F) • • • • • • • • r1111•101, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/032015 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 MiTek.building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Ml " is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the `�•,a n fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • / I Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276271 B1803553 JAW Jack-Open 2 1 Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:42 2018 Page 1 ID:G 14?dfwtiLYHgx W98D7hxzyT7k7-bNUgw4Mzcq HEwwoiKE WpdSZCDSn5AEE_8xYalZyT6 UR -1-4-0 3-8-14 1-4-0 3-8-14 Scale=1:10.8 3 4.00 12 2 1 4 3x4 _.-. 3-8-14 3-8-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.03 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=88/Mechanical,2=267/0-5-8,4=34/Mechanical Max Horz 2=81(LC 8) Max Uplift3=-61(LC 12),2=-132(LC 8) • Max Gray 3=100(LC 19),2=277(LC 18),4=69(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully-Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=132. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • October 15,2018 a 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 MiTekg 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 �Y�t A'iel�" is always required for stability and to prevent collapse with possible persohal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cede Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty PlyBella Terra-FR2 K5276272 6/803553 JA11 Jack-Closed Girder 1 2 Job Reference(optional) Builders FirslSource/ProBuild Beaverton Truss:Beaverton.OR 97005 Run:8200 s Jul 6 2018 Prnl.8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38.43 2018 Page 1 I D:G 14?dfwtlLYHgxW 98D7hxzyT7k7-3a227QM bN7P5X4avux22Af600sA8vhY7M bl8H?yT6 UQ -1-4-0 3-10-7 8-0-0 8-7-13 1-4-0 3-10-7 4-1-9 0-7-13 Scale=119.6 5 T. 2x4 4 4.00 12 10 3x4 9 0 3 N u N • • 0-1-8 • • • 1 _ 3x4 8 7 2x4 4x6 3x4 6 3-10-78-0-0 • 3-10-7 4-1-9 Plate Offsets(X,Y)-- [2:0-3-6,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defy Lid PLATES GRIP TCLL 25.0 (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 8 >999 180 • • BCLL 0.0` Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 7 n/a n/a • • BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:82 lb FT=10% • LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=-77/Mechanical,7=542/Mechanical,2=506/0-5-8 Max Horz 2=144(LC 7) Max Uplift5=-97(LC 17),7=-210(LC 6),2=-202(LC 6) - Max Gray 5=41(LC 6),7=633(LC 17),2=517(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-796/192,4-7=-344/150 • BOT CHORD 2-8=-221/717,7-8=-221/717 WEBS 3-7=-753/254 NOTES- 1)2-ply truss to be connected together with 10d(0.12(rx3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. • 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. it c 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 7=210,2=202. 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,6-10d Truss)or equivalent at 3-10-7 from the left end to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard October 15,2018 Continued on.a.e 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 des;gner 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 M.'Tek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �YI�1 !C fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. • Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276272 B1803553 JA11 Jack-Closed Girder 1 ^ Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Pont..8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14'38'43 2018 Page 2 10:G 14?dfwtiLYHgx W98D7hxzyT7k7-3a227QMbN7P5X4avux22Af600sA8vhY7Mb18H?yT6UQ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15:Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,2-6=-20 Concentrated Loads(Ib) Vert:8=-180(8) • • • • • • AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10N3/2015 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/TPtI Quality Criteria,DSB439 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276273 81803553 JA12 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:43 2018 Page 1 10:G14?dfwtiLYHgxW98D7hxzyT7k7-3a227QMbN7P5X4avux22Af6Jrs4vvhU7Mb18H?yT6Uo -1-4-0 5-9-12 1-4-0 5-9-12 Scale=1.17.9 • • 4.00 12 5 • • 4 • 3x4 8-0-0 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.16 2-4 >562 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.49 2-4 >187 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:22 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or-5-9-12 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=163/Mechanical,2=368/0-5-8,4=77/Mechanical Max Horz 2=112(LC 8) Max Uplift3=-109(LC 12),2=-131(LC 8) Max Gray 3=193(LC 19),2=379(LC 19),4=154(LC 5) • FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. . 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=109, 2=131. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/FPI 1. LOAD CASE(S) Standard • October 15,2018 a WARNING-Verity 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,not1111111 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 ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276274 B1803553 JC01 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:43 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-3a227QMbN7P5X4avux22Af6N1s7gvhU7Mbl8H?yT6UQ -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:14.5 4.00 12 3 5 2 • 6 7 4 3x4 3-0-0 6-0-0 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.17 2-4 >419 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=239/0-5-8,4=59/Mechanical Max Horz 2=54(LC 6) Max Uplift 3=-46(LC 16),2=-93(LC 6) Max Gray 3=28(LC 17),2=288(LC 16),4=118(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 pot or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live Iced of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. • 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 • from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 12)Fill all nailOholes where hanger is in s pwitho ace 13)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+Snow(balanced):Lumber Increase=1.15,Plate increase=1.15 Uniform Loads(pif) Vert:1-3=-64,2-4=-20 October 15,2018 • a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10103/2015 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 less web and/or chord members only.Additional temporary and permanent bracing FYI 11Tek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276275 81803553 JCO2 Jack-Open - 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:44 2018 Page 1 ID:G 14?dfwtiLYHgxW9SD7hxzyT7k7-YmcQLmNE8RXy9E95SfZHitfyjFLLe8jHbF 1 hgSyT6UP -1-4-0 3-10-15 1-4-0 3-10-15 Scale=1:14.3 • •3 4.00 12 2 •0 m 4 3x4 6-0-0 - - 6-0-0 -. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/& PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 • Matrix-P Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=94/Mechanical,2=295/0-5-8,4=57/Mechanical Max Horz 2=84(LC 8) Max Uplift3=-66(LC 12),2=-120(LC 8) Max Gray 3=108(LC 19),2=300(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. • 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=120. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. /�//�/} J�i�'�• LOAD CASE(S) Standard October 15,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIt-7473 rev.10103/2015 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' it1Tek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Il fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276276 61803553 JC03 Roof Special 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:44 2018 Page 1 ID:G 14?dfwtiLYHgx W98D7hxzyT7k7-YmcQLm NE8RXy9E95SfZHitfVbFR?e6eHbF 1 hgSyT6 UP -1-4-0 5-2-10 5-11-4 6-0-0 1-4-0 5-2-10 0-8-10 0-0-12 Scale=1:15.6 508 4.00 12 N a 9 q • 82x4 7 • 304 6 2x4 5-2-106-0-0 5-2-10. _.. - 0-9-6 Plate Offsets(X,Y)-- [3:0-4-8.0-1-4],[7:0-2-0.0-1-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.06 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-P Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals,and 2-0-0 oc purlins:3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=715/Mechanical;2=333/0-5-8,4=-442/Mechanical Max Horz 2=100(LC 11) Max Uplift7=-419(LC 12),2=-148(LC 8),4=-723(LC 27) Max Gray 7=1136(LC 27),2=507(LC 27),4=324(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-7=-1196/353 WEBS 3-8=0/328 NOTES- • 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-8,Exterior(2)5-6-9 to 6-0-0 zone;cantilever left • and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. • 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)7=419, 2=148,4=723. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard • • October 15,2018 • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE ill 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276277 81803553 JDO1 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Pont.8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:45 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-0y9pY6OsvlfpnOkHOM4 WF4BjofplNbzOqunEMuyT6U0 • -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:14.5 • 4.00 12 3 / 2 o • .... ,X 6 7 4 • 3x4 3-0-0 - - - 6-0-0 3-0-0 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.17 2-4 >419 180 BOLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a • BCDL 10.0- Code IBC2015/TP12014 Matrix-P Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=239/0-5-8,4=59/Mechanical Max Horz 2=54(LC 6) Max Uplift 3=-46(LC 16),2=-93(LC 6) Max Gray 3=28(LC 17),2=288(LC 16),4=118(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to front face of bottom chord. • 12)Fill all nail holes where hanger is in contact with lumber. 13)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+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,2-4=-20 October 15,2018 Asiu ��. 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 �Y�1/1Te1.' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276278 81803553 JDO2 Jack-Open 2 1 Job Reference(optional) Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:45 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-0y9pY6osvlfpnOkHOM4 WF4 BjTfhaNbzoqunEMuyT6U0 -1-4-0 3-10-15 1-4-0 3-10-15 Scale=1:14,3 4.00 12 • 0 2 •4 3x4 6-0-0 __... _6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:16 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=94/Mechanical,2=295/0-5-8,4=57/Mechanical Max Horz 2=84(LC 8) Max Uplift3=-66(LC 12),2=-120(LC 8) Max Gray 3=108(LC 19),2=300(LC 19),4=114(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • • fit between the bottom chord and any other members. - 7)A plate rating reduction of 20%has been applied for the green lumber members. • 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=120. • 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03!2015 BEFORE USE e 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 A 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276279 81803553 JDO3 Roof Special 1 1 Job Reference(optional) Builders FirstSource/Proeuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:3846 2018 Page 1 ID:G 149dfwtiLYHgxW98D7hxzyT7k7-U9jBISPUg2ngOXJ UZ4bInIkr437T608a2YWouKyT6U N -1-4-0 5-2-10 5-11-4 6-0-0 1-4-0 5 2 10 0-8-10 0-0-12 Scale u 1:15.6 5x8 400 12 N N `9 r 9 0-1-8 2 ti 8204 7 3x4 6 2x4 5-2-106-0-0 5-2-10 _.. ...096... Plate Offsets(X,Y)-- [3:0-4-8.0-1-4], LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.02 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.06 2-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 7 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-P Weight:24 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals,and 2-0-0 oc purlins:3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=715/Mechanical,2=333/0-5-8,4=-442/Mechanical Max Horz 2=100(LC 11) Max Uplift7=-419(LC 12),2=-148(LC 8),4=-723(LC 27) Max Gray 7=1136(LC 27),2=507(LC 27),4=324(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-7=-1196/353 WEBS 3-8=0/328 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 5-10-8,Exterior(2)5-6-9 to 6-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=419, 2=148,4=723. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTekO1 connectors.This design is based only upon parameters shown,and is for an individual building component,not 11611 . 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276280 B1803553 JE01 Jack-Open Girder 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38'46 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-U9IBISPUg2ngoXJ UZ4 binIkub3?X62Da2YW ouKyT6UN -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:14.5 4.00 12 3 5 • 2 • • 0 1 _ • 3x4 6 _ 4 3-0-06-0-0 _ 3-0-0 _ 300 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 . TC 0.16 Vert(LL) -0.07 2-4 >970 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 VertCT -0.22 2-4 >323 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=31/Mechanical,2=238/0-3-8,4=59/Mechanical Max Horz 2=54(LC 6) Max Uplift3=-43(LC 16),2=-91(LC 6) Max Gray 3=32(LC 17),2=284(LC 16),4=118(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 - 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. "r 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)18 lb down and 23 lb up at 1-10-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)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+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,2-4=-20 • Concentrated Loads(Ib) Vert:3=-3(F) October 15,2018 A WARNING-Verify design parameter's 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 M:Tek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �YI� R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job - Truss Truss Type Qty - Ply Bella Terra-FR2 K5276281 61803553 JE02 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 - Run:8.200 5 Jul 6 2018 Print:8.220 5 May 29 2018 MiTek Industries,Inc. Mon Ocl 15 14:38:47 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-yLHZzoQ6RMvX0hug7n6_KVH3GTMfrVTjHCGLQnyT6UM -1-4-0 3-10-15 1-4-0 3-10-15 Scale=1:14.3 3 4.00 12 5 2 3x4 . 4 • 6-0-0 6-070 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.07 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.20 2-4 >343 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:16 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=100/Mechanical,2=290/0-3-8,4=58/Mechanical Max Horz 2 c84(LC 8) Max Uplift3=-68(LC 12),2=-115(LC 8) Max Gray 3=114(LC 19),2=295(LC 19),4=116(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 • 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=115. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. • LOAD CASE(S) Standard • - �.6.•_..�... `{--i� October 15,2018 AWARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 me.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 \1Tel.' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �V�'1 9l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSKTPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276282 B1803553 JE03 Monopitch 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:47 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-yLHZzoQ6RMvX0hug7n6_KVH?fTNirVTjHCGLQnyT6UM -1-4-0 6-0-0 140 6-0-0 2x4 Scale:3/4"=1' 3 4 4.00 12 • 7 0-1-8 2 1 -3x4 6 5 2x4 6-0-0 _... _. 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 VertCT -0.17 2-6 >386 180 TCDL 7.0 Vert(CT) BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:21 lb FT=10% • LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF Std G _ end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer - Installation guide. REACTIONS. (lb/size) 6=245/Mechanical,2=341/0-3-8 Max Horz 2=107(LC 9) Max Uplift6=-76(LC 12),2=-147(LC 8) Max Gray 6=280(LC 19),2=352(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 3-0-0,Exterior(2)3-0-0 to 6-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 2=147. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 • • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2075 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 i is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the � IC fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSItTPI1 Quality Criteria,088.89 and BCSI Building Component • 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276283 01803553 JF01 Jack-Open Girder 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38,48 2018 Page 1 • ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-QXrxA8QkCg 1 OerTshVdDtjpE 1 ttEayjtWs?uzDyT6UL -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:9.5 3 • 4.00 12 5 • ""_... 2 •d • • 0 • om 6 4 3x4 3-6-0 3-6-0 -.. -. LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.09 • Vert(CT) -0.02 2-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 ° Code IBC2015/TP12014 Matrix-P Weight:10 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=28/Mechanical,2=214/0-5-8,4=34/Mechanical • Max Horz 2=54(LC 6) Max Uplift3=-46(LC 16),2=-108(LC 6) Max Gray 3=29(LC 17),2=263(LC 16),4=68(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=108. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent at 2-0-12 from the left end to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)16 lb down and 23 lb up at 1-10-13 on top chord. The design/selection of such connection device(s)is the responsibility of others. 14)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+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 • Uniform Loads(plf) Vert:1-3=-64,2-4=-20 Continued on page 2 October 15,2018 MINIM ©WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSIRPt1 Quality Criteria,DSB-89 and BCSI Building Component , 250 Klug Cirde Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276283 61803553 JF01 Jack-Open Girder 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:48 2018 Page 2 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-OXnrA8QkCg 1 OerTshVdDtjpE 1 ttEayjtWs?uzDyT6UL LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-2(F) • • • WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®O 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 05276284 61803553 SC01 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/Pro5uild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print,8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:3848 2018 Page 1 I D:G 14?dfwbLYHgx W98D7hxzyT7k7-QXrxABQkCg1 OerTshVdDtjpENltSayjtWs?uzDyT6UL -1-4-0 1-10-15 1-4-0 1-10-15 \ Scale=1:7.8 3 5 4.00 12 • 2 rn 4 3x4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 - Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=200/0-5-8,4=19/Mechanical Max Horz 2=54(LC 8) Max Uplift3=-46(LC 18),2=-117(LC 8) Max Gray 3=28(LC 19),2=248(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;-cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=117. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • • • October 15,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev.10N32015 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 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MiTek, fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB439 and BCSI Building Component , 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276285 51803553 SCO2 Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run-8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:3849 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-ujPJOTRMzz9FF?23FCSSPwMP3GDhJPzOI W ISVfyT6 UK -1-4-0 2-0-0 3-10-15 1-4-0 2-0-0 1-10-15 • Scale=1:11.3 • • • 4.00 12 • 5 2 • 0 • • i • 3x4 4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-P Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=106/Mechanical,2=245/0-5-8,4=19/Mechanical Max Horz 2=84(LC 8) Max Uplift3=-71(LC 12),2=-132(LC 8) Max Gray 3=120(LC 19),2=251(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=132. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE NM= 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?PI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available.from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276286 B1803553 SCO2A Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:49 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-ujPJOTRMzz9FF?23FC8SPwMPbGDhJPzOI W ISVfyT6 UK 2-0-0 3-10-15 2-0-0 1-10-15 Scale=1:11.3 4.00 12 4 O • o _ _ _ v 3x4 3 2-0-0 2-0-0. LOADING(psf25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 1 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 1-3 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:91b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=141/0-5-8,2=122/Mechanical,3=19/Mechanical Max Horz 1=59(LC 8) Max Uplift 1=-47(LC 8),2=-79(LC 8) Max Gray 1=142(LC 19),2=127(LC 19),3=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 • 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • • October 15,2018 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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`. ekRY `. is always required for stability and to prevent collapse With possible personal injury and property damage.For general guidance regarding the �Y� fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSKTPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Beta Terra-FR2 K5276287 61803553 SDO1 Jack-Open 2 1 Job Reference(optional) • Builders FirstSourcelProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.2005 Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:49 2018 Page 1 I D:G 14?dfwtiLYHgxW98D7hxzyT7k7-ujPJOTRMzz9FF?23FC8SPwMP7GDhJPz01W ISVfyT6UK -1-4-0 1-10-15 1-4-0 1-10-15 Scale=1:7.8 3 5 4.00 12 0 2 0 o - 9'e o ci 1 0 % 4 3x4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 •TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:81b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=200/0-5-8,4=19/Mechanical Max Horz 2=54(LC 8) Max Uplift 3=-46(LC 18),2=-117(LC 8) Max Gray 3=28(LC 19),2=248(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. • 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=117. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 1 °,9 . LOAD CASE(S) Standard '*C / October 15,2018 IMAM A 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 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 MiTele 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/1'N1 quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276288 B1803553 SDO2 Jack-Open 1 1 - Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:50 2018 Page 1 ID:G 14?dfwtiLYHgx W 98D7hxzyT7k7-MwzibpS_kHH6t9dFovghy8vapgZw2sC9zA0?15yT6 UJ -1-4-0 2-0-0 3-10-15 1-4-0 2-0-0 1-10-15 Scale=1:11• .3 v v 0 4.00 12 - 5 o _o Rri- m • 2 • 9 o .. _.._. ..., :,,,, _..,.. 3x4 4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES - GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Ina' YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0* Code IBC2015/TP12014 Matrix-P Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=106/Mechanical,2=245/0-5-8,4=19/Mechanical Max Horz 2=84(LC 8) Max Uplift3=-71(LC 12),2=-132(LC 8) • Max Gray 3=120(LC 19),2=251(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. - NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. .- 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=132. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. ' LOAD CASE(S) Standard • October 15,2018 -- e aWARNING-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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component . 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276289 51803553 SDO2A Jack-Open 1 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Pont:8 220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:50 2018 Page 1 ID:G 14?dfwtiLYHgxW98D7hxzyT7k7-MwzibpS_kHH6t9dFovghy8vaLgZw2sC9zAU?15yT6UJ 2-0-0 3-10-15 2-0-0 1-10-15 Scale=1:11.3 4.00 12 4 • 1 4 „" 304 3 2-0-0 2-0-0. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.00 1 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 -0.00 1-3 >999 180 TCDL 7.0 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:91b FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=141/0-5-8,2=122/Mechanical,3=19/Mechanical Max Horz 1=59(LC 8) Max Uplift 1=-47(LC 8),2=-79(LC 8) Max Gray 1=142(LC 19),2=127(LC 19),3=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 9)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • October 15,2018 A WARNING•Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 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 Mire is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the „ !l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276290 B1803553 SE01 Jack-Open 2 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:51 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-g6X4p9TdVbPzVJCRMdBwULRkg4v8nJSJCgEZZYyT6Ul -14-0 1-10-15 1-4-0 1-10-15 Scale=1:7.8 3 •5 4.00 12 2 0 vm 0 • r 3x4 4 2-0-0 2-0-0 LOADING(psf25 0 SPACING- 2-0-0 _ CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code 1BC2015/TP12014 Matrix-P Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=28/Mechanical,2=198/0-3-8,4=20/Mechanical Max Horz 2=54(LC 8) Max Uplift3=-43(LC 18),2=-115(LC 8) Max Gray 3=30(LC 19),2=245(LC 18),4=39(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=115. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type - Qty Ply Bella Terra-FR2 K5276291 81803553 SF01 Jack-Open 1 1 Job Reference(optional). Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8 220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:51 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-g6X4p9TdVbPzVJCRMdBwULRkd4v9nJSJCgEZZYyT6ul -1-4-0 1-10-15 1-4-0 1-10-15 • Scale=1:7.8 3 • 5 4.00 12 2 • • •• 4 • 3x4 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-P Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=200/0-5-8,4=19/Mechanical Max Horz 2=54(LC 8) Max Uplift 3=-46(LC 18),2=-117(LC 8) Max Gray 3=28(LC 19),2=248(LC 18),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=117. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard • October 15,2018 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.103/1015 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 tYt•11Tek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276292 B1803553 SJ01 Jack-Open 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8200 s Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:51 2018 Page 1 ID:G14?dfwtiLYHgxW98D7hxzyT7k7-q6X4p9TdVbPzVJCRMdBwULRkd4V9nJSJCgEZZYyT6U1 -1-4-0 1-10-15 • 1-4-0 1-10-15 Scale=1:7.8 • 4.00 12 2 • 0 4 3x4 2-0-0 2-0-0. LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:81b FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical,2=200/0-5-8,4=19/Mechanical Max Horz 2=54(LC 8) Max Uplift3=-46(LC 18),2=-117(LC 8) Max Gray 3=28(LC 19),2=248(LC 18),4=39(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=117. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIITPI 1 LOAD CASE(S) Standard October 15,2018 • VerifyMUM WARNING• design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTekOO 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/TP11 Quality Criteria,DSB-89 and BCSI Building Component , 250 Klug CircleSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2. K5276293 91803553 SJO2 Jack-Open 3 1 Job Reference(optional) Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 s Jul 6 2018 Print:8.220 s May 29 2018 MiTek Industries,Inc. Mon Oct 15 14:38:52 2018 Page 1 I D:G 14?dfwtiLYHgx W98 D 7hxzyT7k7J 15S0VTF G u Yq 7SndwKi91 z_vJ UFO W m iSR Uz66yT6 UH -1-4-0 2-0-0 3-10-15 1-4-0 2-0-0 1-10-15 Scale=1:11.3 o 4 0 4.00 12 0 0 r 2 v <0 1 3x4 4 2-0-0 _ 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a - BCLL 0.0 • Code IBC2015/TP12014 Matrix-P Weight:11 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing . • be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=106/Mechanical,2=245/0-5-8,4=19/Mechanical Max Horz 2=84(LC 8) Max Uplift3=-71(LC 12),2=-132(LC 8) Max Gray 3=120(LC 19),2=251(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS • (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will . fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) 2=132. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard October 15,2018 - A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/032015 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 �Y�t/Yelp° is-always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the '1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply Bella Terra-FR2 K5276294 B1803553 SJ03 Jack-Open 3 1 Job Reference(optional). Builders FirstSource/ProBuild Beaverton Truss,Beaverton,OR 97005 Run:8.200 n Jul 6 2018 Print 8.220 s May 29 2018 MiTek Industries,Inc.Mon Oct 15 14:38:52 2018 Page 1 ID:G 14?dfwtiLYHgx W 98D7hxzyT7k7-JI5SOVTFGuYg7SndwKi91z_gdUFO WmiSRUz66yT6UH -1-4-0 2-0-0 5-10-15 1-4-0 2-0-0 3-10-15 Scale=1:14.8 v v 4.00 12 5 0 0 ci N M o ,. V , 0 1 �. • 3x4 4 2-0-0 2-0-0 LOADING(psf) • SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-P Weight:13 lb FT=10% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=175/Mechanical,2=304/0-5-8,4=19/Mechanical Max Horz 2=113(LC 8) Max Uplift3=-115(LC 12),2=-159(LC 8) . Max Gray 3=207(LC 19),2=315(LC 19),4=39(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will • fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)3=115, 2=159. 10)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard i ''..5 :2( ' --- - • October 15,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIt-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 mit 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 IYI a A'Tk' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety k PLATE LOCATION AND ORIENTATION g 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 1 /4 Center plate on joint unless x,y P Y (Drawings not to scale) offsets are indicated. Damage or Personal Injury Mil. Dimensions are in ft'-in-sixteenths. Ilil‘k 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 or X-bracing,is always required. See BCSI. O-116" 1 2. Truss bracing must be designed by an engineer.For IMIIIIBISIIIIIIIIIIIIIIEIMIIIMM wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I _ O rt bracing should be considered. limitior U V O 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. o p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 c6-7 css I- designer,erection supervisor,property owner and plates 0- 1h4'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,ESR1988 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 4' 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but16.Do not cut or alter truss member or plate without prior ©2012 MiTek®All Rights Reserved approval of an engineer. ■EMO reaction section indicates joint IIIIII Mil number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11111111111111111. 110 18.Use ofreen or treated lumber may y pose unacceptable —� environmental,health or performance risks.Consult with Industry Standards: project engineer beforeuse. 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. snot sufficient. ii BCSI: Building Component Safety Information, ���® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, INA ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015