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Plans (3) 13I Lib 4 1 Ave- 14ST2618-co2cy ITe' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 20849 20849 POLYGON NW-6373B-AMERICAN MODERN 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: K4528730 thru K4528768 My license renewal date for the state of Oregon is December 31,2019. ���EO PR OFF 74GINE4\9 89200PECC- ,,OREGON\t, 44/ /OM ' 14, Z° t �if April 20,2018 Baxter,David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSUTPI-1, Chapter 2. Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528730 20849 A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:08 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-jjJCfxSsJjQ4ns01_YV5ME3wgjgoGiwnHFW5N 1 zOm3f I1-0- 7-3-14 14-7-13 I 21-0-15 I 27-9-10 286-2 34-1-4 3412 1-0 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-10-2 0--8 3x4 II 3x4 II Scale=1:79.6 8x8 5.00 12 3x4 II 3x4 113x4 II 21 22 23 24 25 26 27 28 11161111 119 18 5x8 16 17 15 14 13 .. 12 • N u N , 9 10 B id 7 ii 6 3x4 = 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 3d 3x4 = I 7-3-14 I 14-7-13 I21-0-15 I 27-9-10 2 -2 34-1-4 3412 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-10-2 04-8 Plate Offsets(X,Y)- 114:0-3-0,0-3-01,122:0-2-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) -0.00 1 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.01 28 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC20151TP12014 Matrix-S Weight:353 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 22-28:2X6 DF SS G 2-0-0 oc purlins(6-0-0 max.):22-28. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X6 DF SS G WEBS 1 Row at midpt 16-41,17-40,18-39,19-38,20-37,21-36, OTHERS 2x4 DF Stud/Std 22-35,23-34,24-33,25-32,26-31,27-30 REACTIONS. All bearings 34-2-12. (Ib)- Max Horz 2=530(LC 14) Max Uplift All uplift 100 lb or less at joint(s)28,55,54,53,52,51,50,49,48,47,46,45,44,43,41,40, 39,38,37,36,35,34,33,32,31,30 Max Gray All reactions 250 lb or less at joint(s)29,28,2,55,54,53,52,51,50,49,48,47,46,45,44, 43,41,40,39,38,37,36,35,34,33,32,31,30 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-629/213,3-4=-574/186,4-5=-550/181,5-6=-519/169,6-7=-490/159,7-8=-460/149, 8-9=-430/138,9-10=-400/128,10-11=-371/117,11-12=-341/107,12-13=-311/97, 13-14=-281/86,14-15=-252/76 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 Comer(3)-1-0-0 to 2-8-0,Exterior(2)2-8-0 to 27-8-15,Corner(3)27-8-15 to 31-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,i),Ep PR OFF shown;Lumber DOL=1.60 plate grip DOL=1.60 '<(' GINE �% 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 SCJ N Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. � 2-v 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. C. $9200P E �' 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. "'40.511P r ' 6)Provide adequate drainage to prevent water ponding. . 7)All plates are 1.5x4 MT20 unless otherwise indicated. Q 8)Gable requires continuous bottom chord bearing. S7L ,�OREGON��1��(/ CC- 9)Gable studs spaced at 1-4-0 oc. '9y N 1' 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q 14 y p, 11) *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 p Qj will fit between the bottom chord and any other members. � rl R�I-`-- 12)A plate rating reduction of 20%has been applied for the green lumber members. 13) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28,55,54,53, EXPIRES: 12-31-2019 52,51,50,49,48,47,46,45,44,43,41,40,39,38,37,36,35,34,33,32,31,30. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. April 20,2018 IIIMIM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. till 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528731 20849 A01-CAP GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:09 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-BvtasHTV41 YwOOzEXFOKuRb3L7?R?BhwWvGfvTzOm3e I 3-5-0 I 5-11-10 I 3-5-0 2-6-10 4x4= Scale:3/4"=1' 2 10 7.00 12 1.5x4 I I iiMli1.5x4 I I 3 3x4 41 � 4 1 . 614&E, k,I I I —i a =' 3x6i 5 a 1.5x4 I 1.5x4 II ' Itiitil 1.5x4 II 3x4 I I I 3-5-0 I 5-11-10 I 3-5-0 2-6-10 Plate Offsets(X,Y)— 11:0-6-0,0-0-41,14:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 1-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2015/TP12014 Matrix-P Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 ac bracing. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 1-6-6 REACTIONS. (lb/size) 1=245/0-3-8,4=245/0-3-8 Max Horz 1=-53(LC 12) Max Uplift 1=55(LC 14),4=-48(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-270/72,2-4=-288/83 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 Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable studs spaced at 1-4-0 oc. 2E0 PR OFF 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ((,[` cS 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 NCO� ANG N��9 s/O will fit between the bottom chord and any other members. ?j 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. �� :9200 P E 9>� 7/... 4 OREGON �� ��� i4gy14, 9PP�' MFR R I U- EXPI RES: 12-31-2019 April 20,2018 i B 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 properly 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528732 20849 A02 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:10 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-f5Rz4dU7rLhnOAYQ5zXZRf89XXCYkQi4kZ?CRvzOm3d 1-0-4 7-3-14 I 14-7-13 I 21-0-15 I 27-9-10 281312 34-1-4 34- 12 1-0-0 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-10-2 0--8 5x8 \\ 3x4 II Scale=1:72.3 5.00 12 7 _ ; 27. 8 9 22 3x6 3x6% 6 3x4% 51.s `94 N <L . 21 sl d, 3x4 3 20 1 2 16 15 23 14 13 24 12 25 11 10 3x6 — 1.5x4 II 3x4 = 4x6 3x4= 3x6 = 5x8 = I 7-3-14 14-7-13 I 21-0-15 -•- •-.12 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-10-2 0-'-8 Plate Offsets(X,Y)— 12:0-0-6,0-0-01,17:0-3-8,Edae1.111:0-3-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.19 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.44 15-16 >925 180 TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.14 11 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:210 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied,except 7-9:2X6 DF SS G 2-0-0 oc purlins(10-0-0 max.):7-9. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-12,8-11,4-13 6-12,7-12,8-11,7-11:2x4 DF No.1&Btr 2 Rows at 1/3 pts 7-11 REACTIONS. (lb/size) 11=1448/0-1-12,2=1491/0-5-8 Max Horz 2=527(LC 14) Max Uplift 11=391(LC 14),2=-348(LC 14) Max Gray 11=1617(LC 30),2=1724(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3643/646,3-4=-2860/469,4-6=-2017/328,6-7=-1029/177 BOT CHORD 2-16=-1029/3313,15-16=-1029/3313,13-15=-728/2559,12-13=-472/1743, 11-12=-209/816 WEBS 6-12=-1533/438,7-12=-263/1387,8-11=-337/108,7-11=-1709/437,3-16=0/301, 4-15=-43/490,3-15=-840/328,6-13=-162/885,4-13=1110/348 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)-1-0-0 to 2-5-1,Interior(1)2-5-1 to 27-8-15,Exterior(2)27-8-15 to 31-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions Ep PROF shown; late 2)TCLL:ASCE 7r 0;Pf 125 0.60 p psf(flatp off snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,. , GiNEF9 s/O 3)Unbalanced snow loads have been considered for this design. ?j 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 25.0 psf on overhangs Z./ $9200 P E 91� non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide t t,„-x----------,. will fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. -v A_OREGON rt, 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 1.- -�/q Os,tk A5 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Q y 1 4 r 25 ,„., r" 11=391,2=348. MSR R ILti-V 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 sheetrock be applied directly to the bottom chord. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES. 12-31-2019 April 20,2018 I , AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10AI3I2015 BEFORE USE. Design valid for use only with MiTekdl connectors.This design is based only upon parameters shown,and is for an individual building component,not e a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTele ake 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528733 20849 A02-CAP KINGPOST 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:11 2018 Page 1 I D:hi P FTAkm_8 HQAG V9ASS W KjzO r?n-71_LHz UlcepeeJ7cfg2ozshPrxguT5ADzDIIzMzOm3c I 3-5-0 I 5-11-10 3-5-0 2-6-10 4x4= Scale:3/4"=1 2 6 7.00 I12 r, 3 3x4 N 4 I 1111111411 immumini ,/ 3x6i 5 1.5x4 II 3x4 II 3-5-0 I 5-11-10 3-5-0 2-6-10 Plate Offsets(X,Y)— 11:0 6 0,0 041,14:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.13 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 1-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 1-6-6 REACTIONS. (lb/size) 1=245/0-3-8,4=245/0-3-8 Max Horz 1=53(LC 12) Max Uplift 1=-55(LC 14),4=-48(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-270/72,2-4=-288/83 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 Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. t J PR Opec, 4.c• ,NGINEF9 9 :9200PE ' 7 4_OREGON Ix �� / lk14, 20 0- /1/ RILL EXPIRES: 12-31-2019 April 20,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI.7473 rev.10/03/2015 BEFORE USE. 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing NMI( MI is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y9„ R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528734 20849 A03 Common 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:12 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-bUYjVJVNNyxVFTipDOa1 W4DUELs_CJnNCtUJWozOm3b I1-0 2-5-8 8-4-14 I 14-7-13 1 21-0-15 I 27-9-10 281-3-2 34-1-4 34-2-12 0 1-0- 2-5-8 5-11-6 6-2-14 6-5-2 6-8-10 0-5-8 5-10-2 0--8 5x8 \\ 3x4 II Scale=1:73.0 5.00 12 8. e 27_. 9 10 r. 4x12 3x8 7 1.5x4i11I 5 <S 22 3x4 4 _.....00.00000000000000.........r 3x4%' liii i • °7 - 0 5x12 = 20 21 14x49= 17 16 15 14 24 13 25 12 11 d 5x8 M18SHS= 1.5x4 I I 5x6 = 3x8- 3x6= 5x8 = 2.75 12 5x12 = I 2-5-8 1 8-4-14 I 14-7-13 I 21-0-15 I 27-9-10 28. 2 34-1-4 34--12 2-5-8 5-11-6 6-2-14 6-5-2 6-8-10 0-5-8 5-10-2 0--8 Plate Offsets(X,Y)- f2:0-9-1,Edael,f8:0-3-8,Edael,112:0-3-8.0-2-81.F18:0-4-8,0-2-121,120:0-4-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.24 17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.52 18-19 >774 180 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.17 12 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:233 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied,except 8-10:2X6 DF SS G 2-0-0 oc purlins(10-0-0 max.):8-10. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 7-13,9-12,8-12 7-13.8-13,9-12.8-12:2x4 DF No.1&Btr REACTIONS. (lb/size) 12=1433/0-1-12,2=1570/0-5-8 Max Horz 2=525(LC 14) Max Uplift 12=-367(LC 14),2=-328(LC 14) Max Gray 12=1597(LC 30),2=1808(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4512/766,3-4=-3747/600,4-5=2996/455,5-7=-3041/582,7-8=-1017/164 BOT CHORD 13-15=-439/1718,12-13=-196/804,2-20=-1185/4133,19-20=-1193/4080, 18-19=-961/3425 WEBS 7-13=1510/404,8-13=237/1352,9-12=337/109,8-12=-1684/410,16-18=0/260, 5-18=-580/271,3-20=0/295,4-19=0/352,4-18=822/286,15-18=402/1479, 7-18=-431/1557,3-19=658/234 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)-1-0-0 to 2-7-4,Interior(1)2-7-4 to 27-8-15,Exterior(2)27-8-15 to 31-2-0 G` ..13 PR OFF zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions �4` SO shown;Lumber DOL=1.60 plate grip DOL=1.60 lwa`G,IN / 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,`'' j�j �2 3)Unbalanced snow loads have been considered for this design. 'V -S7 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 25.0 psf on overhangs (t :9200. 1 non-concurrent with other live loads. 4 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. , . r 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. In rt 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 OREGON 4/will fit between the bottom chord and any other members,with BCDL=10.Opsf. L- 2j r�� ,` o 4 9)A plate rating reduction of 20%has been applied for the green lumber members. 1)/ 14 2° `�•' , �,, 10) Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify � RRIt capacity of bearing surface. �` 't„ 11) Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 12=367,2=328. EXPIRES: 12-31-2019 13)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum April 20,2018 Contishattnmelohecallnlied directly to the bottom chord 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 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 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528734 20849 A03 Common 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:12 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-bUYjVJVNNyxVFTipD0a1 W4DUELs_CJnNCtUJWoz0m3b NOTES- 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11 t t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ;�Ml lek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPI1 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528735 20849 A03-CAP KINGPOST 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:13 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-3g65if .8G3MtdH?m55G2HmIKkMMx?gWQXEs2EzOm3a I 3-5-0 I 5-11-10 I 3-5-0 2-6-10 4x4= Scale:3/4"=1' 2 6 7.00 12• r1 3 3x4 N * 4 a I 1 I..A114111111 alr6 M. 3x6 i 5 1166.41111 0 1.5x4 II =' 3x4 II I 3-5-0 I 5-11-10 I 3-5-0 2-6-10 Plate Offsets(X,Y)— 11:0-6-0,0-0-41.14:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 1-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:21 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 1-6-6 REACTIONS. (lb/size) 1=245/0-3-8,4=245/0-3-8 Max Horz 1=-53(LC 12) Max Uplift 1=-55(LC 14),4=-48(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=270/72,2-4=-288/83 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 Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. �C a D PR OF,c- `0NGINEl9 /D se 2� :9200PE se_ 4/OREGON\b' /.0 /O q y 14, Z° `,�' ' RRIL0- EXPIRES: 12-31-2019 April 20,2018 t 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 �p a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528736 20849 A04 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:15 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASS WKjzOr?n-03Es7LYFgtJ46xROuW7k8ir?VY?LPiOpurjz77zOm3Y 1-0-0 7-3-14 I 14-7-13 21-0-15 1 27-9-10 281312 34-1-4 34-3i-12 1-0-0 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-10-2 0-`f-8 5x8 \\ 3x4 II Scale=1:72.3 5.00 12 8 _ 58_ 9 10 53 3x4 5x6% 4x8 % 6 • 3x4 3x4 i 51111 111111 5x12 %3x4 52 d" 3x6% :-4 3x8%3�� 4�,� 3I �'�S 1 2 'ill. II1I�'M 1,747.- .- . 7474 3x4 = 54 15 14 55 13 56 12 11 25 24 23 22 21 20 19 18 17 16 304 =3x4— 3x4 —_ 3x8 = 3x4= . .-- -t- -- t - .12 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-10-2 0-'-8 Plate Offsets(X,Y)— 12:0-2-0,Edoe1.15:0-1-12,0-2-01.(6:0-3-0,0-3-01,18:0-3-8,Edge1,112:0-3-8,0-1-81.129:0-1-13,0-0-121,[31:0-1-13,0-0-121.133:0-1-13,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.06 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.14 12-13 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.01 12 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC20157TP12014 Matrix-AS Weight:298 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied,except 8-10:2X6 DF SS G 2-0-0 oc purlins(10-0-0 max.):8-10. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 7-13,9-12,8-12,7-14 7-13,8-13,9-12,8-12:2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 14-5-8 except(jt=length)12=0-1-12. (Ib)- Max Horz 2=527(LC 14) Max Uplift All uplift 100 lb or less at joint(s)25,24,17 except 12=-235(LC 10), 21=-288(LC 14),16=-329(LC 14) Max Gray All reactions 250 lb or less at joint(s)25,24,23,22,20,19,18,17 except 12=915(LC 29),21=482(LC 30),16=1446(LC 30),2=260(LC 30),2=252(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-4=-290/108,5-7=-808/39,7-8=-574/71 BOT CHORD 13-14=-206/626,12-13=-115/400 WEBS 7-13=-372/161,8-13=-42/521,9-12=-337/109,8-12=-839/242,4-21=-473/290, 5-16=-1309/371,7-14=-345/135,5-14=-82/697 NOTES- nED PR ac 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; .`<(,`` Ls, MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-5-1,Interior(1)2-5-1 to 27-8-15,Exterior(2)27-8-15 to 31-2-0 NCo `~G'N 4. /O 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 '/ 9 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 e 89200 P E <' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. r 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ,// 4)Unbalanced snow loads have been considered for this design. 1111P • 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. OREGON �(/� 6)Provide adequate drainage to prevent water ponding. G - Nt* A. 7)All plates are 1.5x4 MT20 unless otherwise indicated. i0 '9Y 14, ZD P-{- 8)Gable studs spaced at 1-4-0 oc. A.r 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. jR R`L`• 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,with BCDL=10.Opsf. EXPIRES: 12-31-2019 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 at joint(s)12. April 20,2018 Continued on Daae 2 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. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTP11 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528736 20849 A04 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:16 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-U FoEKgYuRBRxk5?aSDezgwOAFyKa89ey7VSWfZzOm3X NOTES- 13) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,24,17 except(jt=lb)12=235,21=288,16=329. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Infonnation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528737 20849 A04-CAP KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:16 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASS WKjzOr?n-UFoEKgYuRBRxk5?aSDezgwOFayN38MQy7VSWtZzOm3X 3-5-0 I 5-11-10 3-5-0 2-6-10 4x4= Scale:3/4"=1' 2 6 7.00 12 r, 3 3x4 4 1IMm=I 3x6 i 6.4 '/ 1.5x4 II =' 3x4 II 3-5-0 5-11-10 I 3-5-0 2-6-10 Plate Offsets(X,Y)— 11:0-6-0,0-0-41,14:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 1-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-P Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 1-6-6 REACTIONS. (lb/size) 1=245/0-3-8,4=245/0-3-8 Max Horz 1=-53(LC 12) Max Uplift 1=-55(LC 14),4=-48(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-270/72,2-4=-288/83 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 Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. ,(<<")ED PR OFt ss ��`� Nc,INEc9 /o29r 89200PE L OREGON \`'s /O 4k 14, 2 P4 MFRRILL sa) EXPIRES: 12-31-2019 April 20,2018 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. 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 far 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/7PII Quality Criteria,DSB-89 and BCSI Building Component 250104 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528738 20849 A05 Roof Special 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:18 2018 Page 1 ID:hiPFTAkm 8HQAGV9ASSWKjzOr?n-QevIMa8zohfz09yZegRILTShcyCc43FapxdjSzOm3V (I QQ ��II--O0--QQ 3421-12 1-011 7-6-8 I 5-5-8 11-00' 19-11-7 1 25-10-1351-7I 31-10-45-11-71343-00--8 5x6 % 3x4 = Scale=1:85.0 5.0012 9 10 11 28 29 3x8 8 3x4 I I 27 • N 6 7 N _ N dr 4x12 - di o5- 3.00 r12— 3x4 I 4 5 N 3x4 a� 3 25:1001111111111 1 I- -- 17 16 14 13 21 20 19 30 15 31 12 6x6 = 4x4 = 3x4= 3x8 = 3x4= 3x6= 1.5x4 I I 3x4 =1.5x4 = 14-2-12 7-6-8 13-0-0 1 19-11-7 25-10.13 27-9-0 34-1-4 34 12 1 768 1 5-5-8 1 5811 1 5-11-7j1-1oJ 1 6-4-4 a e 0-2-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.13 21-24 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.31 21-24 >552 180 TCDL 7.0 Rep Stress Ina YES WB 0.75 Horz(CT) -0.01 13 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MS Weight:221 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr*Except* TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins, 9-11:2X6 DF SS G except end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5,7-17, BOT CHORD 2x4 DF No.1&Btr 9-11. Except: WEBS 2x4 DF Stud/Std*Except* 6-0-0 oc bracing:5-7 10-14,10-13,9-14:2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:16-17. WEBS 1 Row at midpt 8-16,8-14,10-13,9-14,5-8 JOINTS 1 Brace at Jt(s):5 REACTIONS. (lb/size) 17=1651/0-5-8,2=586/0-5-8,13=799/0-1-12 Max Horz 2=586(LC 14) Max Uplift 17=-472(LC 14),2=154(LC 10),13=-234(LC 11) Max Gray 17=1883(LC 34),2=676(LC 36),13=914(LC 39) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1259/104,3-4=-452/255,4-5=-532/498,5-17=-1354/349,5-7=388/302, 8-9=-587/74,9-10=386/124 BOT CHORD 2-21=-365/1185,20-21=-365/1185,16-17=-494/133,14-16=236/565 WEBS 3-21=0/294,8-14=267/177,10-14=250/793,18-20=-79/497,4-18=80/463, 3-20=-1315/362,4-17=-846/273,10-13=844/313,9-14=-347/225,5-16=-355/913, 5-8=-778/0 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2paf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; ,W)MWFRSPROF•4S (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-5-1,Interior(1)2-5-1 to 14-1-12,Exterior(2)13-0-0 to 31-0-5, �( L), Interior(1)31-0-5 to 34-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces C3 GINE / &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �N 9 �2 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 Q�J 9� 3)Unbalanced snow loads have been considered for this design. 89200 P E 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 25.0 psf on overhangs tf non-concurrent with other live loads. ,.. .« ' 5)Provide adequate drainage to prevent water ponding. r'*" �" 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CO 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 A_OREGON l(/� will fit between the bottom chord and any other members,with BCDL=10.Opsf. -/ "� .��` 8)A plate rating reduction of 20%has been applied for the green lumber members. )' 74, 2O � °M 9)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. p 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �rT iL'- P 17=472,2=154,13=234. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXPIRES: 12-31-219 April 20,2018 4 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528739 20849 A05-CAP KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:18 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Qev_IMa8zohfz09yZegRILTb413XcFvFapxdjSzOm3V I 3-5-0 5-11-10 I 3-5-0 2-6-10 4x4= Scale:3/4"=1' 2 6 7.00 12 r, 3 3x4 4 1 /1111111 r �I 3x6 i 5 =' 1.5x4 II 3x4 II I 3-5-0 I 5-11-10 I 3-5-0 2-6-10 Plate Offsets(X,Y)— (1:0-6-0,0 041.14:0 2-0,0 0-5� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.00 1-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 1-5 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-P Weight:21 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 5-11-10 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std 1-6-6 REACTIONS. (lb/size) 1=245/0-3-8,4=245/0-3-8 Max Horz 1=-53(LC 12) Max Uplift 1=-55(LC 14),4=-48(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-270/72,2-4=-288/83 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 Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. `<j\Ep P R OFFS, c.. 2 %NGINEF9 io9 9200P -- < 57, 4-/6-.7,41 OREGON� ,4/ 14, 20 P;:- ' RRIL\- EXPIRES: 12-31-2019 April 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ,: a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528740 20849 A06 Monopitch Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:20 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSVVKjzOr?n-M011A2b0VPxNDLILh3jvrm7_zf2mW48rY17QkoKzOm3T 1 29-4-4 291-12 29-4-4 0-1'-8 24 5.00 12 2 Scale=1:68.7 2011: 19 18 3x4 t7 1516 14 13 0; 12 r- 11 N B 9 1 D .1 ,1 6 7 5 4 3 1 '�I.N�NI 3x4 = 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 5x6= 1 Plate Offsets(X,Y)- 133:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.01 24 n/a n/a BCLL 0.0 * Code IBC2015fTP12014 Matrix-S Weight:278 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X6 DF SS G WEBS 1 Row at midpt 22-27,21-28,20-29,19-30,18-31,17-32, OTHERS 2x4 DF Stud/Std*Except* 16-33,23-26 22-27,21-28,20-29:2x4 DF No.1&Btr REACTIONS. All bearings 29-5-12. (Ib)- Max Horz 1=552(LC 14) Max Uplift All uplift 100 lb or less at joint(s)24,33,27,28,29,30,31,32,34,35,36,37,38,39,40,41, 42,43,44,45,46,26 Max Gray All reactions 250 lb or less at joint(s)24,33,25,27,28,29,30,31,32,34,35,36,37,38,39, 40,41,42,43,44,45,46,1,26 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-678/231,2-3=-615/200,3-4=-595/197,4-5=-563/186,5-6=-534/175,6-7=-504/165, 7-8=-474/155,8-9=-444/144,9-10=-414/134,10-11=-385/124,11-12=-355/113, 12-13=-325/103,13-15=-296/93,15-16=265/82 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 Comer(3)0-0-0 to 2-9-12,Exterior(2)2-9-12 to 29-5-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate Gt1 p PR grip DOL=1.60 `• O��ss 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 �Gj AGI NEF O Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 9 2 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 91� 4)Unbalanced snow loads have been considered for this design. • 89200 P E' 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. • 7)Gable studs spaced at 1-4-0 Cc. /, 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q (40. `' Q 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 OREGON 4/will fit between the bottom chord and any other members. L 2j N� .`, 10) A plate rating reduction of 20%has been applied for the green lumber members. <O '4 ' 14, Z. �+" 11) Bearing at joint(s)24 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify M capacity of bearing surface. FR R 11-N^ 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)24,33,27,28, 29,30,31,32,34,35,36,37,38,39,40,41,42,43,44,45,46,26. EXPIRES: 12-31-2019 April 20,2018 1 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/TPM Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Torso Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528741 20849 A07 Jack-Closed 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:21 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-gDb7NOc0Fj3EgsuXEnE8Nz5_yzzlpRlhGnAHKnzOm3S 1 6-8-11 I 13-1-14 1 19-7-1 I 26-3-12 6-8-11 6-5-3 6-5-3 6-8-11 5.00 I 6 7 Scale=1:71.3 3 3x4% 16 5 3x4 15 3x4% 4 o 4X4 3 r r; N i 2 3x6 II 14 1 y n t- [1 13 12 17 18 11 10 19 98 3x6 = 3x4 = 3x4= 3x4 = 4x8 1 8-10-7 I 19-7-1 1 26-3-12 I 8-10-7 10-8-10 6-8-11 Plate Offsets(X,Y)— f9:0-2-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.32 10-12 >967 240 MT20 220/195 (Roof Snow 25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.75 10-12 >413 180 TCDL 7.0 Rep Stress Ina YES WB 0.72 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:168 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-9,2-13,3-10,5-9 6-9:2X6 DF SS G REACTIONS. (lb/size) 13=1084/Mechanical,9=1114/0-1-12 Max Harz 13=582(LC 11) Max Uplift 13=-249(LC 14),9=-388(LC 14) Max Gray 13=1122(LC 20),9=1377(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-266/147,1-2=-259/102,2-3=-1516/372,3-5=-810/251,6-9=-349/184 BOT CHORD 12-13=628/1397,10-12=-469/1107,9-10=-298/673 WEBS 2-13=1454/277,3-12=-92/436,3-10=-657/336,5-10=-151/786,5-9=-1168/395 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-3-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. �C oto PR Op . 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 ,, NG II FF /O will fit between the bottom chord and any other members,with BCDL=10.0psf. , 6)A plate rating reduction of 20%has been applied for the green lumber members. ' 9 7)Refer to girder(s)for truss to truss connections. :9200 P E �'" 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)9. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 13=249,9=388. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 71.- OREGON I, L<O'Li4 j- 7 4 2.0\ M � RR►I- EXPIRES: 12-31-2019 April 20,2018 t t A 11 N WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. IDesign 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528742 20849 A08 Jack-Closed 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:22 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-JP9VbkdeOl B4SOTkoUINwBe9iNJYYxWrVRvrsDzOm3R 6-8-6 6-8r11 13-1-14 I 19-6-2 19 -1 26-2-8 6-8-6 0-05 6-5-3 6-4-4 0415 6-7-7 5.00 12 6 7 Scale=1.68.1 3‘..„,,. 3x4 16 3x4 % 155 3x4% 4 a� • ,9 4x4 2 17\ 14 3x6 1100000001.....I 1 V I- 13 12 17 18 11 10 19 g8 3x6 = 3x4 = 3x4 = 3x4 = 4x8= 8-10-7 1982 19 -1 25-8-12 2 8-10-7 I 10-7-11 0-0-15 6-1-11 0124 Plate Offsets(X,Y)-- 19:0-2-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.32 10-12 >964 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.75 10-12 >413 180 TCDL 7.0 Rep Stress lncr YES WB 0.53 Horz(CT) 0.05 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:167 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-9,2-13,3-10,5-9 6-9:2X6 DF SS G,5-9:2x4 DF No.1&Btr REACTIONS. (lb/size) 13=1080/Mechanical,9=1110/Mechanical Max Horz 13=580(LC 11) Max Uplift 13=-248(LC 14),9=-386(LC 14) Max Gray 13=1118(LC 20),9=1371(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-266/147,1-2=-258/102,2-3=-1507/370,3-5=-800/249,6-9=-342/182 BOT CHORD 12-13=-625/1390,10-12=-466/1099,9-10=-295/664 WEBS 2-13=1446/275,3-12=92/438,3-10=-658/337,5-10=-152/786,5-9=1166/394 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 26-2-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. ‘2,0 P R OFF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N4.,,u6')/0*C�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 Gj will fit between the bottom chord and any other members,with BCDL=10.Opsf. C? 0,0 O?j 6)A plate rating reduction of 20%has been applied for the green lumber members. �l 89200 P E v9� 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)except(jt=lb) ,.-- 13=248,9=386. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum 1 sheetrock be applied directly to the bottom chord. OREGON �cr 71- /O l k 14, 223 11- 4 MFRR ILN- EXPIRES: 12-31-2019 April 20,2018 i , 1 maw AWARNING-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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 Quality Criteria,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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528743 20849 A09 Jack-Closed 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:22 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzORn-JP9Vbkde01 B4SOTkoUINwBe9rNPIY?7rVRvrsDzOm3R 6-11-0 I 13-10-0 I 6-11-0 6-11-0 Scale=1:68.1 3 4 5.001 3,-�, 11 3x4% 10 2 6LN 3x6 1 ul 7:1 /1/1/MLNIMMENNI/MiNIM/MIMEN" I' ter, - 8 12 7 13 65 3x4 II 3x4 = 5x6 = I 6-11-0 I 13-10-0 I 6-11-0 6-11-0 Plate Offsets(X.Y)- 16:0-1-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.06 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(CT) -0.12 7-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT) -0.01 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:113 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 3-6,2-7,2-6 3-6:2X6 DF SS G REACTIONS. (lb/size) 8=560/Mechanical,6=590/Mechanical Max Horz 8=549(LC 11) Max Uplift 8=-129(LC 14),6=-331(LC 11) Max Gray 8=702(LC 24),6=695(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-584/282,1-2=-404/131,2-3=-252/210,3-6=-287/207 BOT CHORD 7-8=-666/577,6-7=-397/465 WEBS 1-7=172/481,2-6=-500/425 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 13-10-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. \:1/4..p PR OFF 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. G�N Ln 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 c.,.<(' T will fit between the bottom chord and any other members,with BCDL=10.Opsf. CJ\ N �A- 6)A plate rating reduction of 20%has been applied for the green lumber members. �� 89200 P E v�� 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)except(jt=Ib) 8=129,6=331. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 10CC 74. 'I./OREGONtot S L/02i•''4• 2,0 MFR R I I-\- e) EXPIRES: 12-31-2019 April 20,2018 ,_...-4£.0......"",1011111111.1 s 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 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528744 20849 All Jack-Closed 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:23 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-nbjto4eHnKJx492wMCGcSOA10mdtHKO_k5fOPfzOm3Q I 7-0-2 I 13-8-12 I 20-5-6 I 27-5-8 I 7-0-2 6-8-10 6-8-10 7-0-2 5.0012 8 7 Scale=1:68.1 3 ems: 16 3 3x4 x4 15 5 4 c� 3x4 3 us 7r 4x4 2 \ ..1, 14'./ axs 11 1 r n 13 12 17 11 18 10 19 9 8 3x6= 3x4 = 4x6= 3x4 = 4x8= I 9-3-0 1 20-5-6 I 27-5-8 I 9-3-0 11-2-6 7-0-2 Plate Offsets(X,Y)— 19:0-2-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.36 10-12 >891 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.70 Vert(CT) -0.88 10-12 >367 180 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.06 9 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:170 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 6-9,3-10,5-9,2-13 6-9:2X6 DF SS G REACTIONS. (lb/size) 13=1132/Mechanical,9=1162/Mechanical Max Horz 13=583(LC 11) Max Uplift 13=-265(LC 14),9=-400(LC 14) Max Gray 13=1172(LC 20),9=1439(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-346/171,1-2=439/151,2-3=-1766/422,3-5=-884/257,6-9=-367/190 BOT CHORD 12-13=-656/1686,10-12=-486/1259,9-10=-305/748 WEBS 2-12=-257/262,3-12=-103/541,3-10=-738/361,5-10=-151/830,5-9=-1244/412, 2-13=-1545/294 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)0-1-12 to 3-1-12,Interior(1)3-1-12 to 27-5-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ckEp PR OFF 3)Unbalanced snow loads have been considered for this design. (� 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Co� , I NFF9 s/0 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 ( v will fit between the bottom chord and any other members,with BCDL=10.Opsf. '/ 6)A plate rating reduction of 20%has been applied for the green lumber members. :9200 P E P� 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)except(jt=lb) .,jj_ 13=265,9=400. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 4-,OREGON ktx kj /O 14, 2� +1,7- MRRIU- EXPIRES: 12-31-2019 April 20,2018 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 MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITP11 Quality Criteria,DSB-89 and 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528745 20849 Al2 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:25 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-j_reDlfXJyafJTBJTc14YpGh9aK IH9HBP8VTYz0m30 I 7-0-2 13-8-12 I 20-5-6 I 27-5-8 7-0-2 6-8-10 6-8-10 7-0-2 5.00 12 22 23 24 Scale=1:74.1 21001 1 �I 20 456� 17 19 �,-e` 's 36 3x6 16 56 i� �� 15 ( 3 r 14 ' 13. 3 Jolt 3x6 12:01110. 2 is •� 34 y 3,6 m ; 9 10 11:del : ti' 3x6 • Ix6 I I y _ 4x6 II e Igi" 6 751 ��y,. � ^ : I 5x6 � 3x6 I 5 ' I� 3x8 II 3x6 113x6 II 4x4 112 3 ,5' y i,P0''• x6 I I 3x8 I 3231 30 3x6 I 29 57 5828 27 59 26 25 4x4 II 3x6= 3x4 = 4x6 = 3x4 = 3x12 = I 9-3-0 I 20-5-6 I 27-5-8 I 9-3-0 11-2-6 7-0-2 Plate Offsets(X,Y)- 115:0-1-14,0-0-01,116:0-2-8,0-2-41,116:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.26 27-29 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.82 27-29 >367 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.06 26 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:243 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 23-26,27-33,26-34 23-26,35-36,30-35:2X6 DF SS G JOINTS 1 Brace at Jt(s):33,34,37,39,43,48,50,52 OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 32=396/2-8-8,26=1082/Mechanical,30=1230/2-8-8,31=-414/2-8-8 Max Horz 32=583(LC 11) Max Uplift 26=352(LC 14),30=-453(LC 14),31=-611(LC 14) Max Gray 32=751(LC 14),26=1359(LC 20),30=1258(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-32=-426/149,1-2=-542/216,2-3=-427/200,3-4=-374/143,4-5=-363/154, 5-6=343/143,6-7=325/137,7-8=-295/119,8-9=276/112,9-10=-258/105, 18-19=-268/137,26-36=-385/183,23-36=-325/262 BOT CHORD 31-32=-508/509,30-31=-508/509,29-30=-609/1962,27-29=-439/1389,26-27=239/795 WEBS 29-51=-297/228,29-33=-70/578,27-33=-759/360,27-34=-105/709,26-34=-1223/376, 30-54=-1933/850,53-54=-1939/845,52-53=-1905/823,51-52=-1879/805, 50-51=-1751/709,49-50=-1724/690,48-49=-1698/672,47-48=-1674/655, 33-47=-1636/629,33-46=-851/492,45-46=-820/465,44-45=-806/453,4344=791/439, 42-43=-777/426,34-42=756/408,3441=-383/384,40-41=-389/412,39-40=-391/425, 38-39=-399/439,37-38=419/459,36-37=-410/426,3-30=302/150,2-31=60/293 'RO PR OFF •NOTES- C,' 1 GINE'&.., /O 1)Wind:ASCE 7-10;Vult=14Omph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; v 'T ?j MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 27-5-8 zone;cantilever left and right �/ "9 exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate 89200P E I-- grip grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry . ^ - Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. S! 4 OREGON 4, 5)All plates are 1.5x4 MT20 unless otherwise indicated. L \t` 6)Gable studs spaced at 1-4-0 oc. /O '4I)' 14, 2° P-1- 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. M 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 eR A(*,,_\. will fit between the bottom chord and any other members,with BCDL=10.Opsf. 9)A plate rating reduction of 20%has been applied for the green lumber members. EXPIRES: 12-31-2019 10) Refer to girder(s)for truss to truss connections. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) April 20,2018 Cont51 Bels41S8 31=611 1 f -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/01/2015 BEFORE USE. , Design valid for use only with Mira®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel(' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528745 20849 Al2 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:25 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-j_reDlfXJyafJTBJTc14YpGh9aKIH9HBP8VTYzom30 NOTES- 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. t t 1111011= 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 Ml lake 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528746 20849 B01 GABLE 1 1 3x4 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:27 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-fNyOeRhnrzgNZnLhb1 LYdEL3606JDJNaeidcYQzOm3M 1-0- 29-9-4 I 34-3-12, I -0 29-9-4 4-6-8 4x4= Scale=1:77.5 5.00 12 23 24 25 4x6 21 26 55 27 20 28 16 17 18 19 15 13 14 12 9 10 11 8 ,11 6 6 1111 4 111 3x4= 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 5x6 = 4x6 = I 34-3-12 I 34-3-12 Plate Offsets(X,Y)- 140:0-3-0,0-3-01 TCLLLOADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.49 Vert(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) -0.01 28 n/a n/a BCDL 10.0 Code IBC2015ITPI2014 Matrix-S Weight:332 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 27-29,24-32,23-33,22-34,21-35,20-36, 19-37,18-38,17-39,25-31,26-30 REACTIONS. All bearings 34-3-12. (Ib)- Max Horz 2=514(LC 13) Max Uplift All uplift 100 lb or less at joint(s)32,33,34,35,36,37,38,39,40,41,42,43,44,45,46,47, 48,49,50,51,52,31,30 except 28=248(LC 10),29=299(LC 13) Max Gray All reactions 250 lb or less at joint(s)29,2,32,33,34,35,36,37,38,39,40,41,42,43,44, 45,46,47,48,49,50,51,52,31,30 except 28=315(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-693/332,3-4=-629/300,4-5=-610/298,5-6=-578/286,6-7=-548/276,7-8=-519/266, 8-9=-489/256,9-10=459/245,10-11=-429/235,11-12=399/224,12-13=-370/214, 13-15=340/204,15-16=310/193,16-17=281/183,17-18=-251/173,20-21=-191/257, 21-22=-202/287,22-23=-215/320,23-24=-215/335,24-25=-214/326,25-26=-208/289, 26-27=-232/277 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 Comer(3)-1-0-0 to 2-5-3,Exterior(2)2-5-3 to 29-9-4,Comer(3)29-9-4 to 33-2-7 zone; ��4E0 PR Opt, 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 �Co NG�NEF /O 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 9 2 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4/ 9 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 89200PE ''" 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. CI 7)Gable requires continuous bottom chord bearing. y7 OREGON ,(/� 8)Gable studs spaced at 1-4-0 oc. G ,�� 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /Q4).- y 14, 4- Q+ 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 /4 ark will fit between the bottom chord and any other members. "��R R l L`• 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)32,33,34,35, 36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52,31,30 except(jt=lb)28=248,29=299. EXPIRES: 12-31-2019 April 20,2018 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 WWI(' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528747 20849 B02 Common 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:29 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-b14837i1 NA45o4V4iSN0ifQPDBhOh2vt606icJzOm3K I1 7-11-3 15-2-8I 22-5-14 29-9-4 I 34-3-12 1-0 7-11-3 7-3-6 7-3-6 7-3-6 4-6-8 4x6 I I Scale=1:75.5 5.00 12 21 7 22 4x6 D444441411.444.44.24,3,2 J 20 8 3x6 239 3x4 3x4 5 N. d 1.5x4 \\ 0 3 _....ii1i9iiiidk\ \ 1 2 15 24 25 14 13 26 27 12 2829 11 10 3x4= 3x4 =3x4 = 4x4= 3x6= 5x6= I 8-11-15 I 17-4-0 I 25-8-2 34-3-12 1 8-11-15 8-4-2 8-4-2 8-7-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.19 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.33 14-15 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.07 11 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:200 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std`Except' WEBS 1 Row at midpt 6-12,7-12,8-11,7-11 7-12,8-11,7-11:2x4 DF No.1&Btr REACTIONS. (lb/size) 11=1452/0-2-12,2=1495/0-5-8 Max Horz 2=513(LC 13) Max Uplift 11=387(LC 14),2=-392(LC 14) Max Gray 11=1514(LC 2),2=1495(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2993/754,3-4=-2867/800,4-6=-1923/583,6-7=-1036/410,7-8=-245/282, 8-11=-257/228 BOT CHORD 2-15=-886/2712,14-15=-631/1922,12-14=-445/1211,11-12=-255/445 WEBS 3-15=-480/316,4-15=-294/914,4-14=-775/404,6-14=316/1040,6-12=-1101/521, 7-12=-430/1406,7-11=-1324/479 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)-1-0-0 to 2-5-3,Interior(1)2-5-3 to 29-9-4,Exterior(2)29-9-4 to 33-2-7 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ���0) PR OFFtscS' 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �`O'NEZ- /O non-concurrent with other live loads. ,7 2 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �/ 9 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• will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. • 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) O . 11=387,2=392. CC- 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum OREGON , 4, sheetrock be applied directly to the bottom chord. 71- 4 N- 6. 'O 1y 14, 2.0 V` 4161R11.\-- EXPIRES: 12-31-2019 April 20,2018 I. 1 ita— AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. „ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528748 20849 B03 GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:33 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-UWJs MYRPaXHiprxISysVb?to4OdvuT1e4w14zOm3G 431 7-3-14 I 14-7-13 I 21-0-15 27-9-10 280-1 34-0-4 3411-0 -0-0 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-9-3 0-0-12 8x8= 3x4 I I Scale=1:73.3 5.0012 7 8 89 80 Eil - - 79 3x4 8x8 6 1111: .1. ILIII 3x4 5 784 101 i�`".11111!!�t„= a1 !a 21 3x4 3 ..4 ., 1 1N1M•N�. MOk. i 16 15 81 14 t3 82 12 83 11 10 3x8= 3x4= 4x6 3x4 = 4x6= 6x6 = I 7-3-14 I 14-7-13 I 21-0-15 I 27-9-10 28-7x1 34-0-4 3411-0 7-3-14 7-3-14 6-5-2 6-8-10 0-5-8 5-9-3 0-0-12 Plate Offsets(X,11— 12:0-4-2,0-1-81,17:0-3-4,0-2-71,117:0-1-8,0-1-81,119:0-1-8,0-1-81,f20:0-1-15,0-1-81,132:0-1-13,0-0-121,135:0-1-13,0-0-121,138:0-1-13,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.20 15-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(CT) -0.46 15-16 >878 180 TCDL 7.0 Rep Stress Incr NO WB 0.62 Horz(CT) 0.16 11 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:772 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied,except 7-9:2X6 DF SS G,1-5:2x4 DF No.1&Btr 2-0-0 oc purlins(6-0-0 max.):7-9. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2X6 DF SSG*Except* WEBS 1 Row at midpt 6-12,11-20 6-12,7-12,7-11:2x4 DF No.1&Btr JOINTS 1 Brace at Jt(s):20,21 3-16,4-15,3-15,6-13,413:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 11=5015/0-5-8,2=2933/0-5-8 Max Horz 2=527(LC 14) Max Uplift 11=1430(LC 14),2=-767(LC 14) Max Gray 11=5190(LC 30),2=3165(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-7307/1708,3-4=-6622/1604,4-6=-5387/1377,6-7=-2970/801 BOT CHORD 2-16=-2006/6668,15-16=-2006/6668,13-15=-1747/6058,12-13=1353/4599, 11-12=-703/2305 WEBS 6-12=-3798/1095,7-12=-791/3184,7-20=-4891/1491,11-20=-4950/1509,3-16=0/293, 4-15=-27/453,3-15=682/282,6-13=-334/1477,4-13=-1988/604,11-21=-1052/340, 8-21=-1052/340 NOTES- �yC P R Upp�yFc ' ``D ss 1)2-ply truss to be connected together with tOd(0.131"x3")nails as follows: �� Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. , G I N EF9 /OA 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,2x6-2 rows staggered at 0-9-0 oc. 44/ '9 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 Q :9200P E t-- ply ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-4-14,Interior(1)2-4-14 to 27-8-14,Exterior(2)27-8-14 to 31-1-12 F �,� 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 Tl A_OREGON 4,1 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry G "1 N1)' 1k Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. /O y 14, 2° `i- 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 A. �� 6)Unbalanced snow loads have been considered for this design. Fjq A i`\" 7)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12-31-2019 8)Provide adequate drainage to prevent water ponding. 9)All plates are 1.5x4 MT20 unless otherwise indicated. April 20,2018 dAlti ltBkaeaced at 1-4-0 oc t AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 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 ANSITTPII 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528748 20849 B03 GABLE 1 Job Reference(optional Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:33 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-U WJNVIYRPaXHiprxISysVb?to40dvuT1 e4w14zOm3G NOTES- 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) *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,with BCDL=10.Opsf. 13) A plate rating reduction of 20%has been applied for the green lumber members. 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=1430,2=767. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-78=-64,7-78=-314(F=-250),10-73=-20,7-9=-314(F=-250) 1 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 MiTeker 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 Ml lek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 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 20849 POLYGON NW-63736-AMERICAN MODERN K4528749 20849 DO1 Monopitch Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:34 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-yjtt6gmACjiNus01 V?zBPj8FKCVhMTXcFIpTHWzOm3F f1-0-9 25-2-12 1-0-0 25-2-12 5.00 12 20 21 Scale:3/16"=1' 4 >81iII 3x4 % 42 16 14 15 13 12 p; M tt .2 10 9 118 7• 1 �: • 6 5 4 3x4 = 40 39 38 37 36 35 34 33 32 31 3029 28 27 26 25 24 23 22 3x4= 4x6= I 25-2,12 I 25-2-12 Plate Offsets(X,Yl- 1.22:Edae,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.01 22 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-S Weight:209 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std WEBS 1 Row at midpt 21-22,20-23,19-24,18-25,17-26 REACTIONS. All bearings 25-2-12. (lb)- Max Horz 2=512(LC 11) Max Uplift All uplift 100 lb or less at joint(s)22,23,24,25,26,27,28,29,31,32,33,34,35,36,37,38, 39,40 Max Gray All reactions 250 lb or less at joint(s)22,23,24,25,26,27,28,29,31,32,33,34,35,36,37, 38,39,40,2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-696/347,3-4=-643/322,45=-619/316,5-6=-588/305,6-7=-558/295,7-8=-528/284, 8-9=-499/274,9-10=-469/263,10-11=-439/253,11-12=-409/243,12-14=379/232, 14-15=-350/222,15-16=-320/212,16-17=-290/201,17-18=-261/191 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 25-1-0 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 QED PROpt c, 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 �(, Opts Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �Cj NG N EF �� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 t j . , 9 2 4)Unbalanced snow loads have been considered for this design. 9 5)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs _9200P c non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. *r '; ar i'7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OREGON 4,// 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 G 2Jy ��` will fit between the bottom chord and any other members. ` . 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22,23,24,25, ,O/� 14, O V 26,27,28,29,31,32,33,34,35,36,37,38,39,40. �`R R It-'- EXPIRES: 12-31-2019 April 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not M', 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528750 20849 D02 MONO TRUSS 9 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:35 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-QvRPJAnoyOgEW0yE3jUQywgR7cnZ5pilUyZ1 gzzOm3E 11-0-9 6-9-9 12-11-4 I 19-1-0 I 25-2-12 1-0-0 6-9-9 6-1-12 6-1-12 6-1-12 Scale=1:61.4 5.00 12 7 8 4v�; 23 3x4 3x4 c 22 6 5 3x4% p 2 4 0 1.5x4 \\ 3 21 1 2 o 13 17 18 12 11 19 20 10 9 3x4= 3x4 = 3x4 = 5x6= 3x4 = I 8-10-2 17-0-7 I 25-2-12 I 8-10-2 8-2-5 8-2-5 Plate Offsets(X,Y)— 12:0-0-10,Edge1,F7:0-1-7.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.11 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.23 13-16 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.04 10 n/a n/a BCLL 0.0 * Code IBC20151TPI2014 Matrix-AS Weight:133 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 7-10,6-10 7-10:2x4 DF No.1&Btr REACTIONS. (lb/size) 10=1070/0-5-8,2=1113/0-5-8 Max Horz 2=512(LC 13) Max Uplift 10=-361(LC 14),2=-284(LC 14) Max Gray 10=1331(LC 21),2=1154(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2188/505,3-4=1945/457,4-6=-1045/284,7-10=295/144 BOT CHORD 2-13=635/1981,11-13=-434/1319,10-11=-285/719 WEBS 3-13=-431/271,4-13=-150/665,4-11=-706/341,6-11=-193/803,6-10=-1187/401 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 25-2-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. `�j0'(� PR OFF s 4)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ` t� non-concurrent with other live loads. �G .,x— ,N.7 NG I N EF9 /O 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �t. 4. 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 "Y.,... will fit between the bottom chord and any other members,with BCDL=10.Opsf. :9200P E 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 10=361,2=284. /-r/' 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ` .•OAP' sheetrock be applied directly to the bottom chord. 17) Cr ,�OREGON�� �£j /O .1)" 14, 2. `4 MFR R 10- EXPIRES: 12-31-2019 April 20,2018 x 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 MiTele is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSBTP11 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528751 20849 E01 Roof Special 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:36 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-u5?oXWoQjKy589XQdQ?fU8DTCO8HgFzvjclaMPzOm3D -1-0-0 8-0-8 I 15-9-8 17-10-4 20-1-0 1-0-0 8-0-8 7-9-0 2-0-12 2-2-12 5.00 12 4x4 = Scale=1:43.6 5x8% 55 3x4 II 4 171111111111111111114.41 6 3.00 12 13 �� 3x4% 3 A f0 M 4.6 % 12 /4 _ 2 4i o ;I, 11111N 1 Y oiMi 11 10 9 87 3x4 = 4x4= 4x8 = 3x6 _ I 8-0-8 I 15-9-8 I 20-1-0 I 8-0-8 7-9-0 4-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.07 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.14 10-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.02 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:116 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std WEBS 1 Row at midpt 3-9 REACTIONS. (lb/size) 11=904/0-5-8,8=831/Mechanical Max Horz 11=254(LC 11) Max Uplift 11=282(LC 10),8=-220(LC 14) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1336/355,3-4=625/193,4-5=-652/272,2-11=825/322 BOT CHORD 10-11=330/361,9-10=394/1240 WEBS 3-9=-780/288,4-9=-453/263,5-9=-337/959,2-10=-242/1059,5-8=-761/256 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-10-4,Exterior(2)17-10-4 to 19-10-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. aE[� P R Op, S 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 <(;` c s will fit between the bottom chord and any other members. IN �NG I N��9 /O 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)except(jt=lb) (� -9200P E '9< 11=282,8=220. • 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. , 111111 ' - 4 OREGON K. �4,/ /0 gy14, 2aN ,`�" MFRRItL C3 EXPIRES: 12-31-2019 April 20,2018 4 b A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Muck®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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528752 20849 EG GABLE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:39 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Jghw9YgJOFKg?dG?IZZM6mr45DDm 1 a9LPaXEzkzOm3A -0-0 8-9-9 I 14-3-9 1 17-10-4 120-1-0 1 -0- 5-9-9 5-5-15 3-6-11 2-2-12 5.00 12Scale=1:82.0 4x4= 3x4 3x4 % 7 8 3x4 6 53 3x4 5" 4 3x4 ,n 4x4 i 82 3 /�� -... .. r; 1 ,�!! !! �A!!l=:�C+ 15 3x4 = 2 II . ,r-1 'ri "Ij . . .411h, 14 13 54 55 11 56 12 10 9 3x6 II 5x8= 3x4= 3x4 = 6x6 = 1 3-3-10 1 8-9-9 1 14-3-9 1 17-10-4 120-1-0 1 3-3-10 5-5-15 5-5-15 3-6-11 2-2-12 Plate Offsets(X,Y- 116:0-4-0,0-2-41,117:0-4-8,0-2-81,118:0-4-8,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.03 12-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.18 Vert(CT) -0.08 12-13 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.02 9 n/a n/a BCLL 0.0 • Code IBC2015/TP12014 Matrix-AS Weight:652 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std'Except' WEBS 1 Row at midpt 8-9 3-15:2X6 DF SS G JOINTS 1 Brace at Jt(s):16,17,18 OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 14=3381/0-5-8,9=3303/Mechanical Max Horz 14=570(LC 11) Max Uplift 14=-942(LC 14),9=-974(LC 14) Max Gray 14=3482(LC 24),9=3501(LC 24) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1599/471,3-4=-1973/535,4-6=-1258/363,6-7=-685/286,7-8=-505/248, 2-14=-3461/1157,9-15=1487/547,8-15=-1425/522 BOT CHORD 13-14=-656/554,12-13=-929/2068,10-12=-683/1615,9-10=-682/1619 WEBS 17-18=-549/302,16-17=-458/873,15-16=255/275,7-16=-507/231,3-13=-1561/560, 2-13=-887/2849,10-17=0/283,12-18=-460/384,13-18=-1138/406,9-17=-2513/969, 8-16=-412/1058,4-18=-1300/483,6-17=-809/349,4-17=-724/361,6-16=-719/239, 12-17=-404/745 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: .q,0 PR QFF Top chords connected as follows:2x4-1 row at 0-8-0 oc. <(' s Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. `Gj, !.4GI N4-i, s/O Webs connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. C� �f- 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 �L 2-9 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. Q :9200P 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 17-10-4,Exterior(2)17-10-4 to 19-11-4 ' W zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions -r shown;Lumber DOL=1.60 plate grip DOL=1.600 CC 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry OREGON�� 4// Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. G 2j 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 /O -9), 14 r 2° P-v- 6)Unbalanced snow loads have been considered for this design. A.�F p 7)This truss has been designed for greater of min roof live load of 19.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs R j,.-,' non-concurrent with other live loads. 8)All plates are 1.5x4 MT20 unless otherwise indicated. EXPIRES: 12-31-2019 9)Gable studs spaced at 1-4-0 cc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. April 20,2018 9ontinued on pane 2 �.1111 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 iT®i.R' 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528752 20849 EG GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:39 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Jghw9YgJOFKg?dG?IZZM6mr45DDm1 a9LPaXEzkzOm3A NOTES- 11) *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. 12)A plate rating reduction of 20%has been applied for the green lumber members. 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=lb)14=942,9=974. 15)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert 1-2=-64,2-7=-314(F=-250),7-8=-314(F=-250),9-14=-20 c 1 ®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 MiTektE 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 Mile IC is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528753 20849 EG-1 GABLE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 5 Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:42 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-jFM3oZsBJAjFs4?azh63kPTepRSkEtVn5Ylua3zOm37 I 5-6-10 1 10-11-8 I 16-4-6 I 21-11-0 I 5.6-11FUS1b 5-4-14 MUJ -4-14 m44210 MUS26 MUS26 MUS26 MUS26 MUS26 3x8 II 3x6 = 8x8 = 3x6 = 3x8 II Scale=1:87.0 MUS26 MUS26 �7 •_�i8 4- II III ar 60 5 / N \ - 8x12 I I 0 ❑1 I ■ D . , 0 0 tl. 03 0 0 I 15 8x12 II o 14 4 I 3x4 I ` 4 II 3x II 2 1 31.4 5m12 II I x4 I Csl 3x4 13y, I 3y4 11. x12 I II II 2 / 1l ' nll fJ lin- �i - Ili : NI oo= f-l14. 10 61 62 9 63 64 65 8 66 67 68 69 7 70 71 72 6 3x4 II8x8= 3x4 I 8x8 = 3x4 I I 8x8= 3x4 II 3x4 II 3x4 II 3x4 I I 3x4 I I 3x4 I I 3x4 I I 3x4 I I 3x4 I I 8x8 = 8x8= HUS26 HUS26 HUS26 HUS26JUS24 JUS24 JUS24 JUS24 HUS26 HUS26 HUS26 Special 1 5-6-10 1 10-11-8 1 16 -4-6 1 21-11-0 1 5-6-10 5-4-14 5-4-14 5-6-10 Plate Offsets(X,Y)— 13:0-4-0,0-4-81,17:0-3-8,0-4-121.F8:0-4-0,Edge1,19:0-3-8,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.09 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.19 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MS Weight:862 lb FT=20% BCDL 20.0 LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-5, except end verticals. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std*Except* WEBS 1 Row at midpt 1-10,5-6,2-14 1-10,5-6:2X8 DF SS G,12-14,12-15:2X6 DF SSG JOINTS 1 Brace at Jt(s):1,5,11,12,13 9-14,7-15:2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 10=17115/0-5-8,6=13485/0-5-8 Max Horz 10=-498(LC 6) Max Uplift 10=-4971(LC 4),6=-4271(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-14=-9655/2932,1-14=-656/207,2-3=-4049/1211,3-4=-3741/1169,6-15=-8880/2912, 5-15=-947/277 BOT CHORD 9-10=-487/461,8-9=-1498/4094,7-8=-1269/3538 WEBS 2-11=-354/1196,4-13=-336/884,2-14=5396/1578,4-15=-4977/1568,3-11=-1572/539, 3-13=-1991/568,9-11=1007/549,7-13=-2368/648,9-14=-2059/6636,7-15=-1954/5662, 8-11=-685/1426,8-13=762/2346 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: D Top chords connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. ���E1) PR Opts Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. �Oj ANG 1 N Es.,,,,, /f 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 2 ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 44 -9 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; 89200PE MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate , grip DOL=1.60 4)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. 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 -f7l/ 4.1 A_OREGON 4// 6)Provide adequate drainage to prevent water ponding. N. 7)All plates are 1.5x4 MT20 unless otherwise indicated. /Q I P 4 2.° Pi' 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. 'yFRRI t-\** 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,with BCDL=20.Opsf. EXPIRES: 12-31-2019 11)A plate rating reduction of 20%has been applied for the green lumber members. 12) Bearing at joint(s)10,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify April 20,2018 Conticenekhau abbertina surface 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. 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528753 20849 EG-1 GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:42 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-jFM3oZsBJAjFs4?azh63kPTepR5kEtVn5Ylua3zOm37 NOTES- 13) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=4971,6=4271. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use USP HUS26(With 16d nails into Girder&16d nails into Truss)or equivalent spaced at 10-0-0 oc max.starting at 0-3-10 from the left end to 20-4-12 to connect truss(es)to front face of bottom chord. 16) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 12-4-12 from the left end to 18-4-12 to connect truss(es)to front face of bottom chord. 17) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-4-12 from the left end to 20-4-12 to connect truss(es)to back face of top chord. 18) Fill all nail holes where hanger is in contact with lumber. 19) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3276 lb down and 1001 lb up at 21-7-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,6-10=-40 Concentrated Loads(Ib) Vert:4=-767(B)7=-655(F)10=-6492(F=-1328)6=-3276(B)52=-767(B)53=-767(B)54=-767(B)55=-767(B)56=-767(B)57=-767(B)58=-767(B)59=767(B) 60=-767(B)61=-1399(F)62=-1399(F)63=-1399(F)65=-1399(F)66=-1399(F)67=-655(F)69=-655(F)70=-655(F)72=-1331(F) I A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/201S BEFORE USE. Design valid for use only with MiTek0 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528754 20849 F01 KINGPOST 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:44 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-feUpCFuSmzz508y568XpgY03EvPizT4ZsE?exz0m35 431 6-1-8 1 12-0-4 24-0-8 f5-0-81 1-0-0 6-1-8 5-10-12 12-0-4 1-0-0 Scale=1:51.8 4x4 = 7 6 8 39 5 9 40 7.00 12 •4 10 3x8 i 11 3 ii • 12 30 13 • 14 38 3x6 II 39 41 • 15 3.6 II vI1 2 Fri I+I 3xS 11 - Iii } 16 17 27 28 6x6= 3x4= 3x4= 3x4= 26 25 24 23 22 21 20 19 18 I 6-1-8 I 24-0-8 I 6-1-8 17-11-0 LOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.04 28-34 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 28-34 >999 180 BOLL 0.0 Rep Stress Ina YES WB 0.24 Horz(CT) 0.01 26 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std''Except" JOINTS 1 Brace at Jt(s):30 3-26:2X6 DF SS G REACTIONS. All bearings 12-4-8 except(jt=length)2=0-5-8. (Ib)- Max Horz 2=218(LC 13) Max Uplift All uplift 100 lb or less at joint(s)25,24,23,22,21,20,19,18,16 except 2=-133(LC 14), 26=-145(LC 14) Max Gray All reactions 250 lb or less at joint(s)25,24,23,22,21,20,19,18,16,16 except 2=520(LC 21), 26=830(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-530/143 BOT CHORD 2-28=-121/446,26-28=123/442 WEBS 3-31=-581/262,30-31=556/244,29-30=-628/288,26-29=-690/312,7-26=-272/36, 3-28=0/262 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-0-4,Exterior(2)12-0-4 to 15-0-4 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 Ep PR pF 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 `<,� '- 3)Unbalanced snow loads have been considered for this design. �Gj 0AGI N/� 9 /o 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 25.0 psf on overhangs k/� ,7 /L non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. :9200PE 9r 6)This thas been designedegnfor a f bottom chord h load nonconcurrent al with any erer live loads. 7) This* truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,24,23,22,21, OREGON <(// 20,19,18,16,16 except(jt=lb)2=133,26=145. ` 4, ''•1>‘ 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum /Q 14 2-° ..- sheetrock be applied directly to the bottom chord. �Q /11 - 61311--N,FRRI EXPIRES: 12-31-2019 April 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. i « 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 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528755 20849 F02 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:45 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-7g2BQbv4c55gjYj9epfmLl5BMeDERPIEnW ZAOzOm34 x1-0-01 6-2-15 I 12-0-0 I 17-9-9 I 24-0-8 �5-0-8 1-0-0 6-2-15 5-9-5 5-9-5 6-2-15 1-0-0 Scale=1:49.9 4x6 II 4 ii 19 20 7.00 12 18 21 1.5x4 \\ 1.5x4 // ''''J 3 r 17 22 y 6 f� I' lei s, 7 Id n 10 9 23 24 8 3x4= 3x4= 3x4= 3x4 = 3x4 = I 8-2-0 15-10-8 I 24-0-8 I 8-2-0 7-8-7 8-2-0 Plate Offsets(X,Y)— 12:Edae,0-0-4L f6:Edoe,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.12 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.17 8-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-AS Weight:105 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=1074/0-5-8,6=1074/0-5-8 Max Horz 2=218(LC 13) Max Uplift 2=-246(LC 14),6=-246(LC 15) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1577/338,3-4=1421/370,4-5=-1421/370,5-6=1577/338 BOT CHORD 2-10=326/1401,8-10=99/898,6-8=192/1315 WEBS 4-8=-188/658,5-8=-416/287,4-10=-188/658,3-10=-416/287 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 12-0-4,Exterior(2)12-0-4 to 15-0-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 25.0 psf on overhangs t� t� non-concurrent with other live loads. �` (� PROF`ss 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide NGj NG I N E. /D will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) w 2-9 2=246,6=246. '� :9210. f 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum -,- sheetrock be applied directly to the bottom chord. .0 41111111p G4,OREGON\b` k 4,,Cr /O �y14, 2� Po- MERRII-k- e' EXPIRES: 12-31-2019 April 20,2018 I 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 MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528756 20849 F03 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:45 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-7g2BQbv4c55gjYj9epfmLl5BJeDARPFEnW ZA0zOm34 6-2-15 12-0-4 I 17-9-9 I 24-0-8 25-0-8. 6-2-15 5-9-5 5-9-5 6-2-15 1-0-0 4x6 I Scale=1:49.2 3 ii 7.00 1218 19 17 20 1.5x4 \\ 1.5x4 // 2 4 n r AIL 21 1 5 A t2 Lai -- 6 )g 9 8 22 23 7 3x4 = 3x4= 3x4 = 3x4= 3x4= I 8-2-0 I 15-10-8 I 24-0-8 I 8-2-0 7-8-7 8-2-0 Plate Offsets(X,Y)— fl:Edoe,0-0-41,15:Edcie,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.12 7-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.17 7-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 5 n/a n/a BOLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:104 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 OF Stud/Std REACTIONS. (lb/size) 1=1008/0-5-8,5=1075/0-5-8 Max Horz 1=212(LC 10) Max Uplift 1=215(LC 14),5=-246(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1584/345,2-3=1428/376,3-4=1423/371,4-5=1579/339 BOT CHORD 1-9=331/1409,7-9=-100/900,5-7=-196/1318 WEBS 3-7=188/658,4-7=-410/287,3-9=-192/664,2-9=-420/289 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-4,Exterior(2)12-0-4 to 15-0-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 25.0 psf on overhangs non-concurrent with other live loads. �`0�� PR OFFS, 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Gy 84:21:::E /will fit between the bottom chord and any other members,with BCDL=10.0psf. 97)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) k/ 2v1=215,5=246. Q �' 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 7Z- 0 ,� t14 � OREGON � � /O/If I' 14, 2�0- FRRIO- EXPIRES: 12-31-2019 April 20,2018 t WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEIL 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 iVliTek' 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528757 20849 F04 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 5 Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:46 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASS WKjzOr?n-cOcadxwiNPDgKiILCXB?uFdLE2ZMAsYNoAj6jgzOm33 I 6-2-15 12-0-4 I 17-9-9 I 23-10-14 I 6-2-15 5-9-5 5-9-5 6-1-5 4x6 I I Scale=1:46.3 3 i 17 18 7.00 12 16 19 1.5x4 \\ 1.5x4 // 2 4 15 20 1 5 1 'A II W ri 8 7 21 22 6 il 3x4 = 3x4= 3x4 = 3x4= 3x4= I 8-2-0 I 15-10-8 I 23-10-14 I 8-2-0 7-8-7 8-0-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.12 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(CT) -0.17 6-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:102 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 1=1004/0-5-8,5=1004/0-3-14 Max Horz 1=201(LC 11) Max Uplift 1=215(LC 14),5=-213(LC 15) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=1576/344,2-3=-1420/375,3-4=-1400/371,4-5=-1574/341 BOT CHORD 1-8=344/1393,6-8=112/883,5-6=213/1292 WEBS 3-6=-186/635,4-6=-397/286,3-8=-193/666,2-8=-412/289 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 12-0-4,Exterior(2)12-0-4 to 15-0-4 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.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 E� PR OF1r' 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) '```` rsts 1=215,5=213. �Cj !NG W F�A /O 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum V 2 sheetrock be applied directly to the bottom chord. tL 9 4 89200PE r . -'" 49 OREGON�� �l(InQ /O gy14, 20 P*' MERRILL EXPIRES: 12-31-2019 April 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid far use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not Ili!. a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mi Tele 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 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 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528758 20849 F05 DBL.HOWE 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:48 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASS WKjzOr?n-YPjK2dxyvOTOa?SjKyDTzgja_r7redug000DnjzOm31 I 4-6-1 I 8-3-3 12-0-4 I 15-9-5 I 19-6-7 23-10-14 4-6-1 3-9-1 3-9-1 3-9-1 3-9-1 4-4-7 4x8 II Scale=1:50.1 4 ±1111100140s 4x8 i 4x8 7.00 12 3 5 41. Alp 3x8 ----• 3x6 2 6 IN414.... 7: 1 8x12 6I 1 AO IIII ;IIII IIII iii IIII IL MI NI IIf1 ,1111 IIII �4 7 Id 18 1219 2011 21 10 22 9 23 8 24 25 5x12* MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 3x12 II 6x6= 8x9 = 6x6= 3x12 II MUS26 MUS26 MUS26 MUS26 MUS26 I 4-6-1 8-3-3 I 12-0-4 I 15-9-5 19.6-7 23-10-14 I 4-6-1 3-9-1 3-9-1 3-9-1 3-9-1 4-4-7 Plate Offsets(X,Y)— 11:0-4-13,0-2-OL r7:0-5-5,Edae1,19:0-3-0,0-4-41,110:0-4-8,0-4-81,111:0-2-12,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.19 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.44 10-11 >659 180 TCDL 7.0 Rep Stress Incr NO WB 0.86 Horz(CT) 0.13 7 n/a n/a BCLL 0.0 Code IBC2015fTP12014 Matrix-MS Weight:292 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 3-1-2 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*Except* 4-10:2x4 DF No.1&Btr WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (lb/size) 1=8021/0-5-8,7=7208/0-5-8 Max Hoa 1=201(LC 24) Max Uplift 1=-1876(LC 10),7=-1682(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-13484/3149,2-3=-10576/2488,3-4=-8012/1940,4-5=-7986/1936,5-6=-10258/2414, 6-7=12495/2914 BOT CHORD 1-12=-2791/11635,11-12=-2791/11635,10-11=2113/9080,9-10=-1961/8819, 8-9=-2449/10761,7-8=2449/10761 WEBS 2-12=647/2938,3-11=899/3872,4-10=1833/7735,5-9=-785/3391,6-8=-477/2214, 2-11=-3104/824,3-10=3611/955,5-10=3205/858,6-9=-2359/648 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. ,i,o P R OFF Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. ` :Cl/ Webs connected as follows:2x4-1 row at 0-9-0 oc. \G �N C? N���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. kr 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; Q :9200PErMWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.604)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.15)Unbalanced snow loads have been considered for this design. 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. Q OREGONC7)*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 ` 2J Y 'fiA• will fit between the bottom chord and any other members. /Q 1 4 r 2c A4 8)A plate rating reduction of 20%has been applied for the green lumber members. `_ 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) MFR R ILA- 1=1876,7=1682. 10) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at EXPIRES: 12-31-2019 0-11-12 from the left end to 21-11-12 to connect truss(es)to back face of bottom chord. 11) Fill eall pnail holes where hanger is in contact with lumber. April 20,2018 t_S GAbE�ap btnaara 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 MrTekSt connectors.This design is based only upon parameters shown,and is for an individual building component,note 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528758 20849 F05 DBL.HOWE 1 Job Reference(ootionall Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:48 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASS W KjzOr?n-YPj K2dxyv0TOa?SjKyDTzgja_r7redugU UC DnjzOm31 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-15=-20,1-4=-64,4-7=-64 Concentrated Loads(Ib) Vert:11=-1102(B)10=1102(B)9=-1102(B)14=-1098(B)18=-1102(B)19=-1102(B)20=-1102(8)21=-1102(B)22=-1102(B)23=-1102(B)24=-1102(B)25=-1102(B) misozre A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AM-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iviiiek• 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,seeANSI/1PII 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528759 20849 H01 Roof Special Structural Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:48 2018 Page 1 I D:h i P FTAkm_8 HQAG V9ASS W KjzOr?n-YPjK2dxyvOTOa?SjKyDTzgjg HrEzegZg U U C DnjzOm31 -1-0-0 5-7-14 I 6-1-12 1 1-0-0 5-7-14 0-5-14 Scale=1:13.6 5.00 12 4x4 4 • 3 2.50101 12 110 4m 10 2 v 1 d = 3x4= 3x4 = 6 5 t• 1.5x4 II I 5-7-14 1 6-1-12 I 5-7-14 0-5-14 Plate Offsets(X,YI- f2:0-3-5,Edciel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.08 6-9 >871 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(CT) -0.14 6-9 >517 180 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:20 lb FT=20% BCDL, 10.0 g LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=325/0-3-8,5=254/Mechanical Max Horz 2=74(LC 10) Max Uplift 2=-123(LC 10),5=-81(LC 10) Max Gray 2=338(LC 21),5=278(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-1-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �c�EO PROF-ss 6)Gable studs spaced at 1-4-0 oc. [. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \Gj ,NA I N E �i /� 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 2 will fit between the bottorrl chord and any other members. ` 9f 9)Refer to girder(s)for truss to truss connections. 921 O 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) t,/.t/�`" 2=123. ' 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 sheetrock be applied directly to the bottom chord. G 4,OREGON 44// <O -9), 14, 4' %?.- MRRIO EXPIRES: 12-31-2019 April 20,2018 MIIM AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M:Tek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the �Y�� IC 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528760 20849 H02 Roof Special 4 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:49 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-ObHiGzyafKbFB91 wtfkiWtFtMFaMNCNpi8ymJ9zOm30 I -1-0-0 I 5-7-14 I 9-8-4 1-0-0 5-7-14 4-0-6 Scale=1:19.9 1.5x4 II 4 5 5.00 I 4x4 7----1011 13 'II 2.50 12 3 00 ul 12 Nil i 1 N =I=;7 - �; 3x6- 8 7 1.5x4 II 3x6 =6 I 5-7-14 I 9-8-4 I 5-7-14 4-0-6 Plate Offsets(X,Y)- 12:0-3-5,Eduel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.05 8-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.35 Vert(CT) -0.09 8-11 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 7 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:38 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=463/0-3-8,7=415/Mechanical Max Horz 2=135(LC 14) Max Uplift 2=-145(LC 10),7=138(LC 14) Max Gray 2=523(LC 21),7=441(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1008/167 BOT CHORD 2-8=-257/967,7-8=-261/949 WEBS 3-7=-996/274 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs �`,c PR Opt�ss non-concurrent with other live loads. (. C 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Cj NOI N�F9 /O 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 , 2 will fit between the bottom chord and any other members. 9200 P 7)Refer to girder(s)for truss to truss connections. 91- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=145,7=138. ;AP/ 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum �� w., sheetrock be applied directly to the bottom chord. CI 4 OREGON D loQ /O � 2 Y14, ° Q�' it, - RILL- A.v EXPIRES: 12-31-2019 April 20,2018 I, • r_- 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,note 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 ANSIfTP11 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528761 20849 JX01 Jack-Open 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:49 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKIzOr?n-ObHiGzyafKbFB91wttldVVtFv?FdnNHVpi8ymJ9z0m30 -1-0-0 2-4-0 1-0-0 2-4-0 Scale=1:7.8 3 8 3.50 12 2 1 4 3x4= 2-4-0 2-4-0 TCLLLOADING (psf) 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=173/0-5-8,4=85/Mechanical Max Horz 2=45(LC 10) Max Uplift 2=-84(LC 10),4=-28(LC 11) Max Gray 2=174(LC 21),4=87(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 2-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. t1` P R V F`s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. <(,Q`�0 �� �NGINE�9 s/029 Q� :9200PE r Adlir 7 4 OREGON N� �lV� /4 -9y 14, 2° 0- MER R I O- Q' EXPIRES: 12-31-2019 April 20,2018 t f 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 property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528762 20849 K01 MONO TRUSS 10 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:50 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-Uor4TJzDQdj6pJc6RMFx25oxyfvS6 W6zxnhKsbz0m3? I -1-0-0 I 7-8-12 I 13-11-8 I 1-0-0 7-8-12 6-2-12 Scale:1/2"=1' 3x4 I I 4 5 13 3.00 12 3x4 3 dr r 12 2 9 oil d 8 7 3x4= 1.5x4 II 3x6=6 I 7-8-12 I 13-11-8 I 7-8-12 6-2-12 Plate Offsets(X,Y)— f2:0-3-8,Edcie) LOADING (psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.10 8-11 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.19 8-11 >848 180 BCLL 0.0 • Rep Stress lncr YES WB 0.94 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. (lb/size) 2=641/0-5-8,7=596/Mechanical Max Horz 2=169(LC 13) Max Uplift 2=-211(LC 10),7=-181(LC 14) Max Gray 2=669(LC 21),7=704(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1385/330 BOT CHORD 2-8=-349/1317,7-8=-349/1317 WEBS 3-8=0/302,3-7=1338/397 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)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-11-8 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=25.0 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 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs ���Ep P R Opes,„ 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 I NEF9 /O 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 wideN. '7 /L will fit between the bottom chord and any other members. 'St -)f... 7)Refer to girder(s)for truss to truss connections. CC. 9210" _ 1- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .. 2=211,7=181. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum ,:,.. sheetrock be applied directly to the bottom chord. In CC 47 OREGON 4„f N1)4A. 3O -9Y14, 2a 0— MFRRILL EXPIRES: 12-31-2019 April 20,2018 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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 MNTek• 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 mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-63738-AMERICAN MODERN K4528763 20849 RO1 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:51 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-y_PTgezrBxrzRTBI?4mAbl LG53L 1 rBY6ARRtO1 zOm3 -1-0-0 I 6-0-12 12-1-8 13-1-8 l — 1-0-0 6-0-12 6-0-12 1-0-0 Scale=1:26.2 4x4=- 6 6 d 5 7 7.0012 20 19 9 - — 4 8 3 9 10 yr 2 4 r 1 1, Ia 3x4= 18 17 16 15 14 13 12 3x4= I 12-1-8 l 12-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DE FL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) 0.00 11 nlr 120 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 VertCT 0.00 11 n/r 120 TCDL 7.0 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 12-1-8. (Ib)- Max Horz 2=118(LC 12) Max Uplift All uplift 100 lb or less at joint(s)2,10,16,17,18,14,13,12 Max Gray All reactions 250 lb or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=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 Comer(3)-1-0-0 to 2-0-12,Exterior(2)2-0-12 to 6-0-12,Comer(3)6-0-12 to 9-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. jGIN c PRQ7)Gable requires continuous bottom chord bearing.8)Gable studs spaced at 1-4-0 oc.9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 widewill fit between the bottom chord and any other members. 9200PE 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10,16,17,18, 14,13,12. ` � 1- 4 OREGON lV O A/), 14, 2°� P`� / SFR R I LL- e. EXPIRES: 12-31-2019 April 20,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Niel( is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the I Il 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528764 20849 TO1 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:52 2018 Page 1 I D:hiPFTAkm_8 H QAG V9ASS W KjzOr?n-QAzruTyFzg2dmVZn H P8 WIQAThFaem F 05AQvUzOm2z I -1-0-0 6-0-0 I 12-0-0I 13-0-0 1-0-0 6-0-0 6-0-0 1-0-0 4x4= Scale=1:28.8 6 Pig 5•Aii1I1IbI 11 1 Ilml y 1` •4T4IIMT••7�lr747•7411r7.6.67.74 4•741747•7471IMIK47•74761.7•••74��*7•74741471•T4 11747•74I 20 19 18 17 16 15 14 13 12 3x4 = 3x4 = I 12-0-0 I 12-0-0 TOL LOADING (ps25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) 0.00 11 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 11 n/r 120 BCLL 0.0 * Rep Stress lncr YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-S Weight:69 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 12-0-0. (Ib)- Max Horz 20=150(LC 13) Max Uplift All uplift 100 lb or less at joint(s)20,12,17,18,19,15,14,13 Max Gray All reactions 250 lb or less at joint(s)20,12,16,17,18,19,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 6-0-0,Comer(3)6-0-0 to 9-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. ,�'p PR Opc 6)All plates are 1.5x4 MT20 unless otherwise indicated. ,(�`` Gs 7)Gable requires continuous bottom chord bearing. �5 NGI SFn �/0 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). R 2 9)Gable studs spaced at 1-4-0 oc. -9 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :9200 P E 11)*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 AY will fit between the bottom chord and any other members. 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,12,17,18, —_- 19,15,14,13. p Ir A OREGON�� kf /O ly 14, 20 -4 MRR10- Q' EXPIRES: 12-31-2019 April 20,2018 ...... 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Miss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 20849 POLYGON NW-6373B-AMERICAN MODERN K4528765 20849 X01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:53 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-uNXD5K?5jY5hgnKh6VpegjQTds01J22Pdlw RwzOm2y -3-6-0 I -2-6-0 3-11-4 I 7-6-8 7110 10-4-8 1 11-4-8 1-0-0 2-6-0 3-11-4 3-7-4 0-4-0 2-6-0 1-0-0 4x4= Scale:3/8"=1 4 1.5x4 II ..i. 1.5x4 II 7.00 12 1.5x4 II 22 : y 23 1.5x4 I 3x6 II 3x6 II '93 I r. 5 4 36(6= 2 I1 13 2 11 - 3x4 II 3x4 II n 3x8 = 3x4 II 3x4 I 6 d 1 � fl fl 11H 11[ 7 F 24 25 7,j9 d 10 JUS24 1.5x4 II JUS24 8 1.5x4 II1.5x4 II JUS24 JUS24 JUS24 0 • -r - I : 0-2-8 3-8-12 3-8-12 0-2 TOADING (psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP CLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.02 9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.04 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) -0.03 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MS Weight:66 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr except end verticals. WEBS 2x4 DF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 11-12,12-13:2X6 DF SS G OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 0-3-0 except(jt=length)2=0-1-8,6=0-1-8. (Ib)- Max Horz 10=-191(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 10=-188(LC 10),8=-190(LC 11) Max Gray All reactions 250 lb or less at joint(s)2,6 except 10=574(LC 17),8=579(LC 18) FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-454/149,4-5=453/150,10-11=426/161,3-11=-426/161,8-13=-426/161, 5-13=-426/161 WEBS 11-12=-18/405,12-13=-28/405 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 `t�,RO PR OFF, 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs CO �NG I N s9 s/O non-concurrent with other live loads. 2 6)Gable studs spaced at 1-4-0 oc. w -9 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Q u, =..89200 P E r 40r.,. 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 widewill fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. '�10) Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,6. f CC 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except -y, /f, OREGON 4t(jt=lb)10=188,8=190. L- N� A•. l 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. /O `9y 14, 20 13) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-1-12 from M ' the left end to 7-8-12 to connect truss(es)to front face of bottom chord. FfiV Q+ R R I L`„ 14) Fill all nail holes where hanger is in contact with lumber. 15) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). EXPIRES: 12-31-2019 LOAD CASE(S) Standard April 20,2018 f":nntintrp d nn pane 2 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is bawd only upon parameters shown,and is for an individual building component,not 1* a truss system,Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528765 20849 X01 GABLE 1 1 Job Reference foptionall Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 S Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:54 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-NZ5bJg0jUsDYjwvtgCKtDxzeNGMG2UlYsPfX_Mzom2x LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-5=-64,5-7=-64,8-10=-20 Concentrated Loads(Ib) Vert:10=78(F)8=-78(F)9=-67(F)24=-67(F)25=-67(F) t AWARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 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 MiTeks 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 '20849 POLYGON NW-6373B-AMERICAN MODERN K4528766 20849 X02 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:54 2018 Page 1 ID:hiPFTAkm_8HQAGV9ASSWKjzOr?n-NZ5bJgOjUsDYlwvtgCKtDxzlsGMi2 WMYsPfX_MzOm2x -3-6-0 I -2-6-0 I 3-11-4 7-6-8 7110 10-4-8 111-4-8 1-0-0 2-6-0 3-11-4 3-7-4 0-4-0 2-6-0 1-0-0 Scale=1:31.1 4x4= 4 7.00 12 13 14 3x6 i 12 15 3x6 `q 3 5 4 11 i 1 2 ; U - U 6 7 I$ -g - 9 d 10 8 1.5x4 II 3x8 1.5x4 II 0)2.8 3-11-4 I 7-10-8 I 0-2-8 3-8-12 3-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.00 9-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 9-10 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:53 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std REACTIONS. All bearings 0-3-0 except(jt=length)2=0-1-8,6=0-1-8. (Ib)- Max Horz 10=-191(LC 12) Max Uplift All uplift 100 lb or less at joint(s)10,8,2,6 Max Gray All reactions 250 lb or less at joint(s)2,6 except 10=423(LC 21),8=423(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-10=-394/125,5-8=-394/127 NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-3-6-0 to-0-6-0,Interior(1)-0-6-0 to 3-11-4,Exterior(2)3-11-4 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;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 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �>�p P R 0pF will fit between the bottom chord and any other members. $- s 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2,6. �Gj� ANG N��9 s/D 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8,2,6. 7 2 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. 9 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum Q 89200P E sheetrock be applied directly to the bottom chord. In 4iOREGON 4/ /O ly14, 2.° ‘1.--k- /Il FR R II-\- el EXPIRES: 12-31-2019 April 20,2018 4 5 A WARNING-Verify design parameters and READ NOTES ON TNIS 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528767 20849 X03 GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:56 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-JyCMkM1 zOTTGXE3GodMLIM26E40LWP3rJj8e2FzOm2v 13-6-9 -2 6-0 1 3-11-4 I 7-10-8 I 10-4-8 111-4-p -0-0 2-6-0 3-11-4 3-11-4 2-6-0 -0 4x4= Scale=1:70.5 7.00 12 4 3x8 3x8 i 411117 35 2 . � 6 dI 1 � ���f,� 6x6 7 d „ `�� — �I12 1.5x4 I 1.5 11.5x4 II y v c� d� r` m n' rn vi 1.5x4 5x4 I 10 28 9 29 30 JUS243x8= JUS24-2 JUS24 JUS24 I 3-11-4 1 7-10-8 1 3-11-4 3-11-4 Plate Offsets(X,Y1— (13:0-1-12,0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.01 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 8-9 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.14 Horz(CT) -0.01 2 n/a n/a BCLL 0.0 * Code IBC2015/TPI2014 Matrix-MP Weight:337 lb FT=20% BCDL 10.0 9 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr 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*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-10,5-8,11-12:2X6 DF SS G WEBS 1 Row at midpt 3-10,5-8 OTHERS 2x4 DF Stud/Std JOINTS 1 Brace at Jt(s):13 REACTIONS. All bearings 0-1-8 except(jt=length)10=0-5-8,8=0-3-8. (Ib)- Max Horz 10=-483(LC 8) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 10=-433(LC 6),8=-763(LC 7) Max Gray All reactions 250 lb or less at joint(s)2,6 except 10=1369(LC 35),8=2204(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=362/141,4-5=-362/141,10-11=-1207/419,3-11=-496/152,8-12=-1207/419, 5-12=-496/152 BOT CHORD 9-10=-452/418 WEBS 9-13=-76/371,9-11=-479/872,9-12=-479/872,11-13=-385/162,12-13=-385/163, 3-13=-89/361,5-13=-89/362 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. ci Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ``�D PR OPe Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered 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 �C;S t NG I N FF /� ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. t /.1‘.19G2 T 2 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; w p MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate Q :9200P E grips designed 1.60 4)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry /ffj_ - Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. l 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 6)Unbalanced snow loads have been considered for this design. 7OREGON 4// 7)This truss has been designed for greater of min roof live load of 17.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs '- 17 rpt k /O non-concurrent with other live loads. -fly '4 8)All plates are 3x4 MT20 unless otherwise indicated. 4' 20�P 9)Gable studs spaced at 1-4-0 oc. 11/ FIRIIA- 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) *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 EXPIRES: 12-31-2419 will fit between the bottom chord and any other members. 12)A plate rating reduction of 20%has been applied for the green lumber members. April 20,2018 �19lifiandrtetmwrbafliral connection thy nthprel of tnt,s to hmarinn plate at mint/¢12 6 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 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 ANSI/TPl1 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528767 20849 X03 GABLE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 5 Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:56 2018 Page 2 I D:hiPFTAkm_8HQAGV9ASSWKjzORn-JyCMkM1 zOTTGXE3GodMLIM26E40LWP3rJj8e2FzOm2v NOTES- 14) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 except(jt=lb)10=433,8=763. 15) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,6. 16) Use USP JUS24-2(With 16d nails into Girder&16d nails into Truss)or equivalent at 7-7-12 from the left end to connect truss(es)to front face of bottom chord. 17) Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-4-12 from the left end to 6-4-12 to connect truss(es) to back face of bottom chord. 18) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-5=-64,5-7=-64,8-10=-20 Concentrated Loads(Ib) Vert:8=-847(F)28=-558(B)29=-558(B)30=-558(B) � 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.IOPo3l1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTeke is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528768 20849 ZG GABLE 2 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:57 2018 Page 1 I D:hiPFTAkm_8HQAGV9ASSWKjzOr?n-n8mkxi2cnnc790eSLLtarZbEkUNgFrg?YNuBbhzOm2u 5-0-8 I 10-1-0 5-0-8 5-0-8 Scale=1:41.5 gilt — ►5 26 17 2 p�,8 29 wnt30 whti MI 11. 11 'IP'IiI a- . e 1P-1 4 1.5x4 II 8, 1.5x4 Il 1.5x4 I I 1.5x4 II 5 4 1.5x4 II 1.5x4 11 1.5x4 II 1 2-6-12 1 7-6-4 1 10-1-0 1 2-6-12 4-11-8 2-6-12 Plate Offsets(X,Y)— 12:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.01 5-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 5-6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:290 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-3, except end verticals. BOT CHORD 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. (lb/size) 7=97/0-5-8,4=857/Mechanical,6=1461/0-5-8 Max Horz 7=-278(LC 8) Max Uplift 7=146(LC 8),4=-272(LC 9),6=-329(LC 13) Max Gray 7=110(LC 39),4=857(LC 1),6=1461(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-826/312 BOT CHORD 6-7=-359/370,5-6=-287/361 WEBS 1-6=270/227,2-6=1185/505,2-5=-433/333,3-5=-221/495 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 chords connected as follows:2x4-1 row 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. -co PRO FF 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; s MWFRS(envelope)gable end zone and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 9-11-4 zone;cantilever left and right �Co' ,NGINEF9 sw0 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 �/ '9 4)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 89200 P E t' Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ` 11011 5)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 f" " 6)Provide adequate drainage to prevent water ponding. >,l 7)All plates are 3x4 MT20 unless otherwise indicated. 8)Gable studs spaced at 1-4-0 oc. -7, 4"OREGON 4// 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -17 Aa 1A, 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 /Q 1)' 1 4 12° P1' will fit between the bottom chord and any other members. /y - Qj 11) A plate rating reduction of 20%has been applied for the green lumber members. RRIO 12) Refer to girder(s)for truss to truss connections. 13) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) EXPIRES: 12-31-2019 7=146,4=272,6=329. 14)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum April 20,2018 •1 11';-.•( J I.. i .I • • -« • I 1 1• • .. ,E ..i. t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �p a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 1. building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iNliTek• 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 20849 POLYGON NW-6373B-AMERICAN MODERN K4528768 20849 ZG GABLE 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.130 s Mar 11 2018 MiTek Industries,Inc. Fri Apr 20 17:05:57 2018 Page 2 ID:hiPFTAkm_8HQAGV9ASSVVKjzOr?n-n8mlod2cnnc790eSLLtarZbEkUNgFrg?YNuBbhz0m2u NOTES- 15)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)525 lb down and 220 lb up at 2-4-12,369 lb down and 120 lb up at 4-4-12,and 369 lb down and 120 lb up at 6-4-12,and 369 lb down and 120 lb up at 8-4-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,4-7=-20 Concentrated Loads(Ib) Vert:25=-515 27=-359 28=-359 30=-359 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,notINITT a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury MiffDimensions are in ft-in-sixteenths. 11%66, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. onal or dia TOP CHORDS 9 g,is always required. See BCSI. „ 2. Truss bracing must be designed by an engineer.For 0'1/16 4 wide truss spacing,individual lateral braces themselves I0 may require bracing,or alternative Tor I _ o bracing should be considered. 1.111=41100, O O= 3. Never exceed the design loading shown and never a0 �� d stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building C7-8 c6-7 c5-s For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0- ',d'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that , Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 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. LO reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. __,0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National Design Specification for Metal WI project engineer before use. 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, iTe Ic$ 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015