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Plans (394) IM ME 01.51 W11 - o o n1 ILI 51A-) ke.Z___ 6* • MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 171075 H&H Homes The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Trus-way Inc. Pages or sheets covered by this seal: K3159361 thru K3159426 My license renewal date for the state of Oregon is December 31,2017. � D PRO. FFss <; 040I NE- ,s, �0 89200PEirr 9r' ,,OREGON ki <0 -9y 14,2°� Q-1- MFRRILL May 3,2017 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 H&H Homes 471075 A01 COMMON 2 1 K3159361 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:02 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-SRVJI2onEbk01 WIUy5NJWrjvl3yHOvbYvi66AzKFHt 7-9-11 a 7-9-11 I 15-3-13-- 22-11-12 31-0-13 1 7-7-15 8-1-1 4x6 II Scale:3/16"=1' D 1i 8.00 12 2x4 \\ 3x4 '� on' C E d 4 3x4 g A cIlli ma .A11116 F R S J T I U H `G V 3x4= 4x6= 3x4 = 2x4 I I 4x6 = 4x6 II 10-4-15 1 20-6-5 1 23-0-5 2371-4 31-0-13 10-4-15 10-1-6 2-6-0 0-d-15 7-11-9 1 Plate Offsets(X,Y)-- [A:0-2-9,0-0-3l,fF:0-0-0,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/dell Ud PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.53 Vert LL -0.28 (H-J >998 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Vert(LL) TCDL 7 0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.55 H-J >503 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.03 A n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.08 J-M >999 360 Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt D-H SLIDER Left 2x4 DF Stud/Std-G 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) A=887/Mechanical,F=382/Mechanical,G=1079/0-3-8 Installation guide. Max Horz A=249(LC 11) Max Uplift A=-149(LC 12),F=-58(LC 12),G=-199(LC 12) Max Gray A=1022(LC 21),F=423(LC 2),G=1278(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-C=-1320/371,C-D=-1198/455,D-E=595/317,E-F=-307/74 BOT CHORD A-J=-175/1207,H-J=0/620 WEBS C-J=-467/361,D-J=-231/909,D-H=-355/35,E-H=0/656,E-G=-1175/345 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat ?ED P R OFF roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 �' 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c.n. �NGINE CC`R s/O 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 2 will fit between the bottom chord and any other members,with BCDL=10.0psf. Q 89200 P E ��' 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. �J 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 149 lb uplift at joint A,58 lb uplift at joint F and 199 lb uplift at joint G. 7 ,�OREGON 4/ <O q - 14,2°\ P+ MFRRII_\- Q' EXPIRES: 12/31/2017 4 May 3,2017 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. it it 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 Niel( ek( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250g Circle Corona, ronnaa,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159362 771075 A02 Common 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:03 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-Kd3iVNpp?vstfgthYgccsj?upiP20rJImZSgedzKFHs 7-9-11 1 15-3-13 I 22-11-12 I 31-0-13 3?-0-1j3 7-9-11 7-6-2 7-7-15 8-1-1 1-0-0 4x6 II Scale=1:64.7 D F1 8.00 r12- 2x4 \\ 6x10 Q C E 44. 3x4 BB ',21 rm/ /AliNII F 6 R S J T I U H V W 3x4 = 4x6 = 3x4= 4x6 = 4x6 II I 10-4-15 20-6-5 I 31-0-13 I 10-4-15 10-1-6 10-6-8 Plate Offsets(X,Y)-- IA:0-2-13.0-0-31,1E:0-4-0.0-3-41,fF:0-0-4,Edae] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc 1/dell Lid PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.52 VertLL -0.29 H-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.55 H-J >682 180 TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.06 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.07 J-M >999 360 Weight:146 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 DF Stud/Std-G 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) A=1161/Mechanical,F=1243/0-5-8 Max Horz A=-260(LC 10) Max Uplift A=-200(LC 12),F=-248(LC 12) Max Gray A=1336(LC 22),F=1417(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-C=-1857/514,C-D=-1726/598,D-E=-1754/607,E-F=-1897/512 BOT CHORD A-J=-249/1651,H-J=0/1086,F-H=-252/1500 WEBS C-J=-453/357,D-J=-227/873,D-H=-236/890,E-H=-462/366 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 �c o P R OFF 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �\�'�� NG]NE�R c1 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. �"7 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 Qt :9200 P E will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 4.1". . 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 200 lb uplift at joint A and 248 lb uplift at IP t joint F. 72OREGON �lv <O '9)' 14,24 MFR R 10- EXPIRES: 12/31/2017 May 3,2017 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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 H&H Homes 371075 A03 Common 1 1 K3159363 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:04 2017 Page 1 _ 1_0 8 1-1 15-9-0 ID:zLeYFjRjMp23 WY5oaO HMW2KX80-ogd4jjplmC_kHpSt6N7rOxY6F6ngIMju?CBDA3zKFHr 1-0-OQ 8-1_ 31-6-0 3-9 0o 1 7-7-15 7-7-15 I 8-1-1 1-0--01 4x6 II Scale=1:65.4 D 8.00 12 11 6x10 -i 6x10 d C • — 10# \ E o I, B .„„iii"\I 3TA �._ " FGI� 0 Q R J S I T H U V '-', 6 3x4 = 3x6= 4x6= 3x4 = 4x6 = I 10-7-11 I 20-10-5 I 31-6-0 10-7-11 10-2-10 10-7-11 Plate Offsets(X,Y)— fB:0-0-0,0-0-3),1C:0-4-0,0-3-81,1E:0-4-0,0-3-81,[F:Edge,0-0-3] LOADING (psf) TCLL(roof) 25.0 SPACING- 1-4-2 CSI. DEFL. in (loc) Well L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1,15 TC 0.35 Vert(LL) -0.20 H-J >999 240 TCDL 7.0 Lumber DOL 1.15 BC 0.45 Vert(TL) 0.40 H-J >956 180 MT20 220/195 BCLL 0.0 Rep Stress lncr YES WO 0.38 Horz(TL) 0.05 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.03 J-M >999 360 Weight:147 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G BRACING- BOT CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G REACTIONS. (lb/size) B=837/0-5-8,F=837/0-5-8 Max Horz B=180(LC 11) Max Uplift B=-166(LC 12),F=-166(LC 12) Max Gray B=955(LC 22),F=955(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1279/345,C-D=-1178/405,D-E=-1178/405,E-F=1279/345 BOT CHORD B-J=-170/1123,H-J=0/731,F-H=-170/1009 WEBS D-H=-156/596,E-H=-310/245,D-J=-156/596,C-J=-310/245 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=32ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs `�Q.ED P R OFFS 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. �� NG[NEF %,-,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 ,� 9 will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)A plate rating reduction of 20%has been applied for the green lumber members. 89200 P E 9ta— 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint B and 166 lb uplift at joint F. —IA /- - ,OREGON �1Lj <O qy 14,2°\ -V- A FRRItL 6P' EXPIRES: 12/31/2017 4 May 3,2017 4 A WARNING-Verily 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 budding 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,V P223314 Illy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 471075 A04 CALIFORNIA 1 1 K3159364 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:06 2017 Page 1 I10 4-11-0 9-5-6 9-103 16-6-0 ID:zLeYFjRjM21 7WYsoaA2HMo KX80-k 299g68POrIIpESW7cFDo9JUM3 -66vTfDBVBSWgKFI¢KFHp r 1-0-0 4-11-0 I 4-6-6 0-4-13 6-7-13 5-1-13 0-4--13 221 13 7-5-6-0 1 2-0-0 1-0-d 3x6= Scale=1:71.1 H 3x6 \-` 3x6'� 8x8 i E s-%'' V 1141IL Potshelf to 2'-6"max.to 8.00 D0 N8x8 , supportup t2::.-63; o 30 PSF. 6 , �1 C N 3x6 O i; m N OFR U T R Q o 4x6 = 6x8 = 6x10= 4x6 = 6x8= 4x10 3.65 112 1 9-5-6 1 16-6-0 1 22-0-10 1 29-6-0 1 31-6-0 1 9-5-6 7-0-10 5-6-10 7-5-6 2-0-0 Plate Offsets(X,Y)-- LB:0-6-0,0-0-31,fH:0-3-0,0-0-131.(0:0-1-5,0-0-01,IS:0-3-8,0-3-81,IW:0-2-2,0-1-0] LOADING (psf) SPACING- 1-4-2 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.32 VertLL -0.07 Q-R >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.25 Q-R >999 180 TCDL 7.0 BCLL 0.0 • Rep Stress Incr YES WB 0.68 Horz(TL) 0.10 0 n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.05 Q-R >999 360 Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins. D-M:2x6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 DF No.1&Btr G*Except* JOINTS 1 Brace at Jt(s):I,F I-T:2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G OTHERS 2x4 DF Stud/Std G REACTIONS. (lb/size) B=842/0-5-8,0=832/0-5-8 Max Horz B=180(LC 11) Max Uplift B=-166(LC 12),0=-167(LC 12) Max Gray B=937(LC 2),0=927(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1337/383,C-D=-1184/352,D-F=-1011/439,F-I=-1011/439,I-K=-1018/439, K-M=-1018/439,M-N=-1348/361,N-0=-2233/563 BOT CHORD B-U=-233/1068,R-S=-161/1065,Q-R=-437/1773,O-Q=-440/1886 WEBS S-U=-114/744,D-S=-71/282,M-R=0/275,N-R=-709/279,N-Q=-22/465 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=32ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for oO PR Op members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,`�Q� Fs 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Gj GINE �'/ roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 � �N F9 �2 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �,.C..? non-concurrent with other live loads. 89200PE 9r 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. /'' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. '� •• 411111' ,• • 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 0 Q will fit between the bottom chord and any other members. -y OREGON 1/../ 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Bearing at joint(s)0 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /O q y 14,2'� P+ capacity of bearing surface. A IFR R I L` 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint B and 167 lb uplift Y� at joint 0. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 I May 3,2017 Alk I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1•7477 rev.10/03/2015 BEFORE USE. -...mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Cor nag Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 471075 A05 California 1 1 K3159365 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:08 2017 Page 1 1-o-9 4-11-0 9-5-6 910f3 16-6-0 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-gbsbZ5tYpRUAIRmeLDCnZnikaj4ug59Uwg9RJgzKFHn - 21-7-13 224 10 - 0 31-6-0 -0-0 4-11-0 4-6-6 0-4-13 6-7-13 5-1-13 0 q 113 77 55-6g I 2-0-0-0 4x6 Scale=1:65.3 4x6 N E 621 AAS H AB 7 8x8 i2x4 II 8x8 8.00 12 DG 2x4 I I2x4 I I 2x4 N C 3x6'� K L j$^]5 � 0 e � ., Q P N M 4x6= 6x8 = 3x4 I 4x6= 6x8 = 4x10 6x10 = 3.65 112 2x4 II Potshelf to 2'-6"max.to support up to 30 PSF. I 9-5-6 1 16-6-0 1 22-0-10 1 29-6-0 1 31-6-0 1 9-5-6 7-0-10 5-6-10 Plate Offsets(X.Y)— [B:0-0-0,0-0-3],fE:0-2-5,0-2-0],fH:0-1-14,0-1-141,fL:0-1-1,Edgel,fM:0-4-0,0-3-8],10:0-3-8,0-3-8],fS:0-2-2,0-1-0] 7-5-6 2-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.14 M-N >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.82 Vert(TL) -0.41 M-N >924 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.17 L n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.11 M-N >999 360 Weight:207 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G`Except` BRACING- D-J:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr G`Except` except G-P:2x4 DF Stud/Std G 2-0-0 oc purlins(6-0-0 max.):D-J,E-H. WEBS 2x4:2 Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-3-14 oc bracing. OTHERS 2x4 DF Stud/Std G WEBS 1 Row atmjdpt K-N JOINTS 1 Brace at Jt(s):G,F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) L=1521/Mechanical,B=1575/0-5-8 Installation guide. Max Horz B=229(LC 35) Max Uplift L=-431(LC 12),B=-455(LC 12) Max Gray L=1544(LC 2),B=1608(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2369/879,C-D=-2160/835,D-E=977/450,D-F=-1273/538,F-G=-1273/538, G-1=-1288/543,I-J=-1288/543,H-J=-986/456,J-K=-2473/925,K-L=-3946/1395, E-H=-747/416 BOT CHORD B-Q=-647/1905,P-Q=-92/384,G-0=-117/296,N-0=-609/1992,M-N=-1129/3130, L-M=-1169/3331 WEBS C-Q=-257/214,D-Q=-36/310,O-Q=-411/1382,D-0=-201/423,J-N=0/413,K-N=-1161/525, K-M=-162/820 ���0 P R 0p NOTES- , �CNGINE.k. di0 1)Unbalanced roof live loads have been considered for this design. �� 2 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=32ft; Q 89200PE 17r eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Aill4P3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 / : 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs Q non-concurrent with other live loads. yG OREGON vs �4j 5)Provide adequate drainage to prevent water ponding. 1 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /Q )' 14,20� Q'r 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 MFR R I 1...\.- 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. plate capable of withstanding 431 lb uplift at joint L and 455 lb uplift EXPIRES: 12/31/2017 10) Provide mechanical connection(by others)of truss to bearing at joint B. May 3,2017 f'ontimlrad nn Dane 2 WARNING-Verdesign I g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7073 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 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexand a,VA 22314.Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 471075 A05 California 1 1 K3159365 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:08 2017 Page 2 NOTES- ID:zLeYFjRjMpSH WYSoaA2HM WzKX80-gbsbZStYpRUAIRmeLDCnZnikaj4ug59Uwg9RJgzKFHn -.11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)225 lb down and 273 lb up at 13-10-14,and 153 lb down and 158 lb up at 15-9-0,and 380 lb down and 437 lb up at 17-7-2 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:A-D=-56,D-E=-56,H-J=-56,J-L=-56,P-W=-20,M-0=-20,M-T=-20,E-H=-56 Concentrated Loads(Ib) Vert:Z=-224 AA=-56 AB=-380 1 A P 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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P Cooronna, Circle Coa,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 471075 A06 California 1 1 K3159366 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:09 2017 Page 1 I D:zLeYFjRjMpSH WysoaA2HM WzKX80-9nQzmRtAakd1 NbKgvxj05_FwY7Rdpa0d9Uv_sGzKFHm 11-0-01 4-11-0 1 9-5-6 9-10r3 16-6-021-7-13 22r0-110 29-6-0 1 31-6-0 I 1-0-0 4-11-0 4-6-6 0-4-13 6-7-13 1 5-1-13 0-4-13 7-5-6 2-0-0 Scale=1:56.6 E H 8x8 G 2x4 II 8x8 O D � � � F� � NAIL 8.00 12 X fl40, Z AA 2x4 C N 1i' 3x6 Q m I r L I$1� 0 N K o 4x66x8 = = 4x6 = 6x8 = 3x4 H 4x10 6x10 = 3.65112 2x4 H Potshelf to 2'-6"max.to support up to 30 PSF. I 9-5-6 1 16-6-0 1 22-0-10 I 29-6-0 1 31-6-0 1 9-5-6 7 0 10 5-6-10 7-5-6 2-0-0 Plate Offsets(X,Y)— IB:0-0-0,0-0-31,[D:0-3-9,0-3-61,IG:0-3-12,0-3-01,[J:0-1-5,0-0-41,[M:0-3-4,0-3-4],[Q:0-2-2,0-1-01 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.11 K-L >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.38 K-L >989 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.16 J n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.10 K-L >999 360 Weight:188 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc purlins,except D-G:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):D-G. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 5-10-8 oc bracing. F-N:2x4 DF Stud/Std G WEBS 1 Row at midpt I-L WEBS 2x4 DF Stud/Std G OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) J=1307/Mechanical,B=1380/0-5-8 Installation guide. Max Horz B=201(LC 44) Max Uplift J=-301(LC 12),B=-344(LC 12) Max Gray J=1343(LC 2),B=1426(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2041/1079,C-D=-1818/1058,D-F=-1842/1417,F-G=-1852/1422,G-I=-2068/1136, 1-J=-3433/1632 BOT CHORD B-0=-804/1630,N-0=-137/329,F-M=-399/370,L-M=-794/1638,K-L=-1305/2727, J-K=-1359/2904 WEBS C-0=-265/124,0-0=0/307,M-0=-578/1149,D-M=-294/613,G-M=-213/503,G-L=0/413, 1-L=1092/516,I-K=-213/723 NOTES- 1)Unbalanced roof live loads have been considered for this design. ��� P R OFF 2)Wind:ASCE 7-10;Vutt=14Omph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=32ft; �\��� NG,NEF es eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for R members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Q 89200PE - roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. ,..1:r7)*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 �L OREGON Ik will fit between the bottom chord and any other members. ,O '9) 14,20N Q4 8)AA plate rating reduction of 20%has been applied for the green lumber members. 9)Refer to girder(s)for truss to truss connections. /-'IFR R I 0- 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 301 lb uplift at joint J and 344 lb uplift at joint B. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. EXPIRES: 12/31/2017 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). May 3,2017 1.ontlnuert nn nave 2 t 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 pluI 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 QualityCriteria,DSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 471075 A06 California 1 1 K3159366 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:10 2017 Page 2 ID:zLeYFjRjMpSH WYsoaA2HM WzKX80-dLznuoL2lu?kv1 SeEFeCo5H Wms81 FnN8eXOjzKFHI LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-D=-56,D-E=-56,D-G=-56,G-H=-56,G-J=-56,N-U=-20,K-M=-20,K-R=-20 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10Po3/2015 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 T is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the Miek+ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P o g Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159367 171075 A07 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:11 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-5AYjB6VQ6MtIcuUDOLIUBPK81w3CtRYwco05w9zKFHk 11-0-01 4-11-0 9-5-6 9-101.3 16-6-0 21-7-13 22)0-10 29-6-0 31-6-0 1-0-0 4-11-0 4-6-6 0-4-13 6-7-13 5-1-13 0-4-13 7-5-6 2-0-0 Scale=1:55.8 8x8 2x4 II 8x8 ' Dt X r, Y l� Z Ec, AA ,R.,AB ,,,Fr AD r a 8.00 12 2x4 C 3x6 ro G aiY II g mimmiimmi nom 41Ad `AJ — I41:5 o d M L 4x6= 6x8 = 4x6= 6x8 = 3x4 H 4x10 3.65 12 2x4 II 6x10= Potshelf to 2'-6"max.to support up to 30 PSF. I 9-5-6 1 16-6-0 22-0-10 29-6-0 1 31-6-0 1 9-5-6 7-0-10 5-6-10 7-5-6 2-0-0 Plate Offsets(X,Y)-- (B:0-0-0,0-0-31,[D:0-3-8,Edgel.IF:0-4-0,0-3-8],II :0-1-1,Edoe],[I:0-4-0,0-3-81,[K:0-3-8,0-3-8110:0-2-2,0-1-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/defl Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.15 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.91 Vert(TL) -0.44 1-J >867 180 BCLL 0.0 * Rep Stress lncr YES WB 0.70 Horz(TL) 0.19 H n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.13 J-K >999 360 Weight:181 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except D-F:2x6 DF SS G 2-0-0 oc purlins(4-11-7 max.):D-F. BOT CHORD 2x4 DF No.1&Btr G"Except* BOT CHORD Rigid ceiling directly applied or 5-11-6 oc bracing. E-L:2x4 DF Stud/Std G WEBS 1 Row at midpt G-J WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Stud/Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) H=1481/Mechanical,B=1629/0-5-8 Max Horz B=161(LC 11) Max Uplift H=-516(LC 12),B=-594(LC 12) Max Gray H=1640(LC 2),B=1789(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2689/1063,C-D=-2468/1020,D-E=-2594/1180,E-F=-2607/1182,F-G=-2639/1011, G-H=-4232/1555 BOT CHORD B-M=-799/2169,L-M=-124/443,E-K=-859/632,J-K=-672/2105,I-J=-1272/3376, H-I=-1314/3585 WEBS C-M=-326/270,D-M=-103/388,K-M=-540/1577,D-K=-379/842,F-K=-484/850,F-J=-8/419, G-J=-1274/606,G-I=-181/859 NOTES- 1)Unbalanced roof live loads have been considered for this design. p P R QF 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=32ft; <(-.\ G]NE rS/ eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for N F members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� 2 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat 89200 P E ��'` roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �� non-concurrent with other live loads. w_ / 5)Provide adequate drainage to prevent water ponding. Q ' 0y ' -o 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -y OREGON �44/ 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 G ,`p will fit between the bottom chord and any other members. /Q '9 y j 4 2� 4 8)A plate rating reduction of 20%has been applied for the green lumber members. ,f- �Q* 9)Refer to girder(s)for truss to truss connections. MFR R 10_ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 516 lb uplift at joint H and 594 lb uplift at joint B. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 May 3,2017 Continued on pane 2 it A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE, mit Design valid for use only with 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 ANSIITPtl 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 H&H Homes 471075 A07 California 1 1 K3159367 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.1s100as Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:11 2017 Page 2 NOTES- I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-5AYjB6VQ6MtIcuUDOLIUBPK81w3CtRYwco05w9zKFHk 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)262 lb down and 323 lb up at 9-10-14,160 lb down and 164 lb up at 12-0-0,195 lb down and 209 lb up at 14-0-0,199 lb down and 214 lb up at 15-9-0,195 lb down and 209 lb up at 17-6-0,and 160 lb down and 164 lb up at 19-6-0,and 192 lb down and 219 lb up at 21-7-2 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:A-D=-56,D-F=-56,F-H=-56,L-S=-20,I-K=-20,I-P=-20 Concentrated Loads(Ib) Vert:V=-227 X=-54 Y=-103 Z=-109 AA=-103 AC=-54 AD=-23 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MB. 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 H&H Homes 471075 A08 K3159368 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:13 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-1ZgUcowhez7SsCecBmnyGgQcYksKLLMD36tC?1zKFHi 1-0-01 5-5-6 5-10 3 10-11-8 16-6-0 23-0-0 1 { 29-6-0 I 31-6-0 I 1-0-0 5-5-6 0-4-13 5-1-5 5-6-8 6-6-0 6-6-0 2-0-0 Scale=1:56.3 D Special 6x8 \\ / 3x4= 3x4 I 3x4 5x6= 8.00 12 8x8= 4411000.., C IRI IS l E 64 3F ISS If ISZI 6a �" �I V X sY'� a fl N N C) h B �. L° w 1� /R M Q P 0 0 2x4 I I K J 4x6 = 2x4 II 6x10= 3x4 I I 2x4 II 6x6 = 6x10 = 6x10= I 5-5-6 I 10-11-8 16-6-0 23-0-0 I 29-6-0 1 31-6-0 1 5-5-6 5-6-1 5-6-8 6-6-0 6-6-0 2-0-0 Plate Offsets(X,Y)— fB:0-0-0,0-0-11,fG:0-4-0,0-4-81,FL:0-4-8,0-3-01,[N:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.18 M-N >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.47 M-N >796 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0.15 J n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.14 M-N >999 360 Weight:190 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF SS G*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, A-D:2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(4-6-5 max.):C-I. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G*Except* WEBS 1 Row at midpt G-L N-P:2x4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) J=1227/Mechanical,B=1353/0-5-8 Max Horz B=237(LC 12) Max Uplift J=-259(LC 9),B=-304(LC 12) Max Gray J=1342(LC 2),B=1422(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2132/949,C-E=-2651/1343,E-F=-3307/1424,F-G=-3382/1458,G-H=-783/290, H-1=-740/276,I-J=-1296/476 BOT CHORD B-Q=-1092/1726,P-Q=-1095/1722,O-P=-276/554,F-N=-384/206,M-N=-1049/2715, L-M=-1049/2715,H-L=-387/216 WEBS C-P=-302/1207,E-P=-740/338,N-P=-1085/2133,E-N=-102/780,G-N=-540/737,G-M=0/302, G-L=-2135/839,1-L=-572/1531 NOTES- 1)Unbalanced roof live loads have been considered for this design. PR Rt 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=32ft; GINE 1/4)/ eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for N F members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 R 2 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Q 89200PE �c roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. C3OREGON 44/ 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 47 )••••will fit between the bottom chord and any other members. AN < D q �'\ 8)A plate rating reduction of 20%has been applied for the green lumber members. A 14+2 Q�- 9)Refer to girder(s)for truss to truss connections. Y/FR R L� 70 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 lb uplift at joint J and 304 lb uplift at joint B. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)140 lb down and 66 lb up at 23-6-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. May 3,2017 J:nntinttert nn nanP 2 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. ess mit Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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 H&H Homes 171075 A08 ROOF SPECIAL GIRDER 1 1 K3759368 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:13 2017 Page 2 NOTES- ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-1ZgUcowhez7SsCec8mnyGgQcYksKLLMD36tC?1zKFHi -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:A-C=-56,C-D=-56,C-I=-56,O-R=-20,L-N=-20,J-K=-20 Concentrated Loads(Ib) Vert:Y=-31(B) 1 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 Mirek®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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P or CKlug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 471075 A09 Roof Special Girder 1 K3159369 2 Trus Way,Inc., Vancouver,WA 98668 Job Reference(optional) ID:zLeYF 8.110 S Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:17 2017 Page 1 11-0-01 5-5-6 5-10xr3 10-11_g jRjMpSHW23-0-0 HMWzKX80 wKv_SAzBiCduLpyNNcsuQgaMuLB8H8so_krPBpzKFHe 1-0-0 5-5-6 0 4-13 5-1-5 5 6-8 6 6-0 I 29-6-0 1 31-6-0 6-6-0 2-0-0 Scale=1:56.3 6x8 \\ 3x4= 3x4 II = 8.00 12 C U v W D 8x83x4 II 5x6= lioC 6a Dal v y �Z 66AE AC n IT .F■Ar AWI Di 6zi H El N �, N $�n B y ci /� In nn AII - nn n nn .� nn. MIX II It tl ® tl It n .Yi a. nn nn�M NAILED NAILED -�aa o AJ AK P AL AM ANO AO AP AQN AR AS AT L AU NAILEDAVNAILEDAK' I� d NAILED NAILED 2x4 II NAILED 4x6 = NAILED 6x10= 3x4 I 2x4 I J I NAILED 2x4 II 6x6= NAILED NAILED 6x10= NAILED NAILED 6x10 = NAILED NAILED 5-5-6 I 10-11-8 I 16-6-0 5-5-6 5-6-2 I 23-0-0 I 29-6-0 I 31-6-0 1 Plate Offsets(X,Y)— fB:0-0-0,0-0-31,FF:0-3-12,0-4-8],FK:0-3-4,0-3-41,]M:0-3-8,0-3-01 6-6-0 6-6-0 2-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.22 L-M >999 240 TCDL Lumber DOL 1.15 BC 0.62 Vert(TL) -0.52 L-M >718 180 MT20 220/195 7.0 RepStress Inc` NO BCLL 0.0 WB 0.71 Horz(TL) 0.16 1 n/a n/a BCDL 10.0 Code IRC2012lrP12007 Matrix-MS Wind(LL) 0.20 L-M >999 360 Weight:373 lb FT=20/o e LUMBER- TOP CHORD 2x6 DF SS G*Except* BRACING- A-C: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 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):C-H. BOT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing, Except: WEBS 2x4 DF Stud/Std G`Except` M-O:2x4 DF No.1&Btr G 6-0-0 oc bracing:J-K,I-J. WEBS 1 Row at midpt F-K REACTIONS. (lb/size) 1=2493/Mechanical,B=2512/0-5-8 Max Horz B=152(LC 33) Max Uplift 1=-932(LC 7),B=-837(LC 10) Max Gray I=2779(LC 2),B=2802(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-4562/1408,C-D=-5956/1979,D-E=-7439/2553,E-F=-7609/2611,F-G=-1636/556, G-H=-1549/528,H-I=-2712/906 BOT CHORD B-P=-1228/3766,O-P=-1233/3758,N-0=-391/1233,E-M=-901/551,L-M=-2015/5899, K-L=-2015/5899,G-K=-632/327 WEBS C-P=0/350,C-0=941/2724,D-0=1670/815,M-0=-1624/4805,D-M=-635/1644, F-M=-661/1890,F-L=0/548,F-K=-4711/1615,H-K=-1094/3203 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. `�¢�D P R�FFs Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. SCJ NC?I NPF s/ 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 ,N ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 2 3)Unbalanced roof live loads have been considered for this design. 89200 P E. "�` 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=32ft; • eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 ,009:„...- � • 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 770' ON (v non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. G./O '9 y- 14 rZ0 N '( 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /i vo 9)*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 FR R!O- 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. EXPIRES: 12/31/2017 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 932 lb uplift at joint I and 837 lb uplift at 1:nnti""'tdR-in`lane 2 May 3,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7073 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 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,iVA 22331q lity Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 A09 Roof Special Girder 1 K3159369 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:17 2017 Page 2W NOTES- ID:zLeYFjRjMpSHYsoaA2HMWzKX80-wKv_SAzBiCduLpyNNcsuQgaMuL68H8so krPBpzKFHe `13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)401 lb down and 341 lb up at 5-10-14,170 lb down and 157 lb up at 8-0-0,205 lb down and 199 lb up at 10-0-0,198 lb down and 204 lb up at 12-0-0,198 lb down and 204 lb up at 14-0-0,198 lb down and 204 lb up at 15-9-0,192 lb down and 190 lb up at 17-6-0,200 lb down and 190 lb up at 19-6-0,200 lb down and 186 lb up at 21-6-0,164 lb down and 144 lb up at 23-6-0,153 lb down and 134 lb up at 25-6-0,and 153 lb down and 134 lb up at 27-6-0,and 153 lb down and 134 lb up at 29-6-0 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:A-C=-56,C-H=-56,N-Q=-20,K-M=-20,I-J=-20 Concentrated Loads(Ib) Vert:G=-79 K=-70(B)T=-304 V=-91 W=-139 Y=-145 Z=-145 AA=-145 AB=-132 AD=-132 AE=-126 AF=-79 AH=-79 AI=-79 AJ=-45(B)AK=-35(6)AL=-54(B) AM=-57(B)AN=-57(B)A0=-57(6)AP=-57(B)AQ=-57(B)AR=-70(B)AS=-70(B)AT=-70(B)AU=-70(B)AV=-70(B)AW=-70(B) t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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 H&H Homes 1-71075 B01 California Girder 1 K3159370 Trus-Way,Inc., Vancouver,WA 98668 2 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:21 2017 Page 1 1-05-5-6 5- ID:zLeYFIRjMpSHWYsoaA2HMWzKX8O-o58VHX1imQ7KpRF8cSxgaWll byWZDvV0vMpdHazKFHa 1 -p 9-3 11-11-14 18-5-0 24-10-2I 30-11-13 3114110 36-10-0 3f-1 1-0-0 5-5-6 0-4-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-13 5-5-6 j-0 p Scale=1:65.8 6x10 \\ 2x4 II 8x8 = 2x4 H a 8.00 12 `I U �V �W ,D Y ,12 baAA .E Al \C Al?„ AFS AF E , AFd AAl„., ;AJ // f1 ft r1 N nnN ,,,,i7 M 41A B ! no_ an 'g _ on nn o /;e* an on nn nn .?s nn �nn nlrb m on H I 1N- AK AL NAM AN AO M d AP AQ LAR AS AT AU K AV AW J AX AY AZ 4x6 = NAILED 2x4 II NAILED NAILED 4x12 NAILED NAILED 5x14 MT20HS= NAILED 4x12 NAILED NAILED NAILED NAILED 2x4 H NAILED 4x6 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-5-6 11-11-14 18-5-0 24-10-2 5-5-6 6.6.6 6 5 2 6-5-2 6-6-8 j 31-4-10 I 36-10-0 I Plate Offsets(X,Y)— fB:0-0-0,0-0-31,rC:0-3-5,0-1-141,fE:0-4-0,0-4-81,IG:0-3-5,0-1-141,fH:Edge,0-0-31.IK:0-3-8,0-2-OJ,FL:0-7-0,0-3-4],IM.0-5-0,0-2-0J 5-5-6 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.31 L >999 240 MT20 220/195 Lumber DOL 1.15 BC 0.78 Vert(TL) -0.70 L-M >636 180 MT2OHS 165/146 TCDL 7.0 BCLL 0.0 * Rep Stress Incr NO WB 0.92 Horz(TL) 0.20 H n/a n/a BCDL 10.0 Code 1RC2012/TPI2007 Matrix-MS Wind(LL) 0.27 L >999 360 Weight:382 lb FT=20% 0 LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- C-E,E-G:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):C-G. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 8-6-4 oc bracing. REACTIONS. (lb/size) B=3036/0-5-8,H=3036/0-5-8 Max Horz B=-103(LC 30) Max Uplift B=-1003(LC 10),H=-1003(LC 10) Max Gray B=3388(LC 2),H=3388(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-5636/1700,C-D=-8256/2660,D-E=-8256/2660,E-F=-8256/2660,F-G=-8256/2660, G-H=-5636/1700 BOT CHORD B-N=-1372/4670,M-N=-1378/4661,L-M=-2948/9428,K-L=-2948/9428,J-K=-1346/4661, H-J=-1340/4670 WEBS C-N=0/397,C-M=-1384/4177,D-M=-1028/611,E-M=-1354/486,E-L=0/498,E-K=-1354/485, F-K=-1028/611,G-K=1385/4177,G-J=0/397 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chordsneconnectedaooas follows:42x4-1 row at 0-9-0 oc. `�Q`ED PR QFFS 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 Gj !_`GINE s/O ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��� i`v FR 2 3)Unbalanced roof live loads have been considered for this design. 9 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; 89200PE C-' eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 —`� 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category Il;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 01°- / _ 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs CI non-concurrent with other live loads. yL OREGONIx �14� 7)Provide adequate drainage to prevent water ponding. /6 -9),- 14 ZQ P 1r 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. /f IER R I 10) *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 M 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 1003 lb uplift at joint B and 1003 lb EXPI RES: 12/31/2017 uplift at joint H. f'rinti ininti rnhanoia reorecentatinn does not deeict the size nr the orientation of the ourlin alone the too and/or bottom chord May 3,2017 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. MINIM 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 I 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 223314 lily Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 B01 California Girder 1 �f K3159370 Trus-Way,Inc., Vancouver,WA 98668 ` Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:21 2017 Page 2 NOTES- I D:zLeYFjRjMpSHWYsoaA2HM WzKX8O-o58VHX1 imQ7KpRF8cSxga WI1 byWZDvVOvMpdHazKFHa 14) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)401 lb down and 342 lb up at 5-10-14,165 lb down and 157 lb up at 8-0-0,200 lb down and 199 lb up at 10-0-0,198 lb down and 204 lb up at 12-0-0,198 lb down and 204 lb up at 14-0-0,198 lb down and 204 lb up at 16-0-0,198 lb down and 204 lb up at 18-0-0,198 lb down and 204 lb up at 18-10-0,198 lb down and 204 lb up at 20-10-0,198 lb down and 204 lb up at 22-10-0,198 lb down and 204 lb up at 24-10-0,200 lb down and 199 lb up at 26-10-0,and 165 lb down and 157 lb up at 28-10-0,and 401 lb down and 342 lb up at 30-11-2 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:A-C=-56,C-G=-56,G-I=-56,O-R=-20 Concentrated Loads(Ib) Vert:M=-57(F)D=-145 F=-145 K=-57(F)U=-304 V=-91 W=-139 Z=-145 AA=-145 AB=-145 AC=-145 AD=-145 AE=-145 AH=-139 Al=-91 AJ=-304 AK=-45(F) AL=-35(F)AM=-54(F)AN=-57(F)A0=-57(F)AP=-57(F)AQ=-57(F)AR=-57(F)AS=-57(F)AT=-57(F)AU=-57(F)AV=-57(F)AW=-57(F)AX=-54(F)AY=-35(F) AZ=-45(F) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mit it 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 ANSI/TPII Quality Criteria,DSB-89 and SCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona,o Circle CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159371 171075 B02 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:23 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-kUGGiD2yH2N23kPXjtzlgxgJ?mEvhrBhNgljLSzKFHY 1-05-5-6 5-1 -3 11-11-14 18-5-0 24-10-2 30-11-13 31110 36-10-0 3 -10 1- Q 19 I I I 1�1 1-0-0 5-5-6 0-4-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-13 5-5-6 1-0-0 Scale=1:65.8 I 6x10 \\ D 8.00 12 2x4 II 8x8 = 2x4 II ` 6x10 1/ C�� mE F w G H 41441.4144:4114444411441441441(E= ,' W X V Z p AA AB 4:11114111111111111N111% N CS <h J A B ® t� Ix* Id-Id o ._. P.P 0 N M L = 4x6= 2x4 II 4x12 = 5x14 MT2OHS= 4x12 = 2x4 II 4x6 I 5-5-6 I 11-11-14 I 18-5-0 I 24-10-2 I 31-4-10 I 36-10-0 I 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)— [B:0-0-0,0-0-2],[F:0-4-0,0-4-81,[J:0-0-0,0-0-2],IN:0-7-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.25 N >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.61 N-O >728 180 MT2OHS 165/146 TCDL 7.0 Rep Stress lncr YES WB 0.78 Horz(TL) 0.18 J n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.21 N >999 360 Weight:198 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins,except C-F,F-H:2x6 DF SS G 2-0-0 oc purlins(4-5-7 max.):C-H. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) B=1573/0-5-8,J=1573/0-5-8 Max Horz B=-145(LC 10) Max Uplift B=-377(LC 12),J=-377(LC 12) Max Gray B=1643(LC 2),J=1643(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2536/1248,C-E=-3536/1909,E-F=-3536/1909,F-G=-3536/1909,G-H=-3536/1909, H-J=-2536/1248 BOT CHORD B-P=-936/2066,O-P=-940/2062,N-0=1605/3990,M-N=-1605/3990,L-M=-940/2062, J-L=-936/2066 WEBS C-0=-641/1768,E-0=-434/331,F-0=-601/122,F-M=-601/122,G-M=-434/331, H-M=-641/1768 NOTES- 1)Unbalanced roof live loads have been considered for this design. P R t 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=37ft; t`el D OF`s eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for cn� NGI NEF s/o members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �� R .L 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat G<./ roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 Q 89200PE 9r 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. ;„. • /+ CC 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON � 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 �L� 2jq BD, will fit between the bottom chord and any other members. Q Y 1 4, P+ 9)A plate rating reduction of 20%has been applied for the green lumber members. /f IF 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 377 lb uplift at joint B and 377 lb uplift MR R I L\' at joint J. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 May 3,2017 f _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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 Niel(' 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 H&H Homes K3159372 171075 B03 CALIFORNIA GIRDER 1 1 Job Reference(optional Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:25 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-hs007v4Cpfe112ZvrI?mIMwdEZuh9Is_q_ngQLzKFH W 11-0-q 5-5-6 5-N-3 11-11-14 18-5-0 24-10-2 I 30-11-13 3114110 36-10-0 3T-10-0 1-0-0 5-5-6 0-4-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-13 5-5-6 1-0-0 Scale=1:65.8 5x6 -' 5x6 D ACS C' AP jAKI AL.,AM Ah , L Aq, APS 0 AFAR SAT 8.00 12 6)(10 \\ 4. 8x8= 6x10 // ft C F 1 K P g S 1 � N ,r,T �r A/'71,4 p fl1.� Z Y X W V 4x12 = 5x14 MT2OHS= 4x12 = 4x6 = 4x6 I 5-5-6 I 11-11-14 I 18-5-0 I 24-10-2 I 31-4-10 I 36-10-0 I 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)-- IB:0-6-8,0-0-101,ID:0-2-5,0-2-81,fK:0-4-0.0-5-41,[Q:0-1-14,0-1-151.fT:0-6-8,0-0-10l,IX:0-7-0.0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.32 X >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.66 X-Y >666 180 MT2OHS 165/146 TCDL 7.0 Rep Stress lncr YES WB 0.71 Horz(TL) 0.23 T n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.29 X >999 360 Weight:248 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-2-9 oc purlins,except C-K,K-S:2x6 DF SS G 2-0-0 oc purlins(5-1-11 max.):C-S,D-Q. Except: BOT CHORD 2x4 DF No.1&Btr G 1 Row at midpt K-P WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. OTHERS 2x4 DF Stud/Std G WEBS 1 Row at midpt K-Y,K-W JOINTS 1 Brace at Jt(s):F,K,P,E,R, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) B=2015/0-5-8,T=2015/0-5-8 Max Horz B=173(LC 35) Max Uplift B=-787(LC 12),T=-787(LC 12) Max Gray B=2217(LC 2),T=2217(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-3528/1352,C-D=-1800/752,C-E=-2744/1197,E-F=-2744/1197,F-H=-2744/1197, H-I=-2744/1197,I-K=-2744/1197,K-M=-2743/1196,M-N=-2743/1196,N-P=-2743/1196, P-R=-2743/1196,R-S=-2743/1196,Q-S=-1799/751,S-T=-3528/1352,D-G=-1417/662, G-J=-1412/659,J-L=-1412/659,L-0=-1412/659,0-0=-1416/662 BOT CHORD B-Z=-999/2881,Y-Z=-1002/2877,X-Y=-2009/5198,W-X=-2009/5198,V-W=-1002/2877, T-V=-999/2881 WEBS C-Y=-744/1591,Q R=-206/580,G H—365/245,4-J=-36 354/L M 5 6/362,N-0=-370/248 583, =,3-/ 13/591, �S:<�NGI E�.s, NOTES- � 2 1)Unbalanced roof live loads have been considered for this design. Q 89200PE �f' 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=37ft; eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for /' members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ;. , 4' :• . 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 - OREGON1� �4/ L 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 21 non-concurrent with other live loads. /Q '9 y 14,2.13P+ 5)Provide adequate drainage to prevent water ponding. �►I tb 6)All plates are MT20 plates unless otherwise indicated. MFR A I O- 7)All plates are 2x4 MT20 unless otherwise indicated. 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 EXPIRES: 12/3_1/.2017 will fit between the bottom chord and any other members. May3,20 7 10)A plate rating reduction of 20%has been applied for the green lumber members. 'inntinued nn nanp 9 _ 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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 H&H Homes 171075 B03 CALIFORNIA GIRDER 1 1 K3159372 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:25 2017 Page 2 NOTES- ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-hs007v4Cpfell2Zvri?mlMwdEZuh9ls_q_ngQLzKFH W 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 787 lb uplift at joint B and 787 lb uplift at joint T. 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)261 lb down and 322 lb up at 9-10-14,160 lb down and 164 lb up at 12-0-0,195 lb down and 209 lb up at 14-0-0,199 lb down and 214 lb up at 16-0-0,188 lb down and 181 lb up at 18-0-0,188 lb down and 181 lb up at 18-10-0,199 lb down and 214 lb up at 20-10-0,195 lb down and 209 lb up at 22-10-0,and 160 lb down and 164 lb up at 24-10-0,and 261 lb down and 322 lb up at 26-11-2 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:A-C=-56,C-D=-56,Q-S=-56,S-U=-56,AA-AD=-20,D-Q=-56 Concentrated Loads(Ib) Vert:AG--220 AI=-54 AK=-103 AL=-109 AM=-81 AN=-81 A0=-109 AP=-103 AR=-54 AT=-220 ee AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10Po3/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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 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 H&H Homes t71075 B04 CALIFORNIA GIRDER K3159373 1 1 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:27 2017 Page 1 11-05-5-6 5-100 11-11-14 ID:zLeYFjRjMpSH-10-2 2HMWzKX80-dFWm I1-13 uTX 31.141Egn?_iNc6-10-0 HGxU3 -lO-p --p I 18-5-0 1 24-10-2 30-11-13 3114110 36-10-0 3 -10- 1-0-0 5-5-6 0-1-13 6-1-11 6-5-2 6-5-2 6-1-11 0-4-13 5-5-6 j_O_P Scale=1:65.4 F K 8.00 12 D _ L 6x10 \\ 8x8 = O'R =.7.. '=*G _• H J M 6x10 // N i AB � AC ° + N AD � . L v- B T 5 R Q P 4x6 = 4x12= 5x14 MT2OHS = 4x12 = 4x6 = I 5-5-6I 11-11-14 5-5-6 6-6-8 1 6-5-2 I 24-10-2 1 31-4-10 36-10-0 1 Plate Offsets(X,Y)-- [B:0-0-0,0-0-2],IH:0-4-0,0-4-8),fN:0-0-0,0-0-21.[R:0-7-0,0-3-41 6-5-2 6-6-8 5-5-6 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.24 R >999 240 PLATES GRIP TCDL Lumber DOL 1.15MT20 220/195 7.0 BC 0.60 Vert(TL) -0.61 R-S >722 180 MT2OHS 165/146 BCLL 0.0 Rep Stress Inc" YES WB 0.77 Horz(TL) 0.18 N n/a n/a BCDL t0.0 Code IRC2012lfP12007 Matrix-MS Wind(LL) 0.24 R >999 360 Weight:218 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&Btr G*Except* BRACING- C-H,H-M:2x6 DF SS G TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-4-13 max.):C-M. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-8-12 oc bracing. WEBS 1 Row at midpt C-S,M-Q JOINTS 1 Brace at Jt(s):E,J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) B=1574/0-5-8,N=1574/0-5-8 Installation guide. Max Horz B=210(LC 11) Max Uplift B=-378(LC 12),N=-378(LC 12) Max Gray B=1636(LC 2),N=1636(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2517/1197,C-D=-406/101,C-E=-3559/2526,E-G=-3559/2526,G-H=-3559/2526, H-I=3559/2526,I-J=-3559/2526,J-M=-3559/2526,L-M=-406/101,M-N=-2517/1197 BOT CHORD B-T=-880/2048,S-T=-884/2044,R-S=-2033/3995,Q-R=2033/3995,P-Q=-884/2044, N-P=-880/2048 WEBS C-S=-1301/1746,G-S=-506/709,H-S=-737/145,H-Q=-737/144,1-Q=-506/709, M-Q=-1301/1746,D-E=-336/666,J-L=-336/666 NOTES- 1)Unbalanced roof live loads have been considered for this design. ,`�Q`�D PRQFF�, 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=37ft; ��5 ANG21::::. s/� eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for4014.!• :9. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat 9 �� roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. 12_ OREGON ,f4t 7)All plates are 2x4 MT20 unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /0 1}' 14,2°1 P4 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 ,t I will fit between the bottom chord and any other members. MFR(�(L� 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 ofwithstanding 378 lb uplift at joint B and 378 lb uplift at joint N. EXPIRES: 12/31/2017 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. May 3,2017 t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. �� 1 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 �f 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 Mac** fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP22314.1rty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159374 171075 B05 CALIFORNIA GIRDER 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:30 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-1 gBvAc8LeBG20pRtdrbxSQd WtafAgO5j_FUb5YzKF HR _ 1-0-9 5-5-6 5-10r3 9-6-13 11-11-14 18-5-0 24-10-2 27-3-3 30-11-13 314110 36-10-0 37-10-9 �1-0-0 5-5-6 0--13 3-8-10 1 2-5-1 6-5-2 I 6-5-2 2-5-1 I 3-8-10 0-4-i 3 5-5-6 1-0- Scale=1:65.4 5x6 i 5x6 G' AGS J AId AI AJC L Ali 0 AL 8.00 12 D Q 6x10 \\ 8x8 = 6x10 // (.' C _ F K M P R S "' I{ E= * N& th N$ 0 15- tiN A r B Vii° CAI 9 T 11 Z Y x w V 4x12= 5x14 MT2OHS = 4x12 = 4x6= 4x6 I 5-5-6 I 11-11-14 I 18-5-0 I 24-10-2 I 31-4-10 I 36-10-0 I 5-5-6 6-6-8 6-5-2 6-5-2 6-6-8 5-5-6 Plate Offsets(X,Y)-- jB:0-0-0,0-0-21,[C:0-3-5,0-3-01,[G:0-2-5,0-2-81.IK:0-4-0,0-4-8],[0:0-2-5,0-2-81.[S:0-3-5,0-3-0],[T:0-0-0.0-0-21.[X:0-7-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.17 X >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.38 X-Y >999 180 MT2OHS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 T n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.16 X >999 360 Weight:266 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, C-K,K-S:2x6 DF SS G except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(4-7-15 max.):C-S,G-O. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. OTHERS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):F,K,P,M,E,R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1819/0-5-8,T=1819/0-5-8 Max Horz B=238(LC 11) Max Uplift B=-619(LC 12),T=-619(LC 12) Max Gray B=1925(LC 2),T=1925(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-3051/1147,C-D=-1966/771,D-G=-1908/888,C-E=-1016/516,E-F=-1016/516, F-H=-1016/516,H-1=-1016/516,I-K=-1016/516,K-M=-1016/516,M-N=-1016/516, N-P=-1016/516,P-R=-1016/516,R-S=-1016/516,O-Q=-1908/888,Q-S=-1966/771, S-T=-3051/1147,G-J=-1541/789,J-L=-1535/785,L-0=-1541/789 BOT CHORD B-Z=-836/2499,Y-Z=-839/2495,X-Y=-1142/2945,W-X=-1142/2945,V-W=-839/2495, T-V=-836/2499 WEBS F-Y=-153/460,K-Y=-754/674,K-W=-754/663,P-W=-162/460,G-H=-358/756,N-0=-358/756, Q P R�F I-J=-519/453,L-M=-519/453 `�„E ess NOTES- �C?�Gj �NGIN�F9 /�2 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45f1;L=37ft; Q :9200PE 9� eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr--25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 Q 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs -y OREGON 4C/ non-concurrent with other live loads. L- '� OAR ' 5)Provide adequate drainage to prevent water ponding. Q )' 14,2 P+ 6)All plates are MT20 plates unless otherwise indicated. ,f- Q� 7)All plates are 2x4 MT20 unless otherwise indicated. MFR R I O- 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. EXPIRES: 12/31/2017 10)A plate rating reduction of 20%has been applied for the green lumber members. May 3,2017 Lontimted on Dam.2 r 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 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 H&H Homes 171075 B05 CALIFORNIA GIRDER 1 1 K3159374 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:30 2017 Page 2 _NOTES- ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-1 gBvAcBLeBG20pRtdrbxSQd WtafAg05j_FUb5YzKFHR 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 619 lb uplift at joint B and 619 lb uplift at joint T. 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)180 lb down and 216 lb up at 13-10-14,161 lb down and 166 lb up at 16-0-0,243 lb down and 296 lb up at 18-0-0,243 lb down and 296 lb up at 18-10-0,and 161 lb down and 166 lb up at 20-10-0,and 180 lb down and 216 lb up at 22-11-2 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:A-C=-56,C-G=-56,O-S=-56,S-U=-56,AA-AD=-20,G-0=-56 Concentrated Loads(Ib) Vert:AG=-177 AH=-56 AI=-139 AJ=-139 AK=-56 AL=-177 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit it 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ® 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 B06 California Girder 1 K3159375 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:33 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-SPt2oeAEx6edFHASJz8e42F?1oe91 OR9gDjFitzKFHO Al 5-2-1 1 9-11-1 14-8-7 15r1rr4 18-5-0 21-8-12 2271(9 26-10-15 I 31-7-15 1 36-10-0 1 5-2-1 4-9-0 4-9-6 0-4-i3 3-3-12 3-3-12 0-4-13 4-9-6 4-9-0 5-2-1 NAILED Scale=1:82.8 6x8\\ NAILED 2x4 II 6x8 // D WAX Y ,,AA AB �� nn nn �,� 8.00112- 6.10 - 6x10 C G r� 1 4.68.0: x6 i n d 1*„.. 4x6 ,,N. B d ¢1 „� nn ire 11111. g ` O p n I} ACR Q P O N M K �• d 7x14 MT2OHS - L J LUS24 3x10 I I 3x6 I I 4x6 = 8x8= 4x6= 3x6 II 3x10 7x14 MT2OHS O LUS24 10x14 = 10x14 = HHUS28-2 I 5-2-1 17-3-10 1 9-11-1 1 14-8-7 1 18-5-0 1 22-1-9 1 26-10-15 1 29-6-6 131-7-151 36-10-0 1 5-2-1 2-1-9 2-7-7 4-9-6 3-8-9 3-8-9 4-9-6 2-7-7 2-1-9 5-2-1 Plate Offsets(X,Y)— [A:0-4-13,Edgel,MC:0-4-10,0-3-01,[G:0-4-10,0-3-01,[I:0-4-13,Edgel.1K:0-7-0,0-5-121,(N:0-4-0,0-6-01,[Q:0-7-0,0-5-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.61 Vert LL) -0.17 P-Q >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.38 P-Q >999 180 MT2OHS 165/146 BCLL 0.0 Rep Stress Inc( NO WB 0.67 Horz(TL) 0.10 I n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.13 P-Q >999 360 Weight:622 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G`Except` TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins,except D-F:2x6 DF SS G 2-0-0 oc purlins(6-0-0 max.):D-F. BOT CHORD 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G*Except* WEBS 1 Row at midpt C-O C-P,G-L,C-Q,G-K:2x4 DF No.1&Btr G WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (lb/size) A=7090/0-5-8,1=2659/0-5-8 Max Horz A=-238(LC 29) Max Uplift A=-1795(LC 10),1=-731(LC 10) Max Gray A=7590(LC 2),1=2839(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-11942/2776,B-C=-10641/2559,C-D=-5128/1507,D-E=-3974/1303,E-F=-3974/1303, F-G=-4157/1309,G-H=-4679/1343,H-1=-4920/1316 BOT CHORD A-R=-2240/9903,Q-R=-2240/9903,P-Q=-1514/6664,O-P=-1514/6664,N-0=-980/4218, M-N=-820/3435,L-M=-913/3714,K-L=-913/3714,J-K=-1022/4036,1-J=1022/4036 WEBS C-P=-108/825,C-0=-4055/886,D-0=-609/3027,D-N=-845/125,E-N=-496/509, F-N=-555/1695,F-M=-116/487,G-M=-560/219,B-R=-450/2173,C-Q=-1178/5695, B-Q=-2069/532,G-K=-97/336,H-K=-397/148 NOTES- C,` P R OFFS 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: �\C, �tJGI NE9 0/O Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. 2 Bottom chords connected as follows:2x8-2 rows staggered at 0-2-0 oc. �� Webs connected as follows:2x4-1 row at 0-9-0 oc. 89200 P E �� 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)Unbalanced roof live loads have been considered for this design. • 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=37ft; No Q eave=5ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 -.P.G OREGON /44/5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat / '� roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 O q y 14,2, P+ 6)Provide adequate drainage to prevent water ponding. MFR R 10, Qj 7)All plates are MT20 plates unless otherwise indicated. 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. EXPIRES: 12/31/2017 10)A plate rating reduction of 20%has been applied for the green lumber members. May 3,2017 itontimted nn nane 2 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7471 rev.10/03/2015 BEFORE USE. --, mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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 r is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mi lekp fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona,o g ACircle2 CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 B06 California Girder 1 K3159375 Trus-Way,Inc., Vancouver,WA 98668 ` Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:33 2017 Page 2 NOTES- ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-SPt2oeAEx6edFHASJz8e42F?Ioe910R9gDjFitzKFHO 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1795 Ib upliftat jointm A and 731 lb uplift at joint I. 12) Graphical purlin representation does not depict the size or the orientation olf the purlin along the top and/or bottochord. 13) Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-10-8 from the left end to 4-10-8 to connect truss(es)to back face of bottom chord. 14) Use Simpson Strong-Tie HHUS28-2(22-16d Girder,8-16d Truss)or equivalent at 7-3-10 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. 16)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 17) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)125 lb down and 157 lb up at 15-1-15,168 lb down and 271 lb up at 18-0-0,and 168 lb down and 271 lb up at 18-10-0,and 125 lb down and 157 lb up at 21-8-1 on top chord,and 803 lb down and 267 lb up at 1-0-0 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(pit) Vert:A-D=-56,D-F=-56,F-l=-56,A-I=-20 Concentrated Loads(Ib) Vert:R=-678(B)Q=-4320(B)T=-803 W=-104 Y=-139 Z=-139 AB=-104 AC=-678(B) 1 e WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7471 rev.10/03/2015 BEFORE USE. _... hut 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P 250ona, Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 111075 CO1 California 1 1 K3159376 Job Reference(optional) Trus Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:34 2017 Page 1 I D:zLeYFjRjMpSHWysoaA2HM WzKX80-wbRQO_BsiQmUtRleshgtcGn5FC46mv6JutSpEKzKFH N - I 7-6-3 7-11 0 13-10-1 11-5-7 21-8-13 ?2-10-� 29-4-13 7-6-3 0-4 r-13 5-11-1 0-7-B 7-3-6 1-1-12 6-6-4 6x8\\ Scale=1:60.6 5x6' B, C 8.0012 = � .: � — ‘, 4x6 i04••••••07A N 3x6'� orsl c', t. 0 6 1 0, E 114 H Q G . 2x4 II F 3x4= 6x8= 2x4 H 3x4 = 7-6-3 I I 14-5-7 I 22-10-9 I 29-4-13 7-6-3 6-11-3 8-5-2 6-6-4 Plate Offsets(X,Y)-- (A:0-3-0,0-1-12],1G:0-2-12,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.95 Vert(LL) 0.08 (F-G >999 240 MT20 220!195 Snow(PflPg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.24 F-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.01 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.01 G-H >999 360 Weight:174 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 5-7-1 oc purlins, B-C:2x6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-C. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt B-H,B-G,C-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) E=282/0-5-8,1=933/Mechanical,F=1102/0-3-8 Max Horz 1=179(LC 11) Max Uplift E=-42(LC 12),1=-208(LC 12),F=-198(LC 12) Max Gray E=317(LC 26),1=1001(LC 2),F=1205(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-772/294,B-C=-565/351,C-D=-838/312,D-E=-255/52,A-I=-933/352 BOT CHORD G-H=-15/625 WEBS D-G=0/501,A-H=-143/637,D-F=-1034/417 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=29ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 p PR Q 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat '`" F`rss roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 ��5 �NG�NEER /0 4)Provide adequate drainage to prevent water ponding. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4r.445;::::.: $9200 P E �c 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 ti •- will fit between the bottom chord and any other members,with BCDL=10.Opsf. 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. _. 11104ip ips 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 42 lb uplift at joint E,208 lb uplift at joint -yG/ �OREGON C. �:R.... 4j I and 198 lb uplift at joint F. 1 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 2 Y i 4 2Q *- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)106 lb down and 152 lb up at �►I Q` 7-11-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. M&.R R 10- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASES) Standard EXPIRES: 12/31/2017 ipnntinueri nn name 2 May 3,2017 I WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. M� 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 Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 C01 California 1 1 K3159376 Job Reference(optional) Trus Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:34 2017 Page 2 ID:zLeYFjRjMPSHWYsoaA2HM WzKX80-wbRQO_BsiQmUtRleshgtcGn5FC46mv6JutSpEKzKFHN LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-B=-56,B-C=-56,C-E=-56,I-J=-20 Concentrated Loads(Ib) Vert:M=-106(B) 1 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10Po3/2015 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Not MiTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P Coo Circle Coronna,a,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159377 171075 CO2 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:36 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-s_YARgC6D 10B6kv0_5iLhhtbc?meEhjbMBxvJCzKFHL 21-6-3 1-7-10211-� 5-11-0 1 8-5 10 1 14-5-13 7-2-13 17x813 20-0.2 121-4 6 11 241-15 �5 7-15 1 31-0-13 1-7-10 3-9-7 2-6-10 6-0-3 2-9-0 0-5- 2-4-0 1-4-4 2-7-12 1-6-0 5-4-14 0-5-15 0-1-13 4x6 = Scale=1:67.7 4x6 �� 2x4 4x6 /lig 8.00 12 C F J 5x8 // 5x8\\ i i i „�. 6x6 = J 3x6 i B ��• \ 1 `. ,; • 2x4 II 3x6 L 1 6 N 16 ikliL. M r T S X R Y Q Z P 0 N 3x6 II3x4 = 5x8 = 5x6 = 3x4 = 2x4 II 3x4= 4x6 = 1-7-10 6-5-10 14-5-13 116-0-3 20-0-2 21-6-3 p2 10.9 25-7-15 31-0-13 1-7-10 6-10-0 6-0-3 1-6-6 1 4-0-0 1-6-0 11-4-6 f 2-9-6 5-4-14 Plate Offsets(X,Y)— IC:0-2-4,0-2-01,[K:0-3-9,Edael.IQ:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 Q-R >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.12 R-S >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.01 0 n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 R >999 360 Weight:229 lb FT=20% 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, BOT CHORD 2x4 DF No.1&Btr G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-E,E-H,J-K WEBS 2x4 DF Stud/Std G C-H. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:N-O,M-N. WEBS 1 Row at midpt E-Q JOINTS 1 Brace at Jt(s):E,D MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) M=204/Mechanical,T=831/Mechanical,0=1351/0-3-8 Max Horz T=183(LC 11) Max Uplift M=-15(LC 35),T=-159(LC 12),0=238(LC 12) Max Gray M=290(LC 26),T=909(LC 2),0=1495(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-268/73,B-D=-674/361,D-E=-674/361,E-G=-597/361,G-H=-477/286,H-1=-504/271, I-J=-643/278,K-L=-26/310,A-T=-935/244 BOT CHORD R-S=-104/386,Q-R=-30/849,P-Q=0/279 WEBS B-S=693/307,B-R=-218/708,E-R=-335/228,A-S=-239/844,I-Q=-80/274,E-Q=-481/206, J-P=-756/274,J-Q=-2/350,K-P=-215/840,K-0=-1190/291,L-0=-374/191,F-G=-325/193 ���ED P R°FeSs NOTES- �NGINE ,4 /Q2 1)Unbalanced roof live loads have been considered for this design. �� 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=31ft; GV -v eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for $9200PE members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)Provide adequate drainage to prevent water ponding. �`411lisg. jt 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -7OREGON 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 /- 4, �tx A, ,q will fit between the bottom chord and any other members,with BCDL=10.0psf. Q 1 4,2OP i } 7)A plate rating reduction of 20%has been applied for the green lumber members. V,f Ic v 8)Refer to girder(s)for truss to truss connections. R R I� �' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 15 lb uplift at joint M,159 lb uplift at joint T and 238 lb uplift at joint 0. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 May 3,2017 Continued on Daae 2 t IM VIM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. mil 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 H&H Homes 1-71075 CO2 California 1 i K3159377 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:36 2017 Page 2 NOTES- ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-s_YARgC6D10B6kv0 5iLhhtbc?meEhjbMBxvJCzKFHL 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)162 lb down and 168 lb up at 5-11-9,and 106 lb down and 60 lb up at 21-3-1 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:A-B=-56,B-C=-56,H-1=-56,I-J=-56,J-K=-56,K-M=-56,T-U=-20,C-H=-56 Concentrated Loads(Ib) Vert:K=-31 AA=-18 I I 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 propedy 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 Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVAP223314.irty Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159378 471075 CO3 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:38 2017 Page 1 I D:zLeY Fj Rj Mp S H W YSo5A2 H M WzKX80-o Mgx5L E MIfGvM22 P5 W kpn6yt3pS4igJ up VQON5zKFH J 21-6-3 1-7-10211-� 8-5-10 I 14-5-13 17-2-13 17x813 20.0.2 21-4E i 241-15 25-7-15 31-0-13 1-7-10 6-4-1 6-0-3 2-9-0 0-5- 2-4-0 1-0-0 2-7-12 1-6-0 5-4-14 0-5-15 0-1-13 4x6= Scale=1:67.1 E W NAILED 8.00 12 G 6x6 = Special c 5x8 \\/ 5x6:73 `5x8 // 3x6 B • _ _ + M /" 1 , d) r' 3x6 I cne I hi J� AA Q P Y O Z N M L K 3x63x4 = 5x8= 4x6= 3x4 = 2x4 I I 3x4 = 4x6 = 1 7 10 8-5-10 14-5-13 116-0-3 20-0-2 121-6-3 22-10-91 25-7-15 31-0-13 11-7-10 6-10-0 6-0-3 1-6-6 I 4-0-0 1-6-0�1-4-6 2-9-6 I 5-4-14 Plate Offsets(X,Y)- [N:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.04 N-O >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.13 0-P >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.63 Horz(TL) 0.02 L n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.03 0 >999 360 Weight:213 lb FT=20% 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 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-D,F-H. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:K-L,J-K. WEBS 1 Row at midpt D-N,H-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) J=180/Mechanical,Q=944/Mechanical,L=1628/0-3-8 Max Horz Q=221(LC 11) Max Uplift J=-11(LC 35),Q=-234(LC 12),L=-368(LC 12) Max Gray J=262(LC 26),Q=944(LC 1),L=1628(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-263/91,B-D=-812/584,D-E=-670/475,E-F=-655/478,F-H=-299/416,H-1=-142/349, A-Q=-969/473 BOT CHORD 0-P=-138/439,N-0=-153/935,M-N=-18/337 WEBS B-P=-795/706,B-0=-192/733,D-0=-357/210,A-P=-649/937,E-N=-312/317,D-N=-548/408, F-M=-864/536,F-N=-3/360,H-M=-474/972,H-L=-1377/680,I-L=-371/146 NOTES- (0 ..D P A OFk-s 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; C'S� N GI N cS'j eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for � !GIN - . Ci2 members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 44 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Q 89200PE �r roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)Provide adequate drainage to prevent water ponding. -411,, ,dip''.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,with BCDL=10.Opsf. A_OREGON 7)A plate rating reduction of 20%has been applied for the green lumber members. �Z- "��y 20�Cs 1,/ 8)Refer to girder(s)for truss to truss connections. Q 14, Q' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint J,234 lb uplift at joint A. R R I Q and 368 lb uplift at joint L. M �-\- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)334 lb down and 107 lb up at EXPIRES: 12/31/2017 4-0-1 on top chord. The design/selection of such connection device(s)is the responsibility of others. May3,2017 13) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). f.nntimterl nn oanP 2 r 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 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 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 H&H Homes 471075 CO3 California 1 1 K3159378 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:38 2017 Page 2 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-oMgxsLEMIfGVM22P5Wkpn6yt3pS4igJupVQGNSzKFHJ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-B=-56,B-C=-56,B-D=-56,D-E=-56,E-W=-56,F-W=-97,F-H=-97,G-H=-97,H-J=-56,Q-R=-20 4 / 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 is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the M iTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona,250 Circle CA 92880 Job Truss Truss Type Qty Ply H&H Homes 1-71075 C04 California 1 1 W Job Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 Reference(notional) 2017 MiTek Industries,Inc. Wed May 3 09:39:40 2017 PageK3159379 1 ID:zLeYFjRIMpSHWYsoaA2HMWzK.X80-IIohG1 FdHGWdbMCoDxmHsX1 CAC8YAZdBHpv7SzzKFHH 21-6-3 I 1-7-102x1-� 8-570 14-5-13 17-2-13 17x8113 20.0-2 121-4£if 24-1-15 125-7-15 31-0-13 i-7-10 64-1 6-0-3 2-9-0 0-55 2-4-0 1-4-4 2-7-12 1-6-0 2x4 II 0-1-13 5-4-14 0-5-15 4x6= Scale=1:67.1 0 F 0 8.00 12 // 11111111 ,11 Ilsitiihh...11 16,. 5x8\ 5x6I :58 3x6-:- B Alire d eta d 3x6 J c5 r. 1 N ti ,�n ai. - _ ._ K 1¢ R Q X P Y O Z N M L 34 II 3x4 = 5x8= 5x6= 3x4 2x4 II 3x4 = 4x6 = 1-7-10 8-5-10 14-5-13 116-0-3 20.0.2 21-6-3 y2 10.9 25-7-15 31-0-13 11-7-10 6-10-0 6-0-3 1-6-6 4-0-0 11-6-0 I1-4-6 I 2-9-6 1 5-4-14 Plate Offsets(X,Y)-- (B:0-3-9,Edgel,(0:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. 1/deft Ud PLATES GRIP TCLL(roof) 25.0 in (loc) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.04 0-P >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.13 P-Q >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 M n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.03 0 >999 360 Weight:215 lb FT=20% 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 except end verticals,and 2-0-0 oc purlins(6-0-0 max.):B-C,E-H, WEBS 2x4 DF Stud/Std G H-I. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:L-M,K-L. WEBS 1 Row at midpt C-O,I-M JOINTS 1 Brace at Jt(s):H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) K=176/Mechanical,R=870/Mechanical,M=1535/0-3-8 Max Horz R=-221(LC 12) Max Uplift K=-10(LC 35),R=-187(LC 12),M=-377(LC 12) Max Gray K=258(LC 26),R=943(LC 2),M=1617(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-270/89,B-C=-834/344,C-D=-703/369,D-E=-632/378,E-H=-694/449,H-i=-327/354, I-J=-77/363,A-R=-961/284 BOT CHORD Q-R=-198/299,P-Q=-116/398,O-P=-57/923,N-0=-120/301 WEBS B-Q=-730/326,B-P=-304/772,C-P=-390/285,A-Q=-258/883,D-0=-120/289,C-0=-533/191, H-N=-968/522,H-0=0/393,I-N=-464/1053,I-M=-1334/420,J-M=-354/179 EQ PROF NOTES- 5��� GINE �`S�/ 1)Unbalanced roof live loads have been considered for this design. �� �N FR 02 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=31ft; GV -� eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for Q i 9200PE v members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 4)Provide adequate drainage to prevent water ponding. Iiii - ' 0 Cr 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -37 OREGON 4/ 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 L 47Np A., will fit between the bottom chord and any other members,with BCDL=10.Opsf. /O -<4' 142° —V 7)A plate rating reduction of 20%has been applied for the green lumber members. Q' M 8)Refer to girder(s)for truss to truss connections. FR R 11 �' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint K,187 lb uplift at joint R and 377 lb uplift at joint M. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 May 3,2017 Continued onaoe 2 a t A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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,058-89 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 H&H Homes K3159379 *71075 C04 California 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:40 2017 Page 2 ID:zLeYFjRjMpSH WYsoaA2HM WzKX8O-IIohG 1 FdHG WdbMCoDxmHsX1 CAc8YAZdBHpv7SzzKFHH _NOTES- 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)151 lb down and 117 lb up at 1-9-6,and 289 lb down and 356 lb up at 17-2-13 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:A-B=-56,B-C=-56,C-D=-56,D-W=-56,E-W=-97,F-G=-97,G-1=-56,I-K=-56,R-S=-20 Concentrated Loads(Ib) Vert:B=-8 W=-175 t r 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/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 H&H Homes K3159380 171075 DO1 California Girder 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:42 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-h8wRhjHtptnLrfMAKMpIxy7ayQjPeZAUk7OEWszKFHF • -1-0-0 2-5-8 5-6-15 5-10 3 8-6-0 11-1-13 11-51 14-6-8 17-0-0 18-0 0 I1i I 1 1-0-0 2-5-8 3-1-7 0-3-4 2-7-13 2-7-13 0-3-4 3-1-7 2-5-8 1-0-0 Scale:30=1' 4x10 i 3x4= 4x10 `,"" E3R D S n 8.00 12 N V N M ¢i II 11 t fl fl `lin nfl fin Il 1 1 F i J I B .�T K __ U J V W X Y 1 Z H AA�`. G l�lo 6x6 NAILED NAILED 3x4= NAILED NAILED 3x4= NAILED 6x6 = _ NAILED NAILED NAILED _ 4x6 3.00 12 4x6 I 2-5-8 I 5-6-15 I 8-6-0 11-5-1 14-6-8 I 17-0-0 I 2-5-8 3-1-7 2-11-1 2-11-1 3-1-7 2-5-8 Plate Offsets(X,V)— [B:0-1-6,0-0-6],[C:0-2-4,0-2-0],[E:0-2-4,0-2-01,FF:0-1-6,0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.07 I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.21 I-J >964 180 TCDL 7.0 Rep Stress Incr NO WB 0.32 Horz(TL) 0.12 F n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.06 J >999 360 Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(4-11-9 max.):C-E. BOT CHORD Rigid ceiling directly applied or 8-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) B=1245/0-5-8,F=1245/0-5-8 Max Horz B=-102(LC 30) Max Uplift B=-413(LC 10),F=-413(LC 10) Max Gray B=1363(LC 2),F=1363(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2852/820,C-D=-1800/627,D-E=-1800/627,E-F=-2852/820 BOT CHORD B-K=-619/2348,J-K=550/1796,I-J=-670/2048,H-I=-502/1796,F-H=-587/2348 WEBS C-K=-142/714,C-J=-89/498,E-I=-91/498,E-H=-142/714,D-J=-436/249,D-I=-436/250 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat 0,,E) PR OFFS roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 °SS S 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ,,\ GI NEFi4 /O2 non-concurrent with other live loads. GI✓ 5)Provide adequate drainage to prevent water ponding. Q 89200 P E 91' 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)Bearing at joint(s)B,F considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify A_OREGON (j/ capacity of bearing surface. /� "� �� 1As 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift /Q '9 y i 4,20�Q r at joint F. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ill-RFI 10- 12) LL12)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)410 lb down and 330 lb up at 5-7-4,212 lb down and 169 lb up at 8-0-0,and 212 lb down and 169 lb up at 9-0-0,and 410 lb down and 330 lb up at 11-4-12 on EXPIRES: 12L3112017 top chord. The design/selection of such connection device(s)is the responsibility of others. May3,2� 7 14) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ',nntintieri nn vane 9 r A WARNING-Verily 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,D5B-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 H&H Homes 471075 D01 California Girder 1 1 K3159380 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:42 2017 Page 2 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-hBwRhjHtptnLrfMAKMpIxy7ayQjPeZAUk70E WszKFHF LOAD CASE(S) Standard t Uniform 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Loads(plf) Vert:A-C=56,C-E=-56,E-G=56,K-L=-20,H-K=-20,H-O=-20 Concentrated Loads(Ib) Veil:C=-337 E=-337 R=-131 S=-131 T=-37(F)U=-14(F)V=14(F)W=-14(F)X=-14(F)Y=-14(F)Z=-14(F)AA=-37(F) • =.1111111 r WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10Po3/I015 BEFORE USE. 1111 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 rt/� 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/17I1 Quality Criteria,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Coo na, Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 571075 D02 California Girder 1 1 K3159381 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:43 2017 Page 1 ID:zLeYFjRjMpSHWysoaA2HM WzKX8O-9KUpv3I VaBVCSpxNu4K_U9fkcg8CN 1 bdzn8n21zKFHE -1-0-0 I 2-5-8 I 5-6-15 5-10 3 8-6-0 11-1-13 111-511 14-6-8 16-6-8 1-0-0 2-5-8 3-1-7 0-3-4 2-7-13 I G 2-7-13 0-3-4 3-1-7 2-0-0 e Scale=1:31.0 4x10 3x4 = 4x10 8.0012 1 N h M 1111■ Y Y ■l " �9y B ' �IN , Iv �� S4 _ L K !. I^ , , I o bb 6M. 3x4= 3x4 = 6x6 = 3x4 o 4x6- 3x6 H 3.00 12 2-5-8 5-6-15 I 8-6-0 11-5-1 14-6-8 16-6-8 2-5-8 3-1-7 2-11-1 2-11-1 I 3-1-7 I 2-0-0 I Plate Offsets(X,Y)-- [B:0-1-7,0-0-61,[C:0-3-4,0-1-121,[F:0-3-4,0-1-121,[H:0-0-8,0-2-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc Welt Ud PLATES GRIP TCLL(roof) 25.0 Plate GripVert(LL)1.15 TC 0.46 -0.03 L >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.11 K-L >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(TL) 0.05 H n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.04 L >999 360 Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G except WEBS 2x4 DF Stud/Std G 2-0-0 oc purlins(6-0-0 max.):C-F. SLIDER Right 2x4 DF Stud/Std-G 1-6-0 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. JOINTS 1 Brace at Jt(s):E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) H=751/Mechanical,B=804/0-5-8 Max Horz B=129(LC 11) Max Uplift H=-204(LC 12),B=-243(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-1567/1012,C-E=-968/1015,E-F=-931/995,F-H=-1349/885 BOT CHORD B-M=-797/1275,L-M=-674/966,K-L=-835/1065,J-K=-654/929,H-J=-66811079 WEBS C-M=-156/405,C-L=-125/264,F-K=-142/287,F-J=-46/280,E-K=-237/269 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 � p P R QFC 3)roofTCLL:ASCE 7-10;Pr=25.0 psf snow:Lumber DOL=1.15 Plateflive DOLI 1.15);Category:Lumber 0L=1.15 II;Exp B;Fully Exp.;ate Ct)1.1,Lu=50-0-Aground snow);Pf=20.8 psf(flat �\''��tJGI NE`cR�'i1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs 4 -7 non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200 P E �' 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. yt- OREGON 41 10) Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O 4r/I }/ 1 4 2-°\ P-t.. Q� capacity of bearing surface. ✓/ 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 204 lb uplift at joint H and 243 lb uplift I TR R I L"- at joint B. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 May 3,2017 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 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 NNTek" 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 H&H Homes W1075 D03 California Girder 2 1 K3159382 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:44 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-d W 1 C6PI7LV134zWZSnrDONCJE WE6UsnCRtLbkzKFHD -1-0-0I 2-5-8 I 5-6-15 5-110f3 8-6-0 I 11-1-13 111-511 14-6-8 16-6-8 1-0-0 2-5-8 3-1-7 0-3-4 2-7-13 2-7-13 03 31-7 I 2-0-0 3x4 = Scale=1:38.0 D III 4x10 i rl, 4x10 8.00 12 C 0001110 AIMIIMMOIMIrM11.111, MI, IM. BillliN N N TA- > m B :1 :: .' G KillY 4. �, Ir 1 4 6x6 = 3x4 = J I H d =�o 3x4 = 4 6x6 = 3x6 I 3.00 12 3x4 1 2-5-8 I 5-6-15 I 8-6-0 I 11-5-1 I 14-6-8 i 16-6-8 1 2-5-8 3-1-7 -1 Plate Offsets(X,Y)-- fB:0-1-2,0-0-61,[C:0 2-4,0-2-0],fD:0-2-0,Edgel,EF:0-2-4,0-2-0L(G:0-0-8,0-2-15) 2-11-1 3-1-7 2-0-0 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.03 J-K >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.10 J-K >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 G n/a n/a BCDL 10,0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.02 K >999 360 Weight:93 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G JOINTS 1 Brace at Jt(s):E SLIDER Right 2x4 DF Stud/Std-G 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) G=623/Mechanical,B=683/0-5-8 Installation guide. Max Horz B=139(LC 11) Max Uplift G=-106(LC 12),B=-151(LC 12) Max Gray G=693(LC 2),B=761(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1419/353,C-E=-722/295,E-F=-684/282,F-G=-1234/355 BOT CHORD B-L=-231/1139,K-L=-149/830,J-K=-141/816,I-J=-135/792,G-1=-284/977 WEBS C-L=-93/406 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat QED P R OFF roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1,Lu=50-0-0 �� ' t5's 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs Co �NG NE". /O non-concurrent with other live loads. �� 2 5)Provide adequate drainage to prevent water ponding. Q 89200 P E "9t' 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) Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify OREGON D ., capacity of bearing surface. /Oqy 14, 4,20 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 106 lb uplift at joint G and 151 lb uplift p. at joint B. MFR R I LL 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12/31/2017 t May 3,2017 I 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 t 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,058-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes Y71075 D04 Common Girder 1 K3159383 2 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:46 2017 Page 1 ID:zLeYFjRjMpSA2HMWzKX80-Zv9yX4KOt6HnJHfyZC1hSoHHF14AaBX4f1MRfdzKFHB 4-5-9 I 8-6-0 I 12-4-7 12-4-7 I 16-6-8 4-5-9 4-0-7 3-10-7 4-2-0 4x6 II Scale=1:37.9 C :1 8.00 r12 5x6 .--> 3x6�� B D 3x4''.,•.`E F ill 111 au Ail_1I1MEMO IIIL■_.l1II 111i=111111 ,. 1 pm �t P Ql R S H T U G V 5x6 = HUS26 HUS26 HUS26 _HUS26 HUS26 HUS26 3x10 II 8x8 — 2x4 I 6x6 = HUS26 HUS26 I 4-5-9 8-6-0 I 12-4-7 16-6-8 4-5-9 4-0-7 3-10-7 4-2-0 I Plate Offsets(X,Y)— fA:0-1-1,0-0-01,fF:0-1-5,0-0-14],[F:Edge,0-3-12],fH:0-4-0,0-4-8) LOADING f) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.37 Vert(LL) 0.07 I-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Vert(TL) -0.16 I-K >999 180 BOLL 0.0 * Rep Stress Incr NO WB 1.00 Horz(TL) 0.05 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.05 G-H >999 360 Weight:185 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD 2x6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G SLIDER Right 2x4 DF Stud/Std-G 1-2-10 REACTIONS. (lb/size) A=4436/0-5-8,F=4340/Mechanical Max Horz A=-127(LC 29) Max Uplift A=-855(LC 10),F=-915(LC 10) Max Gray A=4888(LC 2),F=4683(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-6968/1253,B-C=-4391/878,C-D=-4356/876,D-F=-5762/1138 BOT CHORD A-1=999/5793,H-I=-999/5793,G-H=-884/4723,F-G=-884/4723 WEBS B-I=-391/2725,B-H=-2728/509,C-H=-867/4511,D-H=-1462/377,D-G=-296/1516 NOTES- 1)2-ply truss to be connected together with 10d(0.131'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 0-7-0 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. �� ED PR 0p. s 3)Unbalanced roof live loads have been considered for this design. Q� F 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; C- . GINEF,4 u/t) eave=oft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 � /fj TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat -Y--- 5) roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 9200 P E �' 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 ..4•oP,._ 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. 0 CC 9)Refer to girder(s)for truss to truss connections. f7L OREGON !(y 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 855 lb uplift at joint A and 915 lb uplift / '� at joint F. O -9 y 14,20 4 11) Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at MFR R 10, � 1-6-0 from the left end to 15-6-0 to connect truss(es)to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard EXPIRES: 12/31/2017 'nntinnPd nn Dane 9 May 3,2017 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. -- imii 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 Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 1'71075 D04 Common Girder 1 K3159383 Trus-Way,Inc., Vancouver,WA 98668 ` Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:46 2017 Page 2 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-Zv9yX4K0t6HnJHfyZCth5oHHF 14AaBX4fiMRfdzKFHB LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-C=-56,C-F=-56,A-L=-20 Concentrated Loads(Ib) Vert:N=-913(B)P=-1141(B)Q=-1141(B)R=-867(B)S=-867(B)T=-850(9)U=-924(6)V=-827(B) 4 e AWARN/NG-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7471 rev.10/03/2015 BEFORE USE. -- valid for use only with MD-ek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mill- Design 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,IVA 22314. 723Q1 lily Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes t71075 E01 Common Girder 1 K3159384 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:47 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-15jKkQLOeQ PexQE87vOwe?gVcRXhJgyDup6?B3zKFHA 4-11-8I 9-5-14 I 11-4-0 4-11-8 4-6-7 1-10-2 4x6 = Scale=1:41.8 C dI 3x6 '' 8.00 12 3x6 i B• A RII I 11 11 1 1 1 1_- w et J K G L M F.51 j� 4x6 = LUS24 E 2x4 H LUS24 3x10 = LUS24 2x4 II LUS24 LUS24 I 3-11-9 I4-11-8 I 7-6-0 1 9-5-14 1 11-4-0 1 3-11-9 0-11-15 2-6-8 1-11-15 1-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.14 Vert(LL) -0.02 (G)I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.05 G-I >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 E n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.02 G-I >999 360 Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.:Mat G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 DF SS G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) A=1196/0-5-8,E=857/0-5-8 Max Horz A=174(LC 10) Max Uplift A=-177(LC 10),E=-196(LC 10) Max Gray A=1402(LC 2),E=1067(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-1538/171,B-C=-430/55,C-D=-353/77,D-E=-1071/191 BOT CHORD A-G=-254/1254,F-G=-254/1254 WEBS B-G=-78/987,D-F=-136/878,B-F=-1208/261 NOTES- 1)2-ply truss to be connected together with 10d(0.131"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)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; “D PROFF eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 S' 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat SCD NG I NEF (5) roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 �G 9 2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. K"-- 144 y 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 89200 P E c' 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. Allir-4.111.51.... 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 177 lb uplift at joint A and 196 lb uplift at 4r .• joint E. Q SC 10) Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting att.OREGON !(y 1-0-0 from the left end to 9-0-0 to connect truss(es)to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. GHQ ,fly 7 4 Z���Q�� LOAD CASE(S) Standard MFR R I L� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-C=-56,C-D=-56,A-E=-20 EXPIRES: 12/31/2017 ,,nntimna tAd nn no 2 May 3,2017 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg �� 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 ANSITrPl1 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 H&H Homes 1-71075 E01 Common Girder 1 K3159384 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:47 2017 Page 2 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-15jKkQL0eQPexQE87vOwe?gVcRXhJgyDup6?B3zKFHA LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:G=-156(F)J=-362(F)K=-362(F)L=-160(F)M=-169(F) • t P 11111. A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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 114iTek" 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 H&H Homes 111075 E02 Common 3 1 K3159385 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:49 2017 Page 1 ID:zLeYFjRjMpS 9-5-14 A2HMWzKX80_-0-7 1 .GA1fLAkOWFKROjQvgMFAvniwWLjb5GyzKFH8 -1-0-0 1 4-11-8 1 9-5-14 I 11-0-7 111-4(0 1-0-0 4-11-8 4-6-7 1-6-9 0-3-9 44 = Scale=1:39.8 D E 8.00 12 2x4'� j C • B _ J All � r MI MI G F 3x6= 3x10= 2x4 I I I 4-11-8 I 9-5-14 1 11-4-0 1 4-11-8 4-6-7 1-10-2 Plate Offsets(X,Y)-- 1B:0-1-13.0-1-81 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.09 G-J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.29 G-J >468 180 BCLL 0.0 Rep Stress lncr YES WB 0.19 Horz(TL) 0.01 F n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 G-J >999 360 Weight:67 lb FT=20% 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 except end verticals. WEBS 2x4 DF Stud/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 REACTIONS. (lb/size) B=497/0-5-8,F=404/0-5-8 Installation guide. Max Horz B=208(LC 12) Max Uplift B=-73(LC 12),F=-115(LC 12) Max Gray B=554(LC 2),F=450(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-515/112,E-F=-503/159 BOT CHORD B-G=-244/382 WEBS E-G=-96/388,C-G=-331/262 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat ��61 0 PR OFFS roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 s 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs r.„ 0 I NE�9 /0 non-concurrent with other live loads. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 89200 P E �c' 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 73 lb uplift at joint B and 115 lb uplift at �Q �� joint F. -7/.... „if OREGON Ix , , /O '9y 14,20\ �' MFR R 11-\- e. EXPIRES: 12/31/2017 t May 3,2017 R WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ...- mit Design valid for use only with 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 is k` fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Com onent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 p or CKlug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159386 131075 E03 GABLE 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:50 2017 Page 1 ID:zLeYFjRjMpSH WYsoaA2HM WzKX80-SgPTNSNuwLnCouzjo2ydGeS?Se W8 WCAfaNKfoOzKFH7 1-1-0-0 1 4-11-8 9-5-14 I 11-0-7 11410 1-0-0 4-11-8 4-6-7 1-6-9 0-3-9 4x6 = Scale=1:39.7 0 ...e... RS 3x6 III Ee`48.00 12 C 40. Allik % o Ball =611411 " 1111 PI 16 es cAl 10,111. MI G F 3x6 = 3x10= 1 4-11-8 1 9-5-14 1 11-4-0 1 4-11-8 4-6-7 1-10-2 Plate Offsets(X,Y)-- [8:0-1-13.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.09 (G-T >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 P TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.29 G-T >468 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wnd(LL) 0.01 G-T >999 360 Weight:87 lb FT=20% 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 except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) B=497/0-5-8,F=404/0-5-8 Max Horz B=208(LC 12) Max Uplift B=-73(LC 12),F=-115(LC 12) Max Gray B=554(LC 2),F=450(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-515/112,E-F=-503/159 BOT CHORD B-G=-244/382 WEBS E-G=-96/388,C-G=-331/262 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.Il;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Q,..D PR OFF Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �C. r.S' 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat �`�� �NG�NEFR s/ roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 �� 2"9 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �' 89200 P E r 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. Q . 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 wideyG/ OREGON �GIt (y 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. '9Y Q\ 11) Prot Fe mechanical connection(by others)of truss to bearing plate capable of withstanding 73 lb uplift at joint B and 115 lb uplift at � Ag y 4'2 e)v'- FRRIL\- EXPIRES: 12/31/2017 May 3,2017 4 4 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 budding 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 I-I&H Homes 1-71075 F01 Common Supported Gable 1 1 K3159387 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:51 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM1-4-0 -wsyrao0Whev3Q2YvMITsor_Cj2xNFhspp04CLrzKFH6 -1-0-0 5-8-0 1-0-0 I 5-6-0 I 1b 8 0 I 12-4-0 I 1-0-0 3x4 = Scale=1:27.1 F E U G 8.0012 D 1 H C n 4,d4llIliIiIIIWiri&.. Jrr r a 3x4= R Q P O N M L 3x4 = 3x4 = 11-4-0 11-4-0 Plate Offsets(X,Y)- FF:0-2-0,Edgel LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (roc) I/defl L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 J n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 K n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 J n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-P Weight 57 lb FT=20% 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 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. All bearings 11-4-0. Installation guide. (Ib)- Max Horz B=103(LC 11) Max Uplift All uplift 100 lb or less at joint(s)F,J,P,Q,R,N,M,L,B Max Gray All reactions 250 lb or less at joint(s)F,J,P,Q,R,N,M,L,B FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=2ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ����(J P R-,en non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. NGj �tJG I NEF ,5> 7)Gable requires continuous bottom chord bearing. �C...? R 2 8)Gable studs spaced at 1-4-0 oc. 89200PE 17 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.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. /,/• 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)F,J,P.Q,R,N, M,L,B. y OREGON !v 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)B. L/Q��Y 14,,L°'`� �� ' R R 10_ 6P EXPIRES: 12/31/2017 t May 3,2017 r WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. int 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,DSB-89 and BCSI BuildingComponent Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Cor na g Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 G01 Common Supported Gable 1 1 K3159388 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:53 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM5-0-0 -sF4b?UPnDG9nfLilUAVKtGe-o-o jbE6GKZJpjzKFH4 1-1-0-0 I 7-6-00 15-0-0 116-0-0 I 1-0-0 7-6-0 1_0_0 3x4 = Scale=1:34.8 G F 1111 H 8.001111 r CJ IR e J Y Y 1�1 Y Y � M Pq� yam ! W �-���R►�W♦@�����►�����aW,Ei ld 3x4= V U T S R Q P 0 N 3x4 = 3x4 = I 15-0-0 I 15-0-0 Plate Offsets(X,Y)-- [G:0-2-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc Udefl Lid PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.07 Vert LL 0.00 L n/r 120 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 M n/r 90 BCLTCDL L 0.0 7.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 L n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-S Weight:83 lb FT=20% 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 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-0-0. (Ib)- Max Horz B=-131(LC 10) Max Uplift All uplift 100 lb or less at joint(s)G,L,S,T,U,V,Q,P,0,N,B Max Gray All reactions 250 lb or less at joint(s)G,L,S,T,U,V,Q,P,0,N,B FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=2ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �1�ED PR OFFS non-concurrent with other live loads. � ' ANG I N EF9 `rip 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 2 8)Gable studs spaced at 1-4-0 oc. 89200 P E �r 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. 'An 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)G,L,S,T,U,V, 0 Q Q,P,0,N,B. y OREGON t� L. -y147- 1),\''',Z.4/ RRiLv. EXPIRES: 12/31/2017 May 3,2017 I I A WARNING-Verily 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 budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire 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 AN51/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 1 Job Truss Truss Type Qty Ply H&H Homes 171075 G02 Common Girder 1 K3159389 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:55 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-oeCMQ9R1ItPVufrgbbYozh9oEf81 BMYOke2QUczKFH2 - I 3-11-9 7-6-0 11-0-7 15-0-0 16-0-0 3-11-9 3-6-7 3-6-7 3-11-9 1-0-0 5x6 I I Scale=1:34.0 C■■ 8.00 12 5x6 -i 5x6 B D E Nom Allin cal i AS Twill Ilium Ii1_�aimmil o F Ft OM o �/ N 0 I P Q H R G M 5x8 = HUS26 HHUS26-2 5x8 = HUS26 3x10 II HUS26 8x10= 3x10H HUS26 I 3-11-9 I7-6-0 11-0-7 I 15-0-0 I 3-11-9 3-6-7 3-6-7 3-11-9 Plate Offsets(X,Y)- fA:0-0-13,Edge],rE:0-0-13,Edae],[H:0-5-0.0-5-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/deft Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.08 G-H >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.68 Vert(TL) -0.19 G-H >952 180 BCLL 0.0 * Rep Stress InaNO WB 0.63 Horz(TL) 0.06 E n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.07 G-H >999 360 Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD 2x6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G*Except* C-H:2x4 DF No.1&Btr G REACTIONS. (Ib/size) A=5614/0-5-8,E=3504/0-5-8 Max Horz A=-127(LC 30) Max Uplift A=-1639(LC 10),E=-1099(LC 10) Max Gray A=6013(LC 2),E=3863(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-8379/2303,B-C=-5747/1658,C-D=-5723/1654,D-E=-6820/1940 BOT CHORD A-I=-1838/6971,H-I=-1838/6971,G-H=-1520/5616,E-G=-1520/5616 WEBS C-H=-1738/6051,D-H=-1104/384,D-G=-309/1070,B-H=-2786/778,B-1=-712/2834 NOTES- 1)2-ply truss to be connected together with 10d(0.131"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 0-3-0 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. ��, �p P R dFes 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; �Gj �<JGINE1-. s// eave=4ft;Cat.ll;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 r,,<.0 ? 2 5)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 89200PE -K.. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 'or CC' will fit between the bottom chord and any other members. ,f_OREGON .L 9)A plate rating reduction of 20%has been applied for the green lumber members. �L/Q `�--4 1 4 2°�PT'`� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) A=1639,E=1099. MFR R I V-\-- 11) Use Simpson Strong-Tie HUS26(14-1Od Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-0-0 from the left end to 7-0-0 to connect truss(es)to back face of bottom chord. 12) Use Simpson Strong-Tie HHUS26-2(14-16d Girder,6-16d Truss,Single Ply Girder)or equivalent at 8-11-2 from the left end to connect truss(es)to back face of bottom chord. EXPIRES: 12/31/2017 c1a3))tFFiyll all pnail holes where hanger is in contact with lumber. May 3,2017 q 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 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 H&H Homes K3159389 171075 002 Common Girder 1 2 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 S Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:55 2017 Page 2 ID:zLeYFjR(MpSHWYsoaA2HMWzKX8O-oeCMQ9R1ltPVufrgbbYozh9oEf81 BMYOke2QUczKFH2 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:A-C=-56,C-F=-56,A-E=-20 Concentrated Loads(Ib) Vert:N=-1501(B)0=-1287(B)P=-1461(B)Q=-1207(B)R=-2473(B) �+ 1 I 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 MiTek' 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 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 H&H Homes 171075 H01 Common Supported Gable 1 1 K3159390 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:57 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-IOK6rrSHHUgD8z?3jOaG26EDET_IfOUhByXXYUzKFHO f1-0-01 11-10-0 23-8-0 24-8-01 1-0-0 11-10-0 I 11-10-0 1-0-0 3x6 = Scale=1:53.1 K L J its M 8.00 12 H N G F IIIIIIP E4II1iILIi1LIii[ILTu ,iiiR 3x6= AL AK AJ Al AH AG AF AE AD AC AB AA Z V X W V 3x6 3x6 = I 23-8-0 I 23-8-0 Plate Offsets(X,Y)-- [B:0-3-8,0-1-81,fK:0-3-0,0-0-13],[T:0-3-8.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip Vert(LL)1.15 TC 0.07 Vert LL) -0.00 U n/r 120 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 U n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 T n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-S Weight:167 lb FT=20% 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. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-8-0. (Ib)- Max Horz B=-198(LC 10) Max Uplift All uplift 100 lb or less at joint(s)B,AF,AG,AH,Al,AJ,AK,AL,AB,AA,Z,Y,X,W,V,T Max Gray All reactions 250 lb or less at joint(s)B,AE,AF,AG,AH,Al,AJ,AK,AL,AC,AB,AA,Z,Y,X,W,V, T FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=2ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 ��� p PR pF�s 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. �\GQ �<JG[N EFR cS'/O 6)All plates are 2x4 MT20 unless otherwise indicated. 2 7)Gable requires continuous bottom chord bearing. 4-"' :9200P E 17A---- 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.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. a i • 11)A plate rating reduction of 20%has been applied for the green lumber members. �Q 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)B,AF,AG,AH, A_OREGON L/ AI,AJ,AK,AL,AB,AA,Z,Y,X,W,V,T. Gj6'�'1y 14 20�P4 FRRII-L EXPIRES: 12/31/2017 May 3,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -... mit Design valid for use only with 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 is 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 H&H Homes 171075 H02 Common 2 1 K3159391 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:39:59 2017 Page 1 ID:zLeYFjRjMpSHWYso-6-7 zKX80-hPRtGXUXp6wxNG9RgRck7XKWUHbF7Gg_eGOddNzKFH_ I-1-0-01 6-1-9 I 11-10-0 17-6-7 1-0-0 6-1-9 5-8-7 I 1 23-89 -0-01 5-8-7 6-1-9 1-0-0 4x6 I I Scale=1:49.4 D ii 8.00 FIF 2x4 \\ 2x4 // /s4; C E kn Blaiiiii Y �]q J. F mmioN C' �A [7 omo J Q I R H et.' 3x4 = 3x6 = 3x4 = 3x63x6= = I 8-0-6 1 15-7-10 I 23-8-0 8-0-6 7-7-4 8-0-6 1 Plate Offsets(X,Y)- [B:0-3-7,0-1-8],[F:0-3-7.0-1-81 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.12 H-J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.23 H-J >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 F n/a n/a BCDL 10,0 Code IRC2012/TPI2007 Matrix-MS Wnd(LL) 0.03 J >999 360 Weight 111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) B=950/0-5-8,F=950/0-5-8 Installation guide. Max Horz B=198(LC 11) Max Uplift B=-196(LC 12),F=-196(LC 12) Max Gray B=1058(LC 2),F=1058(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1385/384,C-D=-1231/448,D-E=-1231/448,E-F=-1385/384 BOT CHORD B-J=-178/1150,H-J=0/753,F-H=-178/1074 WEBS D-H=-170/584,E-H=-341/271,D-J=-170/584,C-J=-341/271 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 �t��Ep P R pfiFs 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. ��\� ANG I NEF,4 `p�0 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �j 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 Q 89200 P E 1r will fit between the bottom chord and any other members,with BCDL=10.0psf. 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) B=196,F=196. --lw 11.• ler CC. yL OREGON lo 47 s <O '1}' 14,Z°\ $ ill-RR I L\- e'P EXPIRES: 12/31/2017 1 May 3,2017 t AWARNING•Verily 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 t 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 Mirek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 QualityCriteria,DSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and SCSI Building Component 250g Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes K3159392 171075 H03 Common 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:01 2017 Page 1 ID:zLeYFjRjMpSH WYsoaA2HM WzKX8O-doZdhDWoLjAecaJgysfCCyPs04GZb9BH6aVkgFzKFGy (1-0-01 6-1-9 I 11-10-0 I 17-6-7 I 23-2-0 1-0-0 6-1-9 5-8-7 5-8-7 5-7-9 4x6 II Scale=1:48.7 D II 8.00 12 2x4 \\ 2x4 // C E iiaL,\ 3x4 G e41611.6:41' lob 1,m [a �' d =� J R I S H 3x4 = 3x6 = 3x4 = 3x6 11 3x6 = I 8-0-6 I 15-7-10 I 23-2-0 I 8-0-6 7-7-4 7-6-6 Plate Offsets(X,Y)-- 1B:0-3-7.0-1-8],[G:Edge,0-5-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.13 H-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.35 Vert(TL) -0.24 H-J >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 G n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.03 J >999 360 Weight:110 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 DF Stud/Std-G 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) G=865/Mechanical,B=941/0-5-8 Max Horz B=190(LC 11) Max Uplift G=-149(LC 12),B=-196(LC 12) Max Gray G=962(LC 2),B=1048(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1369/381,C-D=-1214/445,D-E=-1185/441,E-G=-1305/378 BOT CHORD B-J=-232/1124,H-J=-42/725,G-H=-224/1026 WEBS D-H=-162/537,E-H=-318/259,D-J=-168/588,C-J=-341/270 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 �Q;ED P R OFFS, 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �\ce, NG]NEER .o non-concurrent with other live loads. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. GV ..y, 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 Q :9200 P E r will fit between the bottom chord and any other members,with BCDL=10.Opsf. 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. A97' �� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) G=149,B=196. 172_ , OREGON ./ /O Al)' 14,20\ Q`�' MFRR11-\- EXPIRES: 12L31/2017 May 3,2017 r R A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111. 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 H&H Homes K3159393 . 171075 J01 Jack-Open 3 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:02 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX8O-5_7?uZWQ61 I VEkuOVZARIAy3UUfpKf2QLEEHCizKFGx I -1-0-0 1-10-3 5-11-4 I 1-0-0 1-10-3 4-1-1 Scale=1:13.0 C 8.00 12 a Ici A ♦ H I D NAILED NAILED 3x4 = I 1-9-7 1 1l-3 5-11-4 I 1-9-7 OA 2 4-1-1 Plate Offsets(X,Y)-- [B:0-4-1.0-0-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.02 D-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.08 D-G >897 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 D-G >999 360 Weight:13 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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) C=98/Mechanical,B=148/0-5-8,D=65/Mechanical Max Horz B=73(LC 12) Max Uplift C=-7(LC 12),B=-51(LC 12) Max Gray C=109(LC 40),B=166(LC 2),D=93(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)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q� P R OF�s 5)*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 anyother members. A 6)A plate rating reduction of 20%has been applied for the green lumber members. \� GNG)NEFq s/O2 7)Refer to girder(s)for truss to truss connections. 6 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,B. __Ni 89200 P E �f- 9)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 10) 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 �4 /� 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 yA_OREGON tii Uniform Loads(plf) G "7 \t Vert:A-C=-56,D-E=-20 rO '1)/ 14 2( P+ Concentrated Loads(Ib) se, ii, H=-2(F)I=-37(F) ME(� Q R L\- EXPIRES: 12/31/2017 May 3,2017 4 MUM A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Not 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 H&H Homes K3159394 t71075 J02 Jack-Open 3 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:02 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX8O-5_7?uZWQ61 I VEkuOVZARIAy3XUfPKf2QLEEHCizKFGx I -1-0-0 I 3-10-3 1 5-11-4 1 1-0-0 3-10-3 2-1-1 Scale=1:18.4 C '� 8.00 12 'T N 13 A Al D 3x4 = I 3-9-7 3-119-3 5-11-4 1 3-9-7 0-d-12 2-1-1 Plate Offsets(X,Y)- [B:0-4-1.0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.03 D-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.11 D-G >664 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BOLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) -0.02 D-G >999 360 Weight:16 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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) C=103/Mechanical,B=225/0-5-8,D=55/Mechanical Max Horz B=118(LC 12) Max Uplift C=-52(LC 12),B=-39(LC 12) Max Gray C=117(LC 22),B=251(LC 2),D=99(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Q`�� P R OFFS 5)*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. '� s 6)A plate rating reduction of 20%has been applied for the green lumber members. \� IGNG'GINE /02 7)Refer to girder(s)for truss to truss connections. GI✓ .9 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,B. 89200 P E r • CC yG 4,,,OREGON 4Cv <0 qy 14,2� P+ ' RRILA- 6 EXPIRES: 12/31/2017 May 3,2017 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. pat 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 H&H Homes K3159395 171075 J03 Jack-Open 3 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:03 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-ZAhN5uX2tKQMsuTD3GhgH NUBZu_g361aZu_r18zKFGw -1-0-0 1 5-10-3 511-4 1-0-0 5-10-3 0-1-1 Scale=1:25.4 C • 8.00 12 B A 3x4= D 5-10-3 5-11-4 5-10-3 0-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.05 D-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.15 D-G >478 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 D-G >999 360 Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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) C=141/Mechanical,B=280/0-5-8,D=74/Mechanical Max Horz B=163(LC 12) Max Uplift C=-90(LC 12),B=-41(LC 12) Max Gray C=162(LC 22),B=314(LC 2),D=107(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 �p PROF will fit between the bottom chord and any other members. F 6)A plate rating reduction of 20%has been applied for the green lumber members. <<'‘\ N(NEF (S'S 7)Refer to girder(s)for truss to truss connections. �� R 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,B. Gv 9 89200PEcc 7 4i OREGON �4/ ',O y 14,i° P-!" ' 10- C?) EXPIRES: 12/31/2017 May 3,2017 t r / 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 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 H&H Homes 171075 J04 Jack-Open 3 1 K3159396 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:04 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX8O-2MFmJEYgdeYDT21 Pd_Cvgb1 MgIJXoZYjoYjOHazKFGv I -1-0-0 I 5-11-4 7-10-3 { 1-0-0 5-11-4 1-10-15 Scale=1:32.7 D 1 Ia II- 6 N A N 6 lI A B t7C OM E 3x4 =- I 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.36 Vert(LL) -0.05 (E-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 E-H >446 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 D n/a n/a BCDL 10,0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 E-H >999 360 Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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)B=0-5-8,C=0-3-3. (Ib)- Max Horz B=207(LC 12) Max Uplift All uplift 100 lb or less at joint(s)D,B except C=-129(LC 12) Max Gray All reactions 250 lb or less at joint(s)D,E,C except B=322(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �Ep P R OFF will fit between the bottom chord and any other members. 6)A plate rating reduction s)f20tr has been applied for the green lumber members. � �N7)Refer to girders)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)D,B except(jt=lb)c-12s. ( GINE 89200PE 9r 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. � L 4 OREGON lv" /O 1 l 14,2°1 Z\ MRRII-L EXPIRES: 12/31/2017 May 3,2017 4 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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 H&H Homes 171075 J05 Jack-Open 3 1 K3159397 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:04 2017 Page 1 ID:zLeYFjRjMpSH WysoaA2HM WzKX8O-2MFmJEYgdeYDT21 Pd_Cvgb 1 MgIJXoZYjoYjOHazKFGV 1-1-0-0 I 9-10-3 1-0-0 5-11-4 3-10-15 D Scale=1:40.2 �1 I6 8.00 12 C Elf N V • N ai Iil B I� A Mt 1 CA E 3x4= I 5-11-4 5-11-4 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 E-H >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 E-H >446 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 D n/a n/a BCDL 10,0 Code IRC2012fTP12007 Matrix-MP Wind(LL) 0.05 E-H >999 360 Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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 REACTIONS. All bearings Mechanical except(jt=length)B=0-5-8,C=0-3-3. Installation guide. (Ib)- Max Horz B=252(LC 12) Max Uplift All uplift 100 lb or less at joint(s)D except C=-169(LC 12) Max Gray All reactions 250 lb or less at joint(s)D,E except B=322(LC 2),C=289(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-256/213 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ���Ep P R OFFS 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. Gj �NGINE-R s, 7)Refer to girder(s)for truss to truss connections. 2 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)D except(jt=lb) Qr 89200 P E 9r C=169. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C. 4em . CC- 747 A.OREGON <O q) 14,20 4 MFR R I L\- 6P EXPIRES: 12/31/2017 t May 3,2017 t WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1•7473 rev.10/03/2015 BEFORE USE. MI MO Mir 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. g P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 J06 Jack-Open 3 1 K3159398 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:05 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-WZp8WaZlOyg45BcbBhj8NoaXahfmX0ot1 CTyp 1 zKFGu I-1-0-01 5-11-4 I 11-10-3 l 1-0-0 5-11-4 5-10-15 E � Scale=1:47.5 tl N d D rJ 8.00 12 C �� ,. d B A• i omoF 3x4= I 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc I/dell Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.05 F-I >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 F-I >446 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 E n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 F-I >999 360 Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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)B=0-5-8,C=0-3-3,D=0-1-8. (Ib)- Max Horz B=296(LC 12) Max Uplift All uplift 100 lb or less at joint(s)E except C=-174(LC 12),D=-114(LC 12) Max Gray All reactions 250 lb or less at joint(s)E,F,D except B=322(LC 2),C=296(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-335/275 NOTES- 1)Wind:ASCE 7-10;Vu@=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��1��I] P R�F�s 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. \� �Nt a I NFR 1Sj� 7)Refer to girder(s)for truss to truss connections. 2 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D. Q� '9`, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E except(jt=lb) ,89200 P E C=174,D=114. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D. 401, ,--- • -7, , OREGON � /O '41}' 9 y 14,r1C3 P+ ill -L EXPIRES: 12/31/2017 May 3,2017 t / AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10Po3/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding 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 H&H Homes K3159399 171075 J07 Jack-Open 3 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:06 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-_IMWkwZw9FoxjLBokPENv06iK57?GT20FsCVLTzKFGt 11-0-01 5-11-4 I 13-10-3 1-0-0 5-11-4 7-10-15 E Scale=1:55.7 I0,/, 0 8.00 ci, LAAvvv, F 3x4 = i 5-11-4 I 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/defl Lid PLATES GRIP TSnow CLL(roof) 25.0 Plate GripDOL 1.15 TC 0.36 VertLL -0.05 F-I >999 240 MT20 220/195 TCDL(Pf/Pg) 20.8/30.00 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 F-I >446 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 E n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 F-I >999 360 Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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)B=0-5-8,C=0-3-3,D=0-1-8. (Ib)- Max Horz B=341(LC 12) Max Uplift All uplift 100 lb or less at joint(s)E except C=-174(LC 12),D=-154(LC 12) Max Gray All reactions 250 lb or less at joint(s)E,F,D except B=322(LC 2),C=296(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-413/337 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 QED PR OFF will fit between the bottom chord and any other members. s 6)A plate rating reduction of 20%has been applied for the green lumber members. \' 'r NEFR s�O 7)Refer to girder(s)for truss to truss connections. 2 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D. Q 89200 PE 9r 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E except(jt=lb) C=174,D=154. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D. ' . . 1111 yOREGON A.44/Cr L <O '/Y 14,2d\ P4 MFRRIL - EXPIRES: 12/31/2017 May 3,2017 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. IMI=P Mt 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 H&H Homes K3159400 171075 J08 Jack-Open 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:07 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-SxwuxGaZwZwoKVm_I61cSDfsMVLE?w1AUWy2uvzKFGs 11-0-01 5-11-4 15-10-3 1-0-0 5-11-4 9-10-15 8.00 12 Scale=1:63.1 3x4 o • z 6:7, d ,11 A B 3x4 = 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.05 H-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 H-K >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 G n/a n/a Ban. 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.05 H-K >999 360 Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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)B=0-5-8,C=0-3-3,D=0-1-8,F=0-1-8. (Ib)- Max Horz B=386(LC 12) Max Uplift All uplift 100 lb or less at joint(s)G except C=-174(LC 12),D=-158(LC 12),F=-115(LC 12) Max Gray All reactions 250 lb or less at joint(s)G,H,F except B=322(LC 2),C=296(LC 22),D=255(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-492/398,C-D=-311/251 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <(5,,o) PR QFFS 5)*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. '` t5' 6)A plate rating reduction of 20%has been applied for the green lumber members. \� IGNG I NEEq /O2 7)Refer to girder(s)for truss to truss connections. GV 8)Provide mechanical connection(byothers)of truss to bearingplate at joint(s)D,F. '� 1' 1 O 9200PE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)G except(jt=lb) CB17el aF=115. j 10) BeveleddD=158, platete or shim required to provide full bearing surface with truss chord at joint(s)C,D,F. • 7G OREGON �� �, �O Y 14,20 P+ MFRAIL- 6 EXPIRES: 12/31/2017 May 3,2017 t 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/TPI1 Quality Criteria,05B-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 H&H Homes K3159401 171075 JA3 Jack-Open 3 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:08 2017 Page 1 ID:zLeYFjRjMpSH WYsoaA2HM WzKX80-w8UG9cbBht2fyfLAsgHs_RC3?vdpkNXJjAhcQLzKFGr 1 -1-0-0 ( 2-0-0 5-11-4 i 7-6-0 1 1-0-0 2-0-0 3-11-4 1-6-12 Scale=1:31.7 E ►1 Io D 0 8.00 12 � r� n o 1 M YN 3x4 II 4 C Ai- U 8 I) AMillill o M 5x6 = 6 M H 2x4= 2x4 1 2-0-0 I5-11-4 612-7 7-6-0 1 2-0-0 3-11-4 0-3- 1-3-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.06 F-G >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.16 F-G >447 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 F n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2012/TP12007 Matrix-MR Wind(LL) 0.06 F-G >999 360 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-H:2x4 DF Stud/Std G 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)B=0-5-8,D=0-3-3. (Ib)- Max Horz B=200(LC 12) Max Uplift All uplift 100 lb or less at joint(s)E,B,F except D=-109(LC 12) Max Gray All reactions 250 lb or less at joint(s)E,F,D except B=321(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-319/0 BOT CHORD B-H=-155/307 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrentis trussasn otherwer live lfor a 1 ��� � PROF-4-c,s 4)This truss has been designed fora 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 NGI NEF /� will fit between the bottom chord and any other members. ��� R 2 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. 89200 P E � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E,B,F except (jt=lb)D=109. /� 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)D. �_ _ - 1Z- 74. OREGON �� /O 1y 14,2,°\ P4 ' RRIL�-C EXPIRES: 12/31/2017 May 3,2017 I r 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 H&H Homes 171075 JA4 Jack-Open 1 1 K3159402 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:09 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX8O-OK2fMycpSAAWapwMQXo5XekDIJz2TgnSygR9yozKFGq 1 -1-0-0 1 2-0-0 I 5-11-4 1 7-10-3 1-0-0 2-0-0 3-11-4 1-10-15 Scale=1:32.9 E i Id D ►imiUI 8.00 12 0 N A 3x4 C riI B /l• .I A // 5x6 = a M H 2x4 = 2x4 II 1 2-0-0 i 5-11-4 612- 7-10-3 1 2-0-0 3-11-4 0-3-3 1-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc Udell Lid PLATES GRIP TSnow CLL(roof) 25.0 Plate GripDOL 1.15 TC 0.29 VertLL -0.06 F-G >999 240 MT20 220/195 TCDL(Pf/Pg) 20.8/30.00 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.16 F-G >447 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MR Wind(LL) 0.06 F-G >999 360 Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-H:2x4 DF Stud/Std G 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)B=0-5-8,D=0-3-3. (Ib)- Max Horz B=207(LC 12) Max Uplift All uplift 100 lb or less at joint(s)E,B,F except D=116(LC 12) Max Gray All reactions 250 lb or less at joint(s)E,F,D except B=321(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-319/0 BOT CHORD B-H=-156/307 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��EQ PR QF4-s 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. ��Cj 0,‘GI NEtcR (51/-,2 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. 89200P E �f' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E,B,F except Gt=1b)el d 6. -�i 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)D. 1L ,AOREGON ��Q <O '44' 14:1°''‘ 2°1 P4 MFR R 11-\- 0 EXPIRES: 12/31/2017 May 3,2017 4 a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mil 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 H&H Homes 171075 JA5 Jack-Open 1 1 K3159403 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:10 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX8O-sWc1 ZIdRDUI N BZVZZEJK4sHOUIJHCH 1 cAUAjUEzKFGp 1-1-0-0 1 2-0-0 I 5-11-4 9-10-3 1-0-0 2-0-0 3-11-4 3-10-15 Scale=1:38.4 E Ia 8.00 12 D �� o in ui Co 3x4 I I C o A : 5 5x6 = F Io H 2x4 = 2x4 II 2-0-0 5-11-4 6-q- 4 2-0-0 3-11-4 0-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc 1/defl L/d PLATES GRIP TCLL(roof) 25.0 plate Gri DOL 1.15 TC 0.29 Vert LL 0.06 (F-G >999 240 MT20 220/195 Snow(PflPg) 20.8/30.0 p ( ) TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(TL) 0.16 F-G >447 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MR Wind(LL) 0.06 F-G >999 360 Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-H:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. All bearings Mechanical except(jt=length)B=0-5-8,D=0.3-3. (Ib)- Max Horz B=252(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)E,F except D=-156(LC 12) Max Gray All reactions 250 Ib or less at joints)E,F except B=321(LC 2),D=274(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-319/0 BOT CHORD B-H=-159/310 NOTES- 1)Wind:ASCE 7-10;Vult=14Omph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���-I] P R 04Oa 5)'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 Cr will fit between the bottom chord and any other members. �.Gj �<JGI NE�c9 /' 6)A plate rating reduction of 20%has been applied for the green lumber members. 2 7)Refer to girders)for truss to truss connections. ,, 89200 P E - 8)Provide mechanical connection(by Others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)E,F except(jt=1b) -.D=156. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joints)D. 10.11P, ,ii OREGON A,/ /D -it,. 14 ,Z' P+ MFRRILL EXPIRES: 12/31/2017 May 3,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Mil. 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 H&H Homes K3159404 171075 JA6 Jack-Open 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:10 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-sWc1 ZIdRDUI NBzVZzEJK4sHOULIHCH 1 cAUAjUEzKFGp 1.0.0 2-0-0 1 I I 5-11.4 10-0-12 111-10-3 1-0-0 2-0-0 3-11-4 4-1-8 1-9-7 Scale=1:49.1 F it qr d E 8.00 12 0 0 rodr 8 d r r 3x4 II C i �,U iI o 141 A B _ !J 10 �� o �� G I 2x4= 2x4 II 5x6= I 2-0-0 i 5-11-4 6-0-114 2-0-0 3-11-4 0-1-10 LOADING LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.06 G-H >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.16 G-H >447 180 TCDL 7.0 Rep Stress'nor YES WB 0.00 Horz(TL) 0.03 G n/a n/a BCLL 0.0 ` Code IRC2012/TPI2007 Matrix-MR Wind(LL) 0.06 G-H >999 360 Weight:31 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-I:2x4 DF Stud/Std G 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)B=0-5-8,D=0-3-3,E=0-1-8. (Ib)- Max Horz B=296(LC 12) Max Uplift All uplift 100 lb or less at joint(s)F,G except D=-160(LC 12),E=-114(LC 12) Max Gray All reactions 250 lb or less at joint(s)F,G,E except B=321(LC 2),D=281(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-319/0,C-D=-315/267 BOT CHORD B-1=-163/313 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. �E� P R�F�s 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ��\GO<•C' GINE 61/ cr/O2� 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. 89200PE 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)E. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)F,G except(jt=lb) D=160,E=114. Lw �J *•✓ - 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)D,E. ii. Gr' OREGON .,`"4/D L 2 /0 '44' 14,?-°\ 4 /14FRRILA-e' EXPIRES: 12/31/2017 May 3,2017 4 4MI=II AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1 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*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 properly damage. For general guidance regarding the 250 Klug Circle fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BC51 Building Component 9 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 H&H Homes 171075 JA7 Jack-Open 1 1 K3159405 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:11 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-KjAPndd3_oQEp641XygZc3pZE6fWxkHIPBwG 1 gzKFGo - 11-0-0 2-0-0 I 5-11-4 10-0-12 I 13-10-3 1-0-0 2-0-0 3-11-4 4-1-8 3-9-7 F Scale=1:56.7 r, I.,'6' 6 E 8.00 12 v 56- ch D u,6 6 3x4 I I C B 'rs I: -: o A ...w I7, -� G d I 2x4= 2x4 II 5x6= 1 2-0-0 1 5-11-4 6-0114 2-0-0 3-11-4 0-1-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TSnow CLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.29 VertLL -0.06 G-H >999 240 MT20 220/195 TCDL(Pf/Pg) 20.8/30.0Lumber DOL 1.15 BC 0.51 Vert(TL) -0.16 G-H >447 180 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 G n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MR Wind(LL) 0.06 GA-1 >999 360 Weight:35 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C-I:2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. All bearings Mechanical except(jt=length)B=0-5-8,D=0-3-3,E=0-1-8. (Ib)- Max Horz B=341(LC 12) Max Uplift All uplift 100 lb or less at joint(s)F,G except D=-160(LC 12),E=-154(LC 12) Max Gray All reactions 250 lb or less at joint(s)F,G,E except B=321(LC 2),D=281(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-319/25,C-D=-394/328 BOT CHORD B-1=166/316 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ���ED P R OFFS *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 S will fit between the bottom chord and any other members. Z° �NGI NEER /� 6)A plate rating reduction of 20%has been applied for the green lumber members. �fi� 7)Refer to girder(s)for truss to truss connections. 89200PE 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)E. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)F,G except(jt=lb) '�i D=160,E=154. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)D,E. Q - 4,OREGON �!v /O .9y 14,2°\ P+ ' RRII.\- R, EXPIRES: 12/31/2017 May 3,2017 t 1 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy 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,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 H&H Homes K3159406 191075 JAC Jack-Open 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:12 2017 Page 1 I D:zLeYFjRjMpSHVVYsoaA2HM WzKX80-pvkn_zehI5Z5RGfx5fLo9HMiCW2PgBXveofpZ7zKFGn - I1-0-0 5-11-4 15-7-3 1-0-0 5-11-4 9-7-15 8.00 12 Scale=1:62.2 3x4 -i G F 0 E EF,/ D ": '.'2 1 Cd- A H 3x4 = 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.05 H-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 H-K >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 G n/a n/a BCLL 0.0 BCDL 10.0 * Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 H-K >999 360 Weight:36 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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)B=0-5-8,C=0-3-3,D=0-1-8,F=0-1-8. (Ib)- Max Horz B=380(LC 12) Max Uplift All uplift 100 lb or less at joint(s)G except C=-174(LC 12),D=-158(LC 12),F=-110(LC 12) Max Gray All reactions 250 lb or less at joint(s)G,H,F except B=322(LC 2),C=296(LC 22),D=255(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-482/391,C-D=-302/243 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��ED PROF`rs' 5)*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. �� ,NG NE�c s/O 6)A plate rating reduction of 20%has been applied for the green lumber members. ,......0 R 2 7)Refer to girder(s)for truss to truss connections. '9 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D,F. 89200 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)G except(jt=lb) CB17el dpateors10. 'iliaj 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D,F. _ 1OREGON �5 L <O '41y14,20s P+ MFR R 10-- EXPIRES: 12[31/2017 May 3,2017 4 A ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. IVIR 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 iTe 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 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 H&H Homes K3159407 191075 JB1 Jack-Open 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:13 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-H519CJfJ WPhx3QE8eNs1 hUvtLwOePen2sSPN5ZzKFGm I1-0-0 5-11-4 16-0-0 1-0-0 5-11-4 10-0-12 8.00 12G Scale:3/16"=1' 3x6 .i F Ep Is a D IT q C d, A callimi:',1B H 3x4 = 5-11-4 5-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.05 H-K >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.27 Vert(TL) -0.16 H-K >446 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 F n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.05 H-K >999 360 Weight:37 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 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 0-1-8 except(jt=length)B=0-5-8,H=Mechanical,C=0-3-3. (Ib)- Max Horz B=413(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except C=-174(LC 12),D=-126(LC 12),F=-241(LC 12) Max Gray All reactions 250 lb or less at joint(s)H,D except B=322(LC 2),C=296(LC 22),F=288(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-536/292,C-D=-355/145 NOTES- 1)Wind:ASCE 7-10;Vuft=140mph(3-second gust)V(IRC2012)=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� PR�F s 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. �� Nrj,j N E� s/O 6)A plate rating reduction of 20%has been applied for the green lumber members. r§,-' § �' 9 2 7)Refer to girder(s)for truss to truss connections. y 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D,F. Q :9200 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 174 lb uplift at joint C,126 lb uplift at /� joint D and 241 lb uplift at joint F. i 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)C,D,F. - . tt - A OREGON �4/ /O d9y 14,20 P+ MFR R 11-\-- 0 EXPIRES: 12/31/2017 May 3,2017 1 e A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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 H&H Homes 1-71075 JD1 Jack-Open 2 1 K3159408 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:14 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-IIrYPfgyHjpogaoKC4NGEiRSJKkV850B558we?zKFGI I -1-0-0 I 1-8-11 1-103 5-11-4 1-0-0 1-8-11 0- 11 -8 4-1-1 Scale=1:13.4 C , 8.00 12 Ni B - Id NAILED NAILED M 3x4 = I D d A Ill 3.00 Fi 3x6 I 1-10-3 01� 5-11-4 1-10-3 b_2_9 3-10-8 I Plate Offsets(X,Y)-- [B:0-0-15.0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.03 ( E >999 240 MT20 220/195 Snow(Pf/Pg) 20.8!30.0p TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(TL) -0.10 E >708 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.02 D n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.01 D-E >999 360 Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) C=125/Mechanical,B=129/0-5-8,D=57/Mechanical Max Horz B=73(LC 12) Max Uplift C=-2(LC 12),B=-60(LC 32) Max Gray C=148(LC 5),B=151(LC 16),D=80(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 g-ccko PROFFSwill fit between the bottom chord and any other members. s6)A plate rating reduction of 20%has been applied for the green lumber members. NE9 /07)Refer to girder(s)for truss to truss connections. 28)Bearing at joints)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify00 P E �r capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2 lb uplift at joint C and 60 lb uplift at �i joint B. _, 10.7 10)10) "NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 4.'m 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �Q -374. / OREGON b A, LOAD CASES) Standard ,O ,9Y 14 2ON r- 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) /t/l&.R R 10_ Q) Vert:A-C=-56,E-F=-20,D-E=-20 Concentrated Loads(Ib) Veil:E=-2(B)l=-37(B) EXPIRES: 12/31/2017 May 3,2017 t _ r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/-7473 rev.10Po3/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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 H&H Homes 171075 JD2 Jack-Open 2 1 K3159409 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:15 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX8O-DUPwd?ga20x8kN WmovVnv_Hoj6etYQLKIuUARzKFGk -1-0-0 i 2-5-8 i 3-10-3 5-11-4 1-0-0 2-5-8 1-4-11 2-1-1 D Scale=1:18.3 2x4 I I 1 8.00 12 C Y iligN B F 0 d ' 5x6 = A �, 0114 3.0012 3x4 I 2-5-8 I 3-9-7 3-114-3 5-11-4 I 2-5-8 1-3-15 0-0-12 2-1-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/defl L/d PLATES GRIP TCLL(root) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.02 F >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.04 F >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.05 Horz(TL) 0.01 E n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.02 F >999 360 Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) D=136/Mechanical,B=213/0-5-8,E=34/Mechanical Max Horz B=118(LC 12) Max Uplift D=-49(LC 12),B=-38(LC 12) Max Gray D=153(LC 22),B=239(LC 2),E=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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 wideOFF will fit between the bottom chord and any other members. �I] P R 6)A plate rating reduction of 20%has been applied for the green lumber members. ss 7)Refer to girder(s)for truss to truss connections. j �NG j NEFR /Q 8)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify �� 2' capacity of bearing surface. Q :9200P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint D and 38 lb uplift at joint B. 11.411r- j • - 47OREGONIx &44/cc /O .4/}' 14, MFR R R-\-Q' EXPIRES: 12/31/2017 May 3,2017 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with 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 H&H Homes K3159410 11'1075 JD3 Jack-Open 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:15 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-DUPwd?ga20xf kNWmovVnv_C2j4JtYI LKIuUARzKFGk -1-0-0 I 2-5-8 I 5-10-3 5-9-4 7-10-3 I 1-0-0 2-5-8 3-4-11 0-1-1 1-10-15 Scale=1:25.4 D 8.00 12 yy 2x4 I I A C v ill ii I ] 11110 N- B -= o o i} F `4 o A OA 5x6 O/ 3x4% 3.00 12 I 2-5-8 I 5-11-4 I 2-5-8 3-5-12 Plate Offsets(X.Y)-- 1B:0-1-14.0-0-61 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.12 F >571 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.20 Vert(TL) -0.28 F >255 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.07 E n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wlnd(LL) 0.13 F >556 360 Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) D=181/Mechanical,B=280/0-5-8,E=34/Mechanical Max Horz B=163(LC 12) Max Uplift D=-99(LC 12),B=-38(LC 12) Max Gray D=207(LC 22),B=313(LC 2),E=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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MVVFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ����I] P R OF�ss 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. \� IGNGi N EFi9 �O, 7)Refer to girder(s)for truss to truss connections. -y 8)Bearing at joint(s)B considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify Q 89200 P E. r. capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 99 lb uplift at joint D and 38 lb uplift at ' joint B. -1444, 7GC , A OREGON azo i0 qy 14,20' P`}' ' RRIL\- 6 EXPIRES: 12/31/2017 May 3,2017 I0 U WMI 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 ANStITP11 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 H&H Homes K3159411 171075 JD4 Jack-Open 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:16 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-hgzIgl.hCpK3 WwuyjKVQkJ7XMD7QKc?YUZPd 1 iuzKFGj -1-0-0 I 2-5-8 I 5-11-4 7-10-3 I 1-0-0 2-5-8 3-5-12 1-10-15 Scale=1:33.4 E i Id D 8.00 12 1 Y y r . 7, ur 2x4 I C :' / 0111I 1 B G R A '.4 5x6 ►A 3x4 3.00 12 I 2-5-8 I 5-11-4 6-Q1-0 7-10-3 I 2-5-8 3-5-12 0-d-12 1-10-3 Plate Offsets(X,Y)-- [B:0-2-2.0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.14 G >493 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.21 Vert(TL) -0.31 G >224 180 TCDL 7.0 Rep Stress lncr YES WB 0.06 Horz(TL) 0.08 F n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.15 G >473 360 Weight:25 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G 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)B=0-5-8,D=0-1-8. (Ib)- Max Horz B=207(LC 12) Max Uplift All uplift 100 lb or less at joint(s)E,B except D=-141(LC 12) Max Gray All reactions 250 lb or less at joint(s)E,F except B=321(LC 2),D=271(LC 22) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.11;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� P R OF�S 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 E will fit between the bottom chord and any other members. '` s 6)A plate rating reduction of 20%has been applied for the green lumber members. \� c v*b NEF,9 �Q2 7)Refer to girder(s)for truss to truss connections. CV "., 8)Bearing at joint(s)B considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verify 4' :9200 P E r- capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)D. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)E,B except .-iiki ��, (jt=lb)D=141. • Gr 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)D. -�7 OREGON C.,L<0-y 14,riC 4 FRR11_V EXPIRES: 12/31/2017 May 3,2017 t MIMI A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Not 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,DM-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 H&H Homes K3159412 191075 K01 GABLE 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:18 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-d352F 1jSKXJE9B65RWSCOXcf3xxM4jVn0j68nmzKFGh 13-11-12 --00-1 6-1-10 1 11-10-4 1 -1-1? I 17-11-11 22-9-13 2312-0 -0-0 6-1-1D 5-8-9 1-3-6 3-11-15 4-10-1 0-4-4 0-10-2 3x6 I IG Scale=1:83.9 G 8.00 12 3x6 F 14 E AlliiiI11M_! su: 40 4x12 = D 1111111111 K v.,axe % C rA B ro $1A�. ■ 111. 4) J I H 4x6 = 10x18 MT2OHS = 10x20 M18SHS= I 6-1-10 1 11-10-4 1 17-4-0 1 22-9-13 23r3-0 6-1-10 5-8-9 5-5-13 5-5-13 0-4-4 Plate Offsets(X,Y)-- [H:0-10-12,0-5-0],[1:0-9-0,0-4-8],IT:0-1-9,0-1-01.[W:0-1-9,0-1-01.IZ:0-1-9,0-1-01.IAC:0-1-9,0-1-01,[AF:0-2-0,0-0-01,[AG:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.44 I-J >626 240 MT20 220/195 Snow(PfIPg) 20.8/30.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -1.12 I-J >244 180 MT2OHS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.00 H n/a n/a M18SHS 220/195 BCLL 0.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.34 I-J >807 360 Weight:301 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc purlins, C-G:2x6 DF SS G except end verticals. BOT CHORD 2x6 DF SS G*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. H-I:2x12 DF SS JOINTS 1 Brace at Jt(s):L WEBS 2x4 DF Stud/Std G*Except* MiTek recommends that Stabilizers and required cross bracing G-H:2x10 DF SS,D-I,E-K:2x4 DF No.1&Btr G be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 DF Stud/Std G Installation guide. REACTIONS. (lb/size) B=1007/0-5-8,H=1066/Mechanical Max Horz B=538(LC 12) Max Uplift H=-174(LC 12) Max Gray B=1171(LC 23),H=1660(LC 23) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-1804/0,C-D=-982/0,D-E=-605/0,E-F=-323/414,F-G=-399/779,H-K=-821/392, G-K=-494/266 BOT CHORD B-J=-686/1553,I-J=-682/1533,H-I=-362/763 WEBS C-J=-136/631,C-I=-1063/428,0-1=0/510,E-L=-891/10,K-L=-890/10,F-K=-592/299 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for �ED P R OF�s members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `� S 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 ��\c.,<(''\ �NG[NEF,4 /Q2 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 9 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat Q i 9200 P E r- roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs a411,j non-concurrent with other live loads. Alp 5)All plates are MT20 plates unless otherwise indicated. 6)All plates are 2x4 MT20 unless otherwise indicated. 'S7 OREGON �� 7)Gable studs spaced at 1-4-0 oc. L 4,, ,`D .` 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /O 9 y 14 2-k) -�— 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 ,f I Q' will fit between the bottom chord and any other members. 'v/FR R I 0... 10) Ceiling dead load(10.0 psf)on member(s).D-E,E-L,K-L; Wall dead load(5.0psf)on member(s).D-I 11) Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.H-I 12)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12/31/2017 13) Refer to girder(s)for truss to truss connections. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) May 3,2017 ContHa4a4on Daae 2 it b A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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 H&H Homes K3159412 171075 K01 GABLE 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:18 2017 Page 2 ID:zLeYFjRjMpSH WYsoaA2HM WzKX80-d352F 1jSKxJE9B65RwSCOXcf3xxM4jVn0j68nmzKFGh NOTES- 15)Attic room checked for L/360 deflection. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nut 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 111. Job Truss Truss Type Qty Ply H&H Homes K3159413 171075 K02 Roof Special 5 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 S Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:19 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-5FfQSNk45FR5nLhH?dzRxl9gpLHbpAIxFNshJDzKFGg 13-11-12 -1-0-9 6-1-10 1 11-10-4 19-1-1? I 17-11-11 1 22-9-13 2312-0 1-0-0 6-1-10 5-8-9 1-3-6 3-11-15 4-10-1 0-4-4 0-10-2 Scale=1:90.3 G 3x6 I 8.00 12 3x6 O F i 2x 2x4 11E .�`_n 4x12 = D L K ro 8x8• 2x4 11 .5 C IN _ h-A e Job Truss Truss Type Qty Ply H&H Homes K3159414 171075 LO1 Monopitch 12 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:19 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-5FfQSNk45FR5nLhH?dzRxl9uxLQWpMGxFNshJDzKFGg -1-0-0 1 7-0-0 1-0-0 7-0-0 C Scale=1:29.5 I' 8.00 12 r d B A S D 3x4 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.10 D-G >864 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.30 D-G >282 180 TCDL 7.0 ert( ) BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 C n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.09 D-G >899 360 Weight:23 lb FT=20% 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. (lb/size) C=170/Mechanical,B=322/0-5-8,D=89/Mechanical Max Horz B=188(LC 12) Max Uplift C=-110(LC 12),B=-39(LC 12) Max Gray C=195(LC 22),B=360(LC 2),D=128(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 P R will fit between the bottom chord and any other members. E p OF 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. GJ� Cj I NE s/0 8)Refer to girder(s)for truss to truss connections. 2�, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)B except(jt=lb) 88200 P E C=110. ‘1/0<9 . - OREGON �4Q i0 q}' 14,2p� P.� MFRRIL\- EXPIRES: 12/31/2017 May 3,2017 t I 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 MiWek• 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 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 H&H Homes K3159415 171075 L02 Monopitch Structural Gable 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:20 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX8O-aRDpgikisZZyOVGUZLUgUyh3MkmEYoV4T1 bErfzKFGf I -1-0-0 I 7-0-0 1-0-0 7-0-0 2x4 I I Scale=1:30.9 D C 2x4 H 8.00 12 2x4 H 2x4 II 111111 B • A 2x4 I I 2x4 I I 2x4 I I F E 3x4 = 3x4 II 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.08 F-O >970 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.25 F-O >317 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 B n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.08 F-O >999 360 Weight:40 lb FT=20% 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, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) F=273/Mechanical,B=312/0-5-8 Max Horz B=193(LC 12) Max Uplift F=-107(LC 12),B=-32(LC 12) Max Gray F=303(LC 22),B=349(LC 2) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ���CD P R QF�s non-concurrent with other live loads. 5)Gable studs spaced at 1-4-0 oc. S 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \� 0NGI IN /0 2 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 CV will fit between the bottom chord and any other members. 89200 P E 9<' 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)B except(jt=1b) F=107. ...-'40111140 yL4.7„OREGON 04,41Q"'" /O '9y 14,2°NP+ MFRRII-k- 6 EXPIRES: 12/31/2017 May 3,2017 t t A WARNING-Verily 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/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 H&H Homes K3159416 771075 L03 Monopitch Structural Gable 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:21 2017 Page 1 I D:zLeYFjRjMpSHWYsoaA2HM WzKX80-2enBt2ILdshp0frg620v0AEE685THFIDihLoN5zKFGe 1 -1-0-0 I 7-0-0 1-0-0 7-0-0 2x4 II Scale=1:30.9 D C 2x4 II 8.00 112 2x4 II 2x4 11 r r B r r r r 1 A 2x4 H 2x4 H 2x4 H F E 3x4 = 3x4 II 7-0-0 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.08 F-O >970 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.25 F-O >317 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 B n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.08 F-O >999 360 Weight:40 lb FT=20% 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, BOT CHORD 2x4 DF No.1&Btr G except end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) F=273/Mechanical,B=312/0-5-8 Max Horz B=193(LC 12) Max Uplift F=-107(LC 12),B=-32(LC 12) Max Gray F=303(LC 22),B=349(LC 2) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Exp B;Fully Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ��p P R OFFS non-concurrent with other live loads. 5)Gable studs spaced at 1-4-0 oc. rs 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. NJ �NG I N EFi4 /O2 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 GV will fit between the bottom chord and any other members. 89200 P E 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)B except(jt=lb) i F=107. O �+ yL , OREGON As4 i0 �y 14,i4 MFRRIL\- EXPIRES: 12/31/2017 May 3,2017 4 411111411111 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/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 H&H Homes K3159417 171075 L04 Monopitch 2 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:22 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-WgKZ5Omz0ApgepQsgmX8ZNnPBYRDOi?NxL4LwYzKFGd -1-0-0 I 7-0-0 1-0-0 7-0-0 Scale=1:29.5 C 8.00 12 � d B I A a♦ D 3x4 = 7-0-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CS!. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.10 D-G >864 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.30 D-G >282 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 C n/a n/a BCLL 0.0 • Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.09 D-G >899 360 Weight:23 lb FT=20% 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. 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) C=170/Mechanical,B=322/0-5-8,D=89/Mechanical Max Harz B=188(LC 12) Max Uplift C=-110(LC 12),B=-39(LC 12) Max Gray C=195(LC 22),B=360(LC 2),D=128(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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 ��G cs will fit between the bottom chord and any other members. ` P R OFc 6)A plate rating reduction of 20%has been applied for the green lumber members. '< r 7)Refer to girder(s)for truss to truss connections. � lGNG NEFi4 c/O2 8)Refer to girder(s)for truss to truss connections. Gr✓ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)B except(jt=lb) 89200 P E C=110. Q - -if OREGON � � '9Y 14,204 MFRRIl= - EXPIRES: 12/31/2017 May 3,2017 I _ t A WARNING-Verily 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 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 H&H Homes K3159418 771075 MO1 Common 1 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:22 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-WgKZ50mz0ApgepQsgmXBZNnUKYVpohpNxL4LwYzKFGd 4_0_0 I 8-0-0 I 4-0-0 4-0-0 4x6 = Scale=1:26.1 B 8.00 PA N ;=.5 3x8�i 3x6 A iiis ,!, ! issill11111111111"..,_ _tr- M I li NI u 3x4 I I F E H G 3x10 = 3x4 I I D I 4-0-0 I 8-0-0 I 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 25.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 E-F >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.08 -0.01 E-F >999 180 TCDL 7.0 Vert(TL) BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 E n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MP Wind(LL) 0.00 F >999 360 Weight:42 lb FT=20% 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 except end verticals. WEBS 2x4 DF Stud/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) G=285/Mechanical,E=285/Mechanical Max Horz G=-57(LC 10) Max Uplift G=-44(LC 12),E=-44(LC 12) Max Gray G=316(LC 2),E=316(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-B=-252/83,B-C=-252/83,A-G=-280/115,C-E=-280/115 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l40mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 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 ��Q,ED P R OFFss will fit between the bottom chord and any other members. GINE R �O 6)A plate rating reduction of 20%has been applied for the green lumber members. N F 2 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)G,E. Q 89200 P E r •7 4 OREGON �4Q iQ -1}' 14,20 Q-�- /1/ -RR 10- 6 EXPIRES: 12/31/2017 May 3,2017 I b A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design 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/TPN 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 H&H Homes K3159419 171075 M02 Common 4 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:23 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-_OuxIknb9UxXFy_3ET2N5bJdfypll8SWA?gvS_zKFGc I -1-0-0 I 5-4-0 9-4-0 1-0-0 5-4-0 I 1 4-0-0 4x6 = Scale=1:26.3 C RIO 8.00 12 N IIIIIIIIII:Hi,6D n B r �' ,- A O/ G F 3x4 = 3x4 11 E 3x4= I 5-4-0 I 9-4-0 I 5-4-0 4-0-0 Plate Offsets(X,Y)-- (B:0-2-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in 10c 1/defl Ud PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.03 G-J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.07 G-J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 B n/a n/a BCDL 10.0 Code IRC2012fTP12007 Matrix-MP Wind(LL) -0.03 G-J >999 360 Weight:41 lb FT=20% 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 except end verticals. WEBS 2x4 DF Stud/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) B=399/0-5-8,F=344/Mechanical Max Horz B=81(LC 11) Max Uplift B=-102(LC 12),F=-54(LC 12) Max Gray B=446(LC 2),F=382(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-395/105,C-D=-351/113,D-F=-361/139 WEBS D-G=-34/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vul=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 ¢ED P R OPE :o This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs ` s non-concurrent with other live loads. ��Gj ANG NEER s/� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 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 89200 P E ter' will fit between the bottom chord and any other members. 4• .• 7)A plate rating reduction oritr of 20%has been t 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)F except(jt=lb) -"IF yG , OREGON (� /O �1' 14,2P\ P4 ' R R I L\- EXPIRES: 12/31/2017 May 3,2017 t e A WARNING-Verily 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 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 H&H Homes 171075 M03 Common Supported Gable 1 1 K3159420 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:24 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HM WzKX80-SDSJ V4nDwn30t6ZFoBZceosrQLCCUcOgOfLS_QzKFGb 1-0-0 I 5-4-0 I 10-8-0 I I 11-8-0 5-4-0 1_0_0 3x4= Scale=1:25.7 F EG 8.00 12 H ,4d1111,1 . K 1� 3x4= R O P O N M L 3x4= 3x4= I 10-8-0 10-8-0 Plate Offsets(X,Y)- F:0-2-0,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc i/defl L/d PLATES GRIP TCLL(roof) 25.0 ( ) Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 K n/r 120 MT20 220/195 TCDL 7 0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 K n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 J n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-P Weight:53 lb FT=20% 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. OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-8-0. (Ib)- Max Horz B=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s)B,Q,R,M,L,J Max Gray All reactions 250 lb or less at joint(s)B,P,Q,R,N,M,L,J FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=2ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 ��¢ F R FS 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs E) OF non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. <Cj ANG I NEF s/� 7)Gable requires continuous bottom chord bearing. ��? '4 /� 8)Gable studs spaced at 1-4-0 oc. 89200 P E ��' 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 it between the bottom chord% and otherpplimembers. / r✓ 11)A plate rating reduction of 20%has been applied for the green lumber members. ,1011111 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)B,Q,R,M,L,J. Q yG 40 REGONix �lv <O -4y 14,2-�� P4 MFR R I0- Q' EXPIRES: 12/31/2017 May 3,2017 t e A WARNING-Verily 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 MI ay 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/T.11 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 H&H Homes 171075 N01 K3159421 Scissor 4 1 Job Reference(optional) Trus-Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:26 2017 Page 1 ID:zLeYFjRjMpSH WYsoaA2HM WzKX80-Oba4wmpTSPJ56Qjevcb4jDx6w9osyNDysz2Z3JzKFGZ -1-0-01 5-10-0 11-2-12 16-7-6 I 22-0-0 1-0-0 5-10-0 5-4-12 5-4-12 5-4-8 4x6= Scale:1/4"=1' D I\ 8.00 12 3x6�i 3x6 11111 C n IPIIIIIIIIP"-- I 6x8 :IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 3x4�� F .0 J 2x4 II H `1 G "' B 2x4 II \ N It r? ii 4.00 12 d 0 4x6 II 3x6--"-- I I 5-10-0 11-2-12 I 16-7-8 22-0-0 I 5-10-0 5-4-12 5-4-12 5-4-8 Plate Offsets(X,Y)- fB:0-0-14,Edgel.[G:0-1-5.0-1-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.32 VertLL -0.12 I-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.32 H-I >820 180 BCLDL 0.0 *7.0 Rep Stress lncr YES WB 0.63 Horz(TL) 0.26 G n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.07 I-J >999 360 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 DF Stud/Std-G 2-0-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) G=830/Mechanical,B=888/0-5-8 Max Horz B=181(LC 11) Max Uplift G=-143(LC 12),6=-187(LC 12) Max Gray G=923(LC 2),B=989(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2388/574,C-D=-1688/378,D-E=1684/376,E-G=-2221/555 BOT CHORD B-J=-427/2014,I-J=-428/2025,H-I=-401/1901,G-Fi=-398/1881 WEBS E-1=529/301,C-I=-643/325,D-I=-236/1419 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 e l_I P I pFFs 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs �\c �tJGI NEAR SS non-concurrent with other live loads. 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,0 T' 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 Q 89200P E 1--- 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. .- ,I 9)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. OREGON (j/ 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) L 4gyp, A,. G=143,B=187. /O '9' 14,2� P-{- ' R R I L\- 0 EXPIRES: 12/31/2017 May 3,2017 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the budding 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 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 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 H&H Homes 1"11075 NO2 Scissor 2 1 K3159422 Job Reference(optional) Trus Way,Inc., Vancouver,WA 98668 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:27 2017 Page 1 I D:zLeYFjRjMpSH WYsoaA2HM WzKX80-so8S86g5DiRykalgTJ6JGRU19Z78hpx64do6bIzKFGY - 5-10-0 11.2.12 1.1-0-0 I 16-7-8 I22-5-8 223-5-8 1-0-0 5-10-0 5-4-12 r I 5-4-12 5-10-0 1-0-0 4x6 II Scale=1:48.8 D i� 8.00 12ili , - 3x6 i 3x6 C• E 161111111111..- I 6x8:11111111111111111 n J 2x4 1 H m B 2x4 II F G R4.00 12 IN o 3x6 % 3x6 5-10-0 I I 11-2-12 16-7-8 22-5-8 5-10-0 5-4-12 5-4-12 I 5-10-0 Plate Offsets(X,Y)-- 1B:0-0-14,Edgel,[F:0-0-14,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc I/deft Ud PLATES GRIP TCLL(roof) 25.0 Plate GripDOL 1.15 TC 0.29 Vert(LL) -0.13 ( I-J >999 240 MT20 220/195 Snow(Pf/Pg) 20.8/30.0 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.34 I-J >781 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.29 F n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MS Wind(LL) 0.07 I-J >999 360 Weight:98 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) B=904/0-5-8,F=904/0-5-8 Max Horz B=189(LC 11) Max Uplift B=-189(LC 12),F=-189(LC 12) Max Gray B=1007(LC 2),F=1007(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-2446/527,C-D=-1747/326,D-E=-1747/326,E-F=-2446/527 BOT CHORD B-J=-327/2063,I-J=-328/2075,H-I=-328/2075,F-H=-327/2063 WEBS D-I=-184/1494,E-I=-641/330,C-1=641/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 DEQ P R QFF 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs C?\� ':9G2 NG I NEFR s�O 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. 2 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 Q 89200 P E ��` will fit between the bottom chord and any other members. ti ,• 7)A plate rating reduction, of 20%has been appliedriforthenge lumber members. t 8)Bearing at joint(s)B,F considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. -AlliP 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �G OREGON ��� B=189,F=189. /O "TY 14,20\ + 4/-RR I L\- e' EXPIRES: 12/31/2017 May 3,2017 t F 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 hill' 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 H&H Homes 171075 NO3 Scissor Structural 1 1 K3159423 -Trus-Way,Inc., Vancouver,WA 98668 Job Reference(national) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:28 2017 Page 1 ID:zLeYFjRjMpSHWYsoaA2HMWZKX80-L igLSgk_OapMkt010eYoelTvzTNQGBFJHXg7BzKFGX 11-0-01 5-10-0 1 11-2-12 1 16-7-82 1-0-0 5-10-0 5-4-12 5-4-12 1 5.- 510.0 1 1.0.0 5 I -0-0 0 4x6 I I Scale=1:49.5 D i 12 C�y 11111111161111 . 8.00 3x6 ' E3x 6� , ir j �M!I'1NMAi0I� II6x8= , lI ki r B 01,0.1111111111111111111111111111."- --"411111111111111111111140 F R 4.00 12 d 3x6% 3x6 1 5-10-0 1 11-2-12 1 16-7-8 1 22-5-8 5-10-0 5-4-12 5-4-12 5 10 0 1 Plate Offsets(X.Y)-- (B:0-0-14,Edgel.[F:0-0-14,Edgel.[N:0-1-9.0-1-01,[AB:0-1-9.0-1-01 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.13 I-J >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(TL) -0.34 I-J >781 180 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.29 F n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix-MS Wind(LL) 0.07 I-J >999 360 Weight:132 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G OTHERS 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) B=904/0-5-8,F=904/0-5-8 Installation guide. Max Horz B=189(LC 11) Max Uplift B=-189(LC 12),F=-189(LC 12) Max Gray B=1007(LC 2),F=1007(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2446/527,C-D=-1747/326,D-E=-1747/326,E-F=-2446/527 BOT CHORD B-J=-327/2063,I-J=-328/2075,H-I=-328/2075,F-H=-327/2063 WEBS D-I=-184/1494,E-I=-641/330,C-I=-641/330 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=140mph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. �(,r� PR Q.e 4)TCLL:ASCE 7-10;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat <G s roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 Aly �tJG NEF9 s�0 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs G 2 non-concurrent with other live loads. Q :9200 P E 17 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .41111., 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. yG OREGON �!v 11) Bearing at joint(s)B,F considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify /Q q3' 1 4,ZQqi '� .�.- capacity of bearing surface. �P 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ER R 1 L\„ B=189,F=189. EXPIRES: 12/31/2017 t May 3,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTekE 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 budding 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 ANSI/TPI1 QualityCriteria,OSB- Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 89 and BCSI Building Component 250ona g Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 SJ01 Jack-Open 5 1 K3159424 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:29 2017 Page 1 ID:zLeYFjRj WYsoaA2HMWzKX80-pAFCZnrMlKigztSCak9nLsZh9MvE9tkPYxHDfezKFGW 1 -1-0-0 I 1-10-3 1-11114 1-0-0 1-10-3 0-1-1 Scale=1:11.7 C 8.00 12 B o i 0IIIIijlIllIlIlli A .. 11111111 . D 2x4= I 1-10-3 1)11-4 1-10-3 0-1-1 LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) -0.00 G >999 360 Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 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 REACTIONS. (lb/size) B=141/0-5-8,D=18/Mechanical,C=37/Mechanical Installation guide. Max Horz B=75(LC 12) Max Uplift B=-56(LC 12),C=-19(LC 12) Max Gray B=159(LC 2),D=32(LC 5),C=43(LC 22) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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.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. `�,q,o) P R Fes 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. G� �tJG INE"-- S,0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)B,C. N./ 7i� '' 89200PE- <` -94. „/„.7 0- ON ��,¢ i0 9y 14,Zp -F. MFR R I L.\-- s2)‘'.- EXPIRES: 'PEXPIRES: 12/31/2017 May 3,2017 WARNING-Verily 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Job Truss Truss Type Qty Ply H&H Homes 171075 SJO2 Jack-Open 51 K3159425 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s Apr 13 2017 MiTek Industries,Inc. Wed May 3 09:40:30 2017 Page 1 ID:zLeYFjRjMpS H WYsoaA2HM WzKX8O-HNpbm7s_WdgXb11 P8Rg0t36sRmE5uK_YnbOmC4zKFGV -1-0-0 1-11-4 I 3-10-3 1-0-0 1-11-4 1-10-15 Scale=1:18.6 Io 8.00 12 u) N D 1 $1 B01111/ A ikA 3.00122 3x4 LOADING (psf) TCLL(root) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8130.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 G >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(TL) -0.01 D-G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) -0.00 D-G >999 360 Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) C=79/Mechanical,B=169/0-5-8,D=57/Mechanical Installation guide. Max Horz B=118(LC 12) Max Uplift C=-56(LC 12),B=-38(LC 12),D=-20(LC 12) Max Gray C=91(LC 22),B=191(LC 2),D=66(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 psf on overhangs non-concurrent with other live loads. 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 co will fit between the bottom chord and any other members. `av-- PROF/ 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. �Gj �tJGI NEF9 �'/0 8)Bearing at joint(s)B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify <� 2 capacity of bearing surface. 89200PE ter' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,B,D. i -TL OREGON 4/ /O '/I' 14,2C)N e'P+ EXPIRES: 12/311.2017 May 3,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. imu 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 t 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 is fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P Corona,250 Circle CA 92880 Job Truss Truss Type Qty Ply H&H Homes h71075 W01 Monopitch 5 1 K3159426 4 Trus-Way,Inc., Vancouver,WA 98668 Job Reference(optional) 8.110 s r 13 2017 MiTek Industries, 2017 Page 1 - ID:zLeYFjRjMpSHWYsoaA2HMWzKX80-HNpbm7s_WdgXb111P8Rg036mTmAlWed May 3OuK YnbOmC4zK GV I -1-0-0 7-0-0 - 1-0-0 7-0-0 l Scale:3/4"=1' C ' 4.00 F12 - H n N B Al A • 3x4 = D 7-0-0 7-0-0I Plate Offsets(X,Y)- [B:0-1-13,Edge] LOADING (psf) TCLL(roof) 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Snow(Pf/Pg) 20.8/30.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.10 D-G >822 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(TL) -0.29 D-G >288 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 B n/a n/a BCDL 10,0 Code IRC2012/TPI2007 Matrix-MP Wind(LL) 0.10 D-G >839 360 Weight:21 lb FT=20% LUMBER- TOP CHORD 2x4 DF No.1&etr G BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 REACTIONS. (lb/size) C=169/Mechanical,B=322/0-5-8,D=89/Mechanical Installation guide. Max Horz B=94(LC 14) Max Uplift C=-74(LC 14),B=-78(LC 14) Max Gray C=199(LC 19),B=360(LC 2),D=124(LC 7) 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)V(IRC2012)=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;B=45ft;L=24ft; eave=4ft;Cat.II;Exp B;enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever 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;Pr=25.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=30.0 psf(ground snow);Pf=20.8 psf(flat roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 20.8 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. ��\\EO P R QFes 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. ,Gj �NG►NE-k- u/°2 7)A plate rating reduction of 20%has been applied for the green lumber members. r 8)Refer to girder(s)for truss to truss connections. 17_._ 9)Refer to girder(s)for truss to truss connections. 89200 P E 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)C,B. -yG ,OREGON �lv� /O qy 14,2a' 'F MFRRIL\- 'e'EXPIRES: 12/31/2017 May 3,2017 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. ii 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 ANSIrrPl1 Quality Criteria,DSB-89 and BCSI Buildin Component Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 9 P 250 Klug Circle Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury irall Dimensions are in ft-in-sixteenths. ry Iik 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. C2-3 Q' 16 C1-2 2. Truss bracing must be designed by an engineer.For I' N wide truss spacing,individual lateral braces themselves Allirillitmay require bracing,or alternative Tor I 0 bracing should be considered. U A � U 3. Never exceed the design loading shown and never C! stack materials on inadequately braced trusses. O For 4 x 2 orientation,locate C7-8 c6_7 C5-6O 4. Provide copies of this truss design to the building plates 0- ,�' BOTTOM CHORDS designer,erection supervisor,property owner and from Outside 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 ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 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 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 10.Camber is a non-structural consideration and is the to slots.Second dimension is responsibility of truss fabricator.General practice is to 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 LATERAL BRACING LOCATION indicated are minimum plating requirements. 12.Lumber used shall be of the species and size,and Trusses are designedplanein all respects,equal to or better than that v Indicated by symbol shown and/or for wind loads in the of the specified. by text in the bracing section of the truss unless otherwise shown. output. Use T or I bracing 13.Top chords must be sheathed or purlins provided at if indicated. Lumber design values are in accordance with ANSI/TPI 1 spacing indicated on design. 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values BEARING established by others. or less,ifno ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings (supports)occur. Icons vary but 16.Do not cut or alter truss member or plate without prior =, reaction section indicates joint ©2012 MiTek®All Rights Reserved approval of an engineer. number where bearings occur. 17.Install and load vertically unless indicated otherwise. 1.---=-4 Min size shown is for crushing only. 1111111111111111 =� fo 18.Use of green or treated lumber may pose unacceptable Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal M19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and isnot pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. environmental,health or performance risks.Consult with sufficient. BCSI: Building Component Safety Information, iM'Tete' Guide to Good Practice for Handling, 20.Design assumes manufacture in accordance with Installing&Bracing of Metal Plate ANSI/TPI 1 Quality Criteria. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 ---r t—