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Plans (59) ®� / (22-0' 00/Xa �O S( SLA) Spegitiuyil MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 19529 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3656856 thru K3656864 My license renewal date for the state of Oregon is December 31,2017. ��EO P R Os/)( GlNE -5 -57 89200PE O yG 4,OREGON ,sl, �O -<//'' 14 2°� MER R 10- 0P tjelPi/e September 12,2017 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 ANSUTPI-1, Chapter 2. Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656856 19529 C04 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:13 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-V1fSOKZUjr0EY71HmSW MkzVpDeU775Zfg8A6eyekAq -1-6-0 6-3-5 j$12 12-11-8 1-6-0 6-3-5 0-5-7 6-2-12 REPAIR:EXTEND TRUSS 6"ON RIGHT END OF TRUSS AS SHOWN. Scale=1:28.0 7APPLY 2 X 6 X 8'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS 5x8 M18SHS\\ a ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oC 3x4 II LUS CLUSTERS IN AMOUNTS SHOWN IN 0.. 3 16 17 18 19 4 5 NOTE:STAGGER ALL NAILING TO PREVENT SPLITTING WOOD. �� Y 7 .00 12 . ,n 14 A 13 A 12 (2) 2 %/////A5,417// ill.%%i%� OM 1 ►/ 8 (3) 7 3x6= 1.5x4 I I (4) 5x6 =6 I 6-3-5 I 12-11.8 jr¢"FIELD EXTENSION 6-3-5 6-8-3 Plate Offsets(X,Y)- [2:0-3-3.0-1-81 LOADING (psf)0 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 3 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.08 8-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.13 8-11 >999 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:63 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 3-5:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=759/0-5-8,7=745/Mechanical Max Horz 2=194(LC 14) Max Uplift 2=-191(LC 14),7=-213(LC 14) Max Gray 2=1111(LC 30),7=829(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1170/169 BOT CHORD 2-8=-214/871,7-8=-217/864 WEBS 3-8=0/302,3-7=-997/250,4-7=-417/150 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 6-5-1,Exterior(2)6-5-1 to 10-8-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ñGIN EOPR3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangsnon-concurrent with other live loads. 2 5)Provide adequate drainage to prevent water ponding. 9 6)All plates are MT20 plates unless otherwise indicated. 89200PE r- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. w ye Q 10) Refer to girder(s)for truss to truss connections. ^p OREGON ,C(, 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 lb uplift at joint 2 and 213 lb uplift G 2/ 0`, D‘ X` at joint 7. /Q 14 2 4 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum As <6Q' sheetrock be applied directly to the bottom chord. FR R I 1-\' 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)50 lb down and 78 lb up at 6-9-0,145 lb down and 128 lb up at 8-0-12,and 154 lb down and 129 lb up at 10-0-12,and 108 lb down and 125 lb up at 12-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 LOAD CASE(S) Standard September 12,2017 i:antinilert on nage 2 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE 011-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not1111111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding 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 ANSVTPII Duality 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 r Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656856 19529 C04 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:13 2017 Page 2 ID:YI1Vo3Md93ty?1byEHb6AszT2s7-V1fSOKZUjr0EY71HmSW MkzVpDeU775ZfgBA6eyekAq LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=74,3-5=74,6-9=-20 Concentrated Loads(Ib) Vert:15=-15 16=-61 17=-70 19=-28 t ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NWTEK REFERENCE PAGE MI-7473 rev.10/032015 BEFORE USE. mmi 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656857 19529 C05 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:15 2017 Page 1 ID:YIIVo3Md93t1R1 byEHb6AszT2s7-RQnDROakFSHxnQBgttYSR92gg1 LebAgs6_dHBXyekAo I -1-6-0 I 6-3-5 -8-9 7-10-7 I 12-11-8 1-6-0 6-3-5 0-5-7 1-1-11 5-1-1 REPAIR:EXTEND TRUSS 6"ON RIGHT END OF TRUSS AS SHOWN. Scale=1:26.9 pAPPLY 2 X 6 X 8'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS 0.00, ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc 8x8 3x4 II PLUS CLUSTERS IN AMOUNTS SHOWN IN 0.. 3 5 APPLY 2 X 4 X 1'-6"DF NO.1&BTR SCAB TO SAME FACE OF TRUSS AS 2 X 6 SCAB.INSURE A TIGHT FIT.ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 4"oc.USE A 2"oc END DISTANCE. lrlldUIIIIIIIIIMIIIIIIIIIIIIIffl Ep. NOTE:STAGGER ALL NAILING 15 w TO PREVENT SPLITTING WOOD. 14 N I m 7.00 12 13 (2) A o m MI 1 „ 9 8 7 1.5x4 I I 3x6 = (3) (3) 6x6:-.-- ...---- 6" 6"FIELD EXTENSION 6-3-5 I 12-11-8 I 6-3-5 6-8-3 Plate Offsets(X,Y)- [2:0-3-3.0-1-8] LOADING (psf)0 O SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 3 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.07 9-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.12 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.34 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:65 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 3-6:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 3-8 WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=811/0-5-8,8=862/Mechanical Max Horz 2=233(LC 14) Max Uplift 2=-176(LC 14),8=-219(LC 14) Max Gray 2=1234(LC 30),8=1023(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1446/221 BOT CHORD 2-9=-386/1125,8-9=390/1118 WEBS 3-9=0/300,3-8=-1291/450,5-8=-431/149 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-10-7,Exterior(2)6-5-1 to 10-8-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,\� Ep P R OF�ss 3)Unbalanced snow loads have been considered for this design. i N E R •,4)This truss has been designed for greater of min roof live load of 20.0 paf or 1.00 times flat roof Ioad of 30.0 psf on overhangs �� F2non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 89200 P E l 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. •41.41"4111111 a.....m• 9)Refer to girder(s)for truss to truss connections. l OREGON !:r 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 219 lb uplift L �Ct X\ at joint 8. 11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /� AqY 1 4'20 Q� sheetrock be applied directly to the bottom chord. MFR RI L` 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 89 lb up at 7-10-11,77 lb down and 80 lb up at 8-0-12,and 154 lb down and 129 lb up at 10-0-12,and 161 lb down and 125 lb up at 12-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 LOAD CASE(S) Standard September 12,2017 Continued on oaoe 2 1 le WARNING-Verify design n 8 parameters and READ NOTES ON THIS AND INCLUDED IrgTEK REFERENCE PAGE 11I-7/73 rev.10/03/2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent budding 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 ANSUrPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656857 19529 C05 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:15 2017 Page 2 ID:YIVo3Md93tv?1byEHb6AszT2s7-RQnDROakFSWcnQBgttYSR92gg1LebAgs6_dHBXyekAo LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert:1-3=-74,3-4=-74,3-6=-74,7-10=-20 Concentrated Loads(lb) Vert:16=86 17=-70 19=-82 t I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED SITEK REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent 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 ANSIRPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 V Job Truss Truss Type Qty Pty 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 1(3656858 19529 C06 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:17 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-Npuzsic?m3Xf0kL3?IawXa883g1V33N9Z160FPyekAm I -1-6-0 I 6-3-5 1 3 I 9-0-2 12-11-8 1 1-6-0 6-3-5 O-5-7 2-3-6 3-11-6 REPAIR:EXTEND TRUSS 6"ON RIGHT Scale=1.291 END OF TRUSS AS SHOWN. APPLY 2 X 8 X 8'DE NO.1&BTR SCAB TO ONE FACE OF TRUSS F/ PLUS CLUSTEATTACH WITHRS INIAMOUNTS SHOWN IN(()).NAILS IN 2 ROWS SPACED AT 8"oc 8x8 i 3x4 H 3� 5 APPLY 2 X 4 X 1'-6"DF NO.1&BTR SCAB TO SAME FACE OF TRUSS �� AS 2 X 6 SCAB.INSURE A TIGHT FIT.ATTACH WITH(0.131"X 3") 15 4/111.111.111111111.1 NAILS IN 2 ROWS SPACED AT 4"oc.USE A 2"oc END DISTANCE. '' • w NOTE:STAGGER ALL NAILING 14 • TO PREVENT SPLITTING WOOD. 7.00 12 N 13 (2) M o 1/ 1 OM9 7 8 1.5x4 II (3) (3) 6x6 = 3x6 = I 6-3-5 l 9-0-2 l 12-11-8 1 6"FIELD EXTENSION 6-3-5 2-8-13 3-11-6 Plate Offsets(X,Y)- f2:0-3-3.0-1-8] TCLL 3 LOADING (psf)0 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.06 9-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.13 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:67 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 3-6:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G WEBS 1 Row at midpt 3-8 WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide, REACTIONS. (lb/size) 2=819/0-5-8,8=893/Mechanical Max Horz 2=258(LC 14) Max Uplift 2=-171(LC 14),8=-240(LC 14) Max Gray 2=1315(LC 30),8=1191(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1628/267 BOT CHORD 2-9=524/1293,8-9=-527/1286 WEBS 3-9=0/299,3-8=-1485/609,5-8=-477/196 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-0-2,Exterior(2)6-5-1 to 10-8-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=-30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ���a,N D P R pFFss 3)Unbalanced snow loads have been considered for this design. 5 G i N E R /O 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs , non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. . . 89200P E �r" 6)This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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. ill OREGON � at joint 8. <0 Y !:4" 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 2 and 240 lb uplift L , R 14,2O� Q+ 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum g sheetrock be applied directly to the bottom chord. •pVl -R R 10- 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)90 lb down and 89 lb up at 9-0-7,and 136 lb down and 113 lb up at 10-0-12,and 164 lb down and 125 lb up at 12-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 CLon�D CASE(S) Standard September 12,2017 ®WARNING-Verify Usage• • iiir• Ig parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE 5111-7172 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,D38-89 and BCSI BuildingComponent 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. P Corona,CA 92880 V Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656858 19529 CO6 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:17 2017 Page 2 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-Npuzsic?m3Xf0kL3?IawXa883q 1 V33N9ZI60FPyekAm LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3_4=74,36=74,7-10=20 Concentrated Loads(Ib) Vert:16=-45 17=62 19=-84 i it WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M7EK REFERENCE PAGE 1.1I-7079 rev.10/07!6075 BEFORE USE. Design valid for use only with MiTel�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 ANS9TPI1 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656859 19529 C07 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:19 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-JBOkGOdFIhnNG2VR6jdOc?DZbehrXxUR1 cbVKlyekAk 1 -1-6-0 1 5-0-12 1 9-8-7 1q-1-14 12-11-8 1 1-6-0 5-0-12 4-7-11 6-0 2-9-10 REPAIR:EXTEND TRUSS 6"ON RIGHT 5x8 \\ 3x4 11 Scale=1:36.1 END OF TRUSS AS SHOWN. jAPPLY 2 X 6 X 5'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS '' S 6 ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc 15 PLUS CLUSTERS IN AMOUNTS SHOWN IN().. �• r NOTE:STAGGER ALL NAILING TO PREVENT SPLITTING WOOD. II 1.5x4 214 41114111 7 3m � 7.00 112 yr 13 (2) 2 ' %//I` l,%///////////////413,5„-..a ER1 ►t 9 (3) (4) 8 7 3x6 i 3x4 = 3x6= _„...-- 6" 6"FIELD EXTENSION 1 9-8-7 1 12-11-8 1 9-8-7 3.3-1 Plate Offsets(X,Y)- [2:0-2-3.0-1-81 TCLL 3 LOADING (psf)0 0 SPACING- 2-0-0 CSI. DEFL- in (loc) 1/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.37 Vert(LL) -0.13 9-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.41 9-12 >373 180 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code IBC2015TTPI2014 Matrix-AS Weight:72 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied. 4-6:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=714/0-5-8,8=615/Mechanical Max Horz 2=284(LC 14) Max Uplift 2=-142(LC 14),8=-158(LC 14) Max Gray 2=1122(LC 30),8=705(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1194/128,3-4=-597/40 BOT CHORD 2-9=-282/964,8-9=-85/360 WEBS 3-9=-691/239,4-9=-29/537,4-8=-800/188 NOTES- 1)Wind:ASCE 7-10;Vu@=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-10-3,Exterior(2)9-10-3 to 12-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. /c,;&'\ 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangsnon-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. 89200 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 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. 4/P, ',.._...„... ...----_. 9)Refer to girder(s)for truss to truss connections. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 142 lb uplift at joint 2 and 158 lb upliftvoi CC at joint 8. y12,.. , OREGON 4/ 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /O -%11,.., 14 2.°N P+ sheetrock be applied directly to the bottom chord. MFR R I I-\- e' EXPIRES: 12/31/2017 September 12,2017 t I am, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED SBTEK REFERENCE PAGE MI-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/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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 1(3656860 19529 CO8 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co. Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:21 2017 Page 1 ID:YINo3Md93tv?1 byEHb6AszT2s7-Ga8Uh3fVgI15VLegD8fshQIvZRNJ?oRkUw4bOAyekAi 11-3-9 -1-60 I 5-0-12 I 9-8-7 11-1-114 i 12-11-8 i 1-6-0 5-0-12 4-7-11 5- 1-1-11 1-7-15 REPAIR:EXTEND TRUSS 6"ON RIGHT Scale=1:38.6 END OF TRUSS AS SHOWN. 5 5x8 \\ 3x4 II APPLY 2 X 8 X 5'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc 4 16 6 PLUS CLUSTERS IN AMOUNTS SHOWN IN().. 4..1111.111 APPLY 2 X 4 X 1.-6"DF NO.1&BTR SCAB TO SAME FACE OF TRUSS �. r .AS 2 X 6 SCAB.INSURE A TIGHT FIT.ATTACH WITH(0.131"X 3") NAILS IN 2 ROWS SPACED AT 4"oc.USE A 2"oc END DISTANCE. 15 NOTE:STAGGER ALL NAILING 1.5x4 u? TO PREVENT SPLITTING WOOD. . 3 n 7.00 12 ..� N 1 N 14 (2) 9 2 iiii a e7iiiioiuiiiuu 03FA y r•MIIIIIMINIIIIIIIIIIIIIMMINIIIIIIIIIIMIMMIV O1 eg ►� 8 10 (3) (4) 9 3x6 i 3x4 = 6x6= f ,....- 6" �6"F ELD EXTENSION I 9-8-7 I 12-11-8 I 9-8-7 3-3-1 Plate Offsets(X,Y)- 12:0-2-3.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.13 10-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.39 Vert(CT) -0.41 10-13 >372 180 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:74 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except` TOP CHORD Structural wood sheathing directly applied. 4-7:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=744/0-5-8,9=872/Mechanical Max Horz 2=322(LC 14) Max Uplift 2=-134(LC 14),9=-268(LC 14) Max Gray 2=1199(LC 30),9=1210(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1337/110,3-4=-757/19 BOT CHORD 2-10=-304/1084,9-10=151/512 WEBS 3-10=-654/231,4-10=25/518,4-9=1136/334,6-9=313/106 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 11-3-9,Exterior(2)9-10-3 to 12-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ��Ep P R OFFS 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs '� (.9.c:1 non-concurrent with other live loads. ,\5 IGNG N EFR X02 5)Provide adequate drainage to prevent water ponding. lV 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 89200 P E 9v----- 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. WI �' Q 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 2 and 268 lb uplift y OREGON at joint 9. G/ �9 ,\D X\ 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 2-° sheetrock be applied directly to the bottom chord. '`IR l 1 4' QjP 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. R R I LL 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 61 lb up at 11-3-14,and 149 lb down and 92 lb up at 12-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 LOAD CASE(S) Standard September 12,2017 S:nntinued on nane 2 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111111-i,. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656860 19529 C08 Roof Special 1 1 _Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:21 2017 Page 2 ID:YIIVo3Md93ty?1byEHb6AszT2s7-Ga8Uh3fVg115VLegD8fshQIvZRNJ?oRkUw4boAyekAi LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-74,4-5=-74,47=74,8-11=20 Concentrated Loads(Ib) Vert:18=-66 19=114 t t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ASTEK REFERENCE PAGE MI-7473 rev.10/032015 BEFORE USE. Design valid for use only with Mrek®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 ii 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,DS8-89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656861 19529 LO1 ROOF SPECIAL GIRDER 1 1 _Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:23 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-CyGE61glMvHpkfoCLZhKmr0ErF5mTnR1yEZT3yekAg -1-0-0 I 5-5-9 5-11-11 9-11-8 I 1-6-0 5-5-9 0-6-2 3-11-13 REPAIR:EXTEND TRUSS 6"ON RIGHT END OF TRUSS AS SHOWN. Scale=1:24.3 7x6= 3x4 II jj APPLY 2 X 6 X 8'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS 3 ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc 'i 4 PLUS CLUSTERS IN AMOUNTS SHOWN IN So.. 7 APPLY 2 X 4 X 1'-6"DF NO.1&BTR SCAB TO SAME FACE OF TRUSS ' 11_. AS 2 X 6 SCAB.INSURE A TIGHT FIT.ATTACH WITH(0.131"X 3") NAILS IN 2 ROWS SPACED AT 4"oc.USE A 2"oc END DISTANCE. NOTE:STAGGER ALL NAILING TO PREVENT SPLITTING WOOD. ili 7.00[ii- 9 9 SO MI rnE �n1I% Job Truss Truss Type Qty Ply 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656861 19529 L01 ROOF SPECIAL GIRDER 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:23 2017 Page 2 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-CyGE61gIMvHpkfoCLZhKmrOErF5mTnR1yEZiT3yekAg LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=74,3-5=-74,2-6=-20 Concentrated Loads(lb) Vert:7=-63(F)4=-195 12=-106 13=-173 15=-47(F)16=36(F)17=-58(F)18=58(F) t AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE NN-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656862 19529 L02 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:25 2017 Page 1 ID:YIIVo3Md93ty?1byEHb6AszT2s7-8LN?XRiOuXXX_zybSzkorGTWK3iL GKPY2pXyyekAe 1 -1-6-0 i 7-5-9 71T11-111 9 -11-8 1-6-0 7-5-9 OS-2 1-11-13 REPAIR:EXTEND TRUSS 6"ON RIGHT Scale=1:33.2 END OF TRUSS AS SHOWN. 5x8 M18SHS 7 APPLY 2 X 6 X 4'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS 3x8 = ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc zz PLUS CLUSTERS IN AMOUNTS SHOWN IN().. 3 4 5 APPLY 2 X 4 X 1'S"DF N0.1&BTR SCAB TO SAME FACE OF TRUSS 'P AS P2LX 6 SCAB.INSURE A TIGHT FIT.ATTACH WITH(0.131"X 3") 1 NAILS IN 2 ROWS SPACED AT 4"oc.USE A 2"oc END DISTANCE. 7.00 12 d NOTE:STAGGER ALL NAILING I TO PREVENT SPLITTING WOOD. 13 12 Al (2) o m 6 83x8 = (4) 7 (3) 3x8= 3x4 = 6"FIELD EXTENSION I 7-5-9 I 9-11-8 I 7-5-9 2-5-15 Plate Offsets(X,Y)- [2:0-5-4,0-1-8],[4:0-3-8,0-1-8],[8:0-3-8,0-1-81 LOADING (psf)0 0 TC SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.13 8-11 >881 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.52 Vert(CT) -0.26 8-11 >440 180 M18SHS 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:51 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G*Except` TOP CHORD Structural wood sheathing directly applied. 3-5:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers anduired cross bracing WEBS 2X4 DF Std G1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=583/0-5-8,7=614/Mechanical Max Horz 2=227(LC 14) Max Uplift 2=125(LC 14),7=-224(LC 14) Max Gray 2=923(LC 30),7=761(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=683/37,34=402/108 BOT CHORD 2-8=-108/408 WEBS 3-8=-541/245,4-8=-235/889,4-7=-823/241 NOTES- 1)Wind:ASCE 7-10;Vult=l4omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 7-5-9,Exterior(2)7-5-9 to 9-11-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ���ED P R oF�ss 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non concurrent with other live loads. �\Gj 0NOI NE' 9 > 5)Provide adequate drainage to prevent water ponding. 4 -9 6)All plates are MT20 plates unless otherwise indicated. 89200 P E f 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. •. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 9)A plate rating reduction of 20%has been applied for the green lumber members. -4111111.—. j� Q 10) Refer to girder(s)for truss to truss connections. y OREGON 4,Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 2 and 224 lb uplift G. 47 t Is,. at joint 7. 'Q .<4' 14 2.0 'i' 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /14 -RR �P sheetrock be applied directly to the bottom chord. ✓/FR R 0, 13) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)98 lb down and 99 lb up at 7-11-9,and 159 lb down and 135 lb up at 9-8-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. EXPIRES: 12/31/2017 LOAD CASE(S) Standard September 12,2017 �,ontinued on nacre 2 p I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NYTEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. — Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notNit 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 ANSVTPII 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656862 19529 L02 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:25 2017 Page 2 ID:Y11Vo3Md93tv?1 byEHb6AszT2s7-8LN?XRiOuXXX_zybSzkorGTVJK3iLAGKPY2pXyyekAe LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=74,3-5=-74,6-9=-20 Concentrated Loads(Ib) Vert:4=-102 14=-47 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,056.89 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 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT 19529 L03 K3656863 ROOF SPECIAL 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:27 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-4kVIy7kGQ8nEDG6aOmGxhYrusQEPZpdtsXwcgyekAc -1-6-0 9-11-11 7-5-9 9-103 9-11ry8 1-6-0 I 7-5-9 { 2-4-10 0-I!5 0.0.3 Scale=1:34.8 REPAIR:EXTEND TRUSS 6"ON RIGHT 5 END OF TRUSS AS SHOWN. 7 APPLY 2 X 8 X 4'OF NO.1&BTR SCAB TO ONE FACE OF TRUSS 4x12 i ATTACH WITH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc •x4 PLUS CLUSTERS IN AMOUNTS SHOWN IN el.. 3 4 •: APPLY 2 X 4 X 1,-6"DF NO.1&BTR SCAB TO SAME FACE OF TRUSS /� AS 2 X 6 SCAB.INSURE A TIGHT FIT.ATTACH WITH(0.131"X 3") ii NAILS IN 2 ROWS SPACED AT 4"oc.USE A 2"oc END DISTANCE. NOTE:STAGGER ALL NAILING 9 • TO PREVENT SPLITTING WOOD. 2 o5v v 7.00 FIT o5v \ 13ci (2) m T I ������ii��������������VJ A o a, 1 I/ 7 (3) 9 (4) 8 3x6 = 4x4= 3x6 II 7-5-9 I 9-11-8 p"•IELD EXTENSION 7-5-9 2-5-15 Plate Offsets(X,Y)-- [2:0-2-4.0-1-81 TCLL 3 LOADING (psf)0 0 SPACING- 2-0-0 CSI. DEFL. in (loc) UdeUd PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.11 9-12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.24 9-12 >494 180 BCLL 0.0 * Rep Stress Incr YES WB 0.52 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G"Except" TOP CHORD Structural wood sheathing directly applied. 3-6:2X6 DF SS G BOT CHORD Rigid ceiling directly applied. BOT CHORD 2X4 DF No.1&Btr G MiTek recommends that Stabilizers andbracing WEBS 2X4 DF Std G required cross be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=623/0-5-8,8=910/Mechanical Max Horz 2=283(LC 14) Max Uplift 2=-97(LC 14),8=-222(LC 14) Max Gray 2=974(LC 30),8=1123(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-813/0,3-4=539/187 BOT CHORD 2-9=179/537 WEBS 3-9=-822/408,4-9=390/1172,4-8=-1170/583 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-11-11,Exterior(2)7-5-9 to 9-11-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �EO P R OP4- 4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 s psf on overhangs S non-concurrent with other live loads. \CO �tJGINE- / 5)Provide adequate drainage to prevent water ponding. CO 9 O 2 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CC :92 00 P E �� 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. - Om 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 97 lb uplift at joint 2 and 222 lb uplift atII joint 8. "2.... , OREGON ,, &tV 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 112"gypsum /O 9)/ 4 2pN -� sheetrock be applied directly to the bottom chord. ,►I ,P 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MFR R I L�-• EXPIRES: 12/31/2017 September 12,2017 t _ I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED IMTEK REFERENCE PAGE MI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTeke 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 fret( fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII 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 Pty 19529 ANDERSON HOMES-LOT 8 CORBIN ESTAT K3656864 19529 L04 MONO TRUSS 6 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Sep 1 2017 MiTek Industries,Inc. Mon Sep 11 10:29:29 2017 Page 1 ID:YIIVo3Md93tv?1 byEHb6AszT2s7-16dWNoIWy11 ySaGMhpok06dFpgAutWKwKA00gjyekAa -1-6-01 55-3 9-11-8 1 1-6-0 5-5-3 4-6-5 REPAIR:EXTEND TRUSS 6"ON RIGHT END OF TRUSS AS SHOWN. Scale=1:37.2 3x4 II APPLY 2 X 6 X 6'DF NO.1&BTR SCAB TO ONE FACE OF TRUSS 4 5 ATTACH WTH(0.131"X 3")NAILS IN 2 ROWS SPACED AT 8"oc z/-L•PLUS CLUSTERS IN AMOUNTS SHOWN IN().. NOTE:STAGGER ALL NAILING 4dII TO PREVENT SPLITTING WOOD. 3x6 i...: iiiiiii01 3 9 7.00 12 N CD 12 (2) 2 O %//Ar////////////////////////%ilii.2 i 1 IMI MI 8 (3) (4) 7 6 3x4 = 1.5x4 II 3x6 I 5-5-3 I 9-11-8 1 6"FIELD EXTENSION 5-5-3 4-6-5 TCLL 3 LOADING (psf)0 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.02 8-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.16 Vert(CT) -0.06 8-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=575/0-5-8,7=473/Mechanical Max Horz 2=268(LC 13) Max Uplift 2=-126(LC 14),7=160(LC 14) Max Gray 2=593(LC 21),7=569(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-584/119 BOT CHORD 2-8=-217/446,7-8=-217/446 WEBS 3-7=-535/208 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially 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 17.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs `�Q�ED P R Ore, c,with other live loads. G I N E R s/O 5)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. r� N 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 2'9 will fit between the bottom chord and any other members. `2 89200P E 1---- 7)A plate rating reduction of 20%has been applied for the green lumber members. 8)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 126 lb uplift at joint 2 and 160 lb uplift at joint 7. ,_L� X-� 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsumMP sheetrock be applied directly to the bottom chord. 72, 47OREGON �f <0 �}' 14,2° tr 1 4 MRRlUN- 6P EXPIRES: 12/31/2017 September 12,2017 it a A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1111-7473 rev.10/03!2015 BEFORE USE Mrt 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 Frei(' 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 ANSVI1.11 Quality Criteria,DSB-89 and BCSt Building Component 250 Klug Circle Safety Information available from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury r�M Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See SCSI. TOP CHORDS 0'116" _�1B, 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves Cr! may require bracing,or alternative Tor I ��� .1_ O3. Never exceed the design loading shown and never Od stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 C8- C5-8t— designer,erection supervisor,property owner and plates 0- ' /'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably y protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that / Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design, if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, g or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. *I 1M reaction section indicates joint 17.Install and load verticallyunless indicated otherwise. number where bearings occur. Min size shown is for crushing only. MINIM,: 18.Use ofreen or treated lumber may y pose unacceptable =. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: hill ANSITTPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. e is not sufficient. BCSI: Building Component Safety Information, Fi1 '�� 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, lk ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015