Loading...
HomeMy WebLinkAboutReport �tl• TP MiTek MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue,Suite 270 Roseville,CA 95661 Re: 12292 WED���� ` ED Telephone 916-755-3571 John Vosmek Architects LLC JUL 112022 BUILDING DIVISION The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Tecna Industries. Pages or sheets covered by this seal: R71449822 thru R71449825 My license renewal date for the state of Oregon is December 31,2022. OFFICE COPY PR0,%,s �NGINEF9 X02 97587PE r OREGON ory T ti O FtijBER �A" Gsr�N REiN�J r" S: )1 2 July 7,2022 Reinmuth,Dustin IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. - o ' ti N U NO U Ya j 42-00-00 - -� oo 1. 18-00-00 - --- 9-06-08 - - 14-05-08 - - ---- �! I 00 Oj ,————----————— ----------- V ---------- f -{{} - - YI ` i I r i I O 9 E1 0 - 3-00-00 °' > S GZ mM VoO ° cl � I s �i I i � 1 , I 0.N I � O O T4 Trusses for loading purposes only #, _ n {Np �`..ilF U E f f d T4(7) _ C� 1 sz JO c0 O Job Truss Truss Type Ory Ply John Vosmek Architects LLC 871449822 12292 E1 Roof Special Supported Gable 1 1 Job Reference(optional) Tacna Industries, McMinnville,OR-97128, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Jul 5 17:06:04 2022 Page 1 ID:dDm56BXnhalahJfgxHOxcmz?337-TYgihV2S4HESXGvhaSRhsLerwm1 KJGMIpNg2oXz?2kn 10-0-015-5-8 19-0-0 10-0-0 5-5-8 3-6-8 3x4= Scale=1:54.2 1x4 1x4 I 6 7 8 1x4 II 1x4 II 8.00 12 5 9 1x4 I 4 1x4 3 = 10 1.5x4 II 4 _ 26 1x4 II 11 1x4 II 3 12 1x4 11 25 2 13 im 1J 4- H Io 15 14 3x4 09 0 3x4— _ 23 22 21 20 19 18 17 16 2x4 1x4 11 1x4 II 1x4 II 1x4 II 3x10= 1x4 II 1.5x4 II 3x4= 1x4 II 1x4 II 3x4= 3x4= 11-0-019-9-4 3 2 15-5-8 19-0-0 1-0-0 8-9-4 0-5- 5-2-12 3-6-8 Plate Offsets(X,Y)-- [1:0-1-15,0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Well Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.18 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 13 n/a n/a BCDL 10.0 Code IRC201817PI2014 Matrix-Fl Weight:149 Ib FT=20% LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF SS G*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 11-16:2X4 DF Std G 10-0-0 oc bracing:15-16. WEBS 2X4 DF Std G OTHERS 2X4 DF Std G*Except* 19-24:2X6 OF SS G REACTIONS. All bearings 18-0-0. (lb)- Max Horz 23=124(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)13,16,15,20,21,22,23,18,17, 14 Max Grav All reactions 250 Ib or less at joint(s)13,16,15,19,20,21,22,18, 17,14 except 23=279(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.Opsf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3E)0-0-0 to 3-7-3,Exterior(2N)3-7-3 to 6-4-13,Corner(3R)6-4-13 to 13-7-3, Exterior(2N)13-7-3 to 14-11-1,Corner(3E)14-11-1 to 18-6-5 zone;cantilever left and right exposed;C-C for members and forces& Ga GD QPRO c MWFRS for reactions shown;Lumber DOL=1.15 plate grip DOL=1.15 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry SCO Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. N 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is 9 the responsibility of the fabricator to increase plate sizes to account for these factors. 97587 PE 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members. 9)Bearing at joint(s)15 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. GS MBER 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,16,15,20, 21,22,23,18,17,14. ��N 190 N�`' 11) Non Standard bearing condition. Review required. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. EXPIRES: 12/31/2022 July 7,2022 WARMtiC, Venfy ie­p)Uaramai rs a.d HEA NO-, ON ,AND N I l Df iJ Mi F K i't iFN(, 'AGE M '4i3 . X10 N� S3t 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?Pll Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Salary Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply John Vosmek Architects LLC R71449823 12,292 E2 Common Supported Gable 1 1 Job Reference(optional) Tacna Industries, McMinnville,OR-97128, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Jul 5 17:06:05 2022 Page 1 ID:dDm56BXnhalahJfgxHOxcmz?337-xkE4u24rbMJ9QUu89ywPYBzXAPu2jcR21 PbLzz?2km 9-0-0 19-0-0 9-0-0 + 10-0-0 3x4= Scale=1:54.2 1x4 II 1x4 II 6 7 8 1x4 II 1x4 II • 8.00 F12 5 9 1 x4 11 1 TE 3x4 1x4 11 4 2 3x4 10 1x4 11 2 LILI 1x4 11 3 11 1x4 II 26 1x4 II 2 12 1 13 Im 6 3x4= 23 22 21 20 19 18 17 16 15 14 3x10 11 1x4 11 1x4 II 1x4 I) 3x10= 1x4 11 1x4 11 1x4 11 1x4 II 1x4 11 3x4= 3x4— 3x4= 8-9-43R 19-0-0 8-9-4 O 9-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight:151 Ib FT=20 LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2X4 DF Std G*Except* 18-24:2X6 DF SS G REACTIONS. All bearings 18-0-0. (lb)- Max Horz 23—125(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)19,20,21,17,16,15,14 except 23=-1 56(LC 8),22=-1 06(LC 10) Max Grav All reactions 250 Ib or less at joint(s)23,19,20,21,22,17,16,15 except 18=254(LC 20), 14=276(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.Opsf;BCDL=6.Opsf;h=20ft;Cat.II;Exp B;Enclosed; MWFRS(envelope)gable end zone and C-C Corner(3E)0-1-12 to 3-8-15,Exterior(2N)3-8-15 to 5-4-13,Corner(3R)5-4-13 to 12-7-3,Exterior(2N)12-7-3 to 15-4-13,Corner(3E)15-4-13 to 19-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.15 plate grip DOL=1.15 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. �G GO PRO ss 4)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is R F the responsibility of the fabricator to increase plate sizes to account for these factors. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. f� 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 Q 97587PE 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 Ib uplift at joint(s)19,20,21,17,16, 15,14 except Qt=1b)23=156,22=106. 10)Non Standard bearing condition. Review required. ,Q E ON 0 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and ) ti referenced standard ANSI/TPI 1. ER + M@1� Gsr�nr RE,N�� EXPIRES: 12/31/2022 July 7,2022 NAFIN VG Verify Jas aram«: -d;/EAI N(, Pi ON(i i 3 AND'.N,LUUL D IXTt Kat.`PiE!t A(-,E P '4,'3- 1.,0 3FI O iL 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 {YI is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSLITP11 Quality Criteria,DSB-89 and SCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply John Vosmek Architects LLC 871449824 12,292 G1 Common Girder 1 n G Job Reference(optional) Tacna Industries, McMinnville,OR-97128, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Jul 5 17:06:14 2022 Page 1 ID:dDm568XnhalahJfgxHOxcmz?337-ATHUnw9jkMU 1 kpgcAYc2GS3RJoKPfbNm6x5a9yz?2kd 4-7-12 9-0-0 14-5-8 4-7-12 4-4-4 5-5-8 4x6 11 Scale=1:46.0 4 8.00 F12 4x5 i 5x5 Q 3 5 8x8 i 2 r7 1 � m 9 10 8 11 12 7 13 14 8x8 11 MSH29 3x10 11 MSH29 10x10= MSH29 10x10 M18AHS 11 MSH29 MSH29 MSH29 Special 4-7-12 9-0-0 14-5-8 4-7-12 4-4-4 5-5-8 Plate Offsets(X,Y)-- [3:0-0-12,0-2-0],[5:Edge 0-1-12],[7:0-5-0,0-6-4],[8:0-6-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) -0.05 7-8 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.12 7-8 >999 180 M18AHS 169/162 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code IRC2018/TP12014 Matrix-R Weight:235 Ib FT=20% LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X8 DF SS G except end verticals. WEBS 2X4 DF No.2 G'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-8,3-7:2X4 DF Std G SLIDER Left 2x8 DF SS-G-2-9-0 SUPPLEMENTARY BEARING PLATES,SPECIAL ANCHORAGE,OR REACTIONS. (size) 1=0-5-8,6=0-3-8 (req.0-4-9) OTHER MEANS TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT Max Horz 1=136(LC 29) WIDTH(SUCH AS COLUMN CAPS,BEARING BLOCKS,ETC.) Max Uplift 1—536(LC 8),6—694(LC 8) ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER Max Grav 1=6716(LC 2),6=8605(LC 2) OR THE BUILDING DESIGNER. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-8071/659,3-4=-5053/449,4-5=-5156/460,5-6=-5317/460 BOT CHORD 1-8=-594/6445,7-8=-594/6445 WEBS 3-8=-273/3869,3-7=-2944/326,4-7=-404/5252,5-7=-383/4688 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. aGLD PROce, OFFc 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 s�, ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. �Cj �NGII NE�� /Q 3)Unbalanced roof live loads have been considered for this design. 2 4)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.Opsf;BCDL=6.Opsf;h=20ft;Cat.ll;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.15 plate grip DOL=1.15 97587 PE 51 As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,� R GON will fit between the bottom chord and any other members. 9)A plate rating reduction of 20%,has been applied for the green lumber members. �js 8R �At 10)WARNING:Required bearing size at joint(s)6 greater than input bearing size. V �J 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) R E�N� 1=536,6=694. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 31�2�222/ EXPIRES:13) Use USP MSH29(With 10d nails into Girder&4-1 Od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from 2/ the left end to 12-0-12 to connect truss(es)to back face of bottom chord. July7,2022 kallmsihkabeg where ham er is in contact with lumber. ®WARNVG AL,tii t F ON 11 ilSAND,NC._JE)ED M1'4 K HE iiE'v r A(d VPI -3 reg, 1;20"0 BE POPF ilSh 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 ANSVTPll Quality Criteria,DSB-89 and BCS/Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply John Vosmek Architects LLC 871449824 12292 G1 Common Girder 1 n L Job Reference(optional) Tacna Industries, McMinnville,OR-97128, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Jul 5 17:06:14 2022 Page 2 ID:dDm568XnhalahJfgxHOxcmz?337-ATHUnw9jkMU1 kpgcAYc2GS3RJoKPfbNm6x5a9yz?2kd NOTES- 15) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2049 Ib down and 167 Ib up at 14-3-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-5=-64,1-6=-20 Concentrated Loads(lb) Vert:6=-1937(6)9=-1929(6)10=-1929(B)1 1=-1929(B)12=-1929(9)13=-1929(B)14=-1929(8) A*AfiNiti" V_ofy,.fes qn parame .r;,ring i4Ef N, GN i!IJ AND if(i Uur_v tAK t jF-i !N( '1r;E M '173 rev 'O L,it. ';�F 15r —_ Design valid for use only with MiTek®connectors This design is based only upon parameters shown and is for an individual building component,not � a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTekk" 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?Pll Quality Criteria,OSB-89 and BCSI Building Component MiTek USA,Inc. Sdetylnlormation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply John Vosmek Architects LLC R71449825 12292 G2 COMMON GIRDER 1 Job Reference(optional) Tecna Industries, McMinnville,OR-97128, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Jul 5 17:06:15 2022 Page 1 ID:dDm568XnhalahJfgxHOxcmz?337-ef rs_GALVgcuMzFpjGBHpfbeOCg2O7pwLbg7hOz?2kc 3-2-5 6-1-3 9-0-0 12-0-8 15-1-0 19-0-0 3-2-5 2-10-13 2-10-13 3-0-8 3-0-8 3-11-0 5x6 11 Scale=1:46.0 5 8.00 12 3x5 i 3x4 4 6 3x4�i 3x4 3 7 8x8 i 2 1 83x6 11 9 I 0 7x8 I 16 15 17 14 18 t3 19 12 20 11 21 10 4x5= MSH29 1.5x4 II 6x6= MSH29 8x8= 7x6= MSH29 1x4 II MSH29 THD26 MSH29 THD26 MSH29 1 3--2- 6-1-3 -0-0 2-0--8 15-1--0 18-0-0 -001 2-10-13 9 13-08 3-08 F 2-11-0 1190- 32 1 0-13 Plate Offsets(X,Y)-- [3:0-1-12,0-1-8],[4:0-1-12,0-1-8],[6:0-1-0,0-1-8],[7:0-1-12,0-1-8],[8:0-4-9,1-0-12],[11:0-2-4,0-0-8],[12:0-3-0,0-5-0],[13:0-4-0,0-5-4],[14:0-3-0,0-4-8], [15:0-2-4,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.06 12 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.69 Vert(CT) -0.14 12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(CT) 0.04 10 n/a n/a BCDL 10.0 Code IRC2018ITP12014 Matrix-R Weight:465 Ib FT=20 LUMBER- BRACING- TOP CHORD 2X6 DF SS G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X8 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 5-13:2X4 DF No.2 G,8-10:2X6 DF SS G SLIDER Left 2x4 DF Std-G-1-10-9 REACTIONS. (size) 1=0-3-8,10=0-5-8 Max Horz 1=-1 25(LC 25) Max Uplift 1=-701(LC 8),10=-724(LC 9) Max Grav 1=8720(LC 2),10=8970(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 0988/899,3-4=-9718/813,4-5=-7927/702,5-6=-7936/704,6-7=-9723/809, 7-8=-9560/782,8-9—8277/642 BOT CHORD 1-15=-726/8492,14-15=-726/8492,13-14=-653/8146,12-13=-613/8136,11-12=-575f7508, 10-11=-575/7508,9-10=-575!7508 WEBS 3-15=-145/2027,3-14=-503/102,4-14=-264/3275,4-13=-2754/292,5-13=-682/8146, 6-13=-2612/281,6-12=-246/3115,7-12=-75/827,8-10=-2375/247 NOTES �� Ep PROF sS 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. SCO NGI NEF /p Bottom chords connected as follows:2x8-3 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. 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 97587 PE -ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-16;Vult=120mph(3-second gust)Vasd=95mph;TCDL=4.Opsf;BCDL=6.Opsf;h=20ft;Cat.11;Exp B;Enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.15 plate grip DOL=1.15 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is ,p REG 4 the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Oj 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. rjN REI 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 Ib uplift at joint(s)except(jt=1b) 1=701,10=724. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and EXPIRES: 12131/2022 referenced standard ANSI/TPI 1. July 7,2022 NANN.N3Venrya j, VM F�Cti T i,SAiv'GINCL.,d.G A14rC HI i[NLF"/N„F-rt I odi 3E �t 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 ANS7/lP11 Quality Criteria,DSB-09 and BCSI Building Component MiTek USA,Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Job Truss Truss Type Qty Ply John Vosmek Architects LLC 871449825 1$292 G2 COMMON GIRDER 1 q J Job Reference(optional) Tecna Industries, McMinnville,OR-97128, 8.430 s Aug 16 2021 MiTek Industries,Inc. Tue Jul 5 17:06:15 2022 Page 2 NOTES- 1 D:dD m568XnhalahJf gxHOxcm z?337-ef rs_GALVg cu MzFpj G8 Hpf beOCg2O7pwLbg7hOz?2kc 11) Use USP MSH29(With 10d nails into Girder&4-10d nails into Truss)or equivalent spaced at 4-0-0 oc max.starting at 1-11-4 from the left end to 15-11-4 to connect truss(es)to back face of bottom chord. 12) Use USP THD26(With 18-16d nails into Girder&12-10d x 1-1/2 nails into Truss)or equivalent spaced at 6-0-0 oc max.starting at 5-11-4 from the left end to 11-11-4 to connect truss(es)to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. tsOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-9=-64,1-9=-20 Concentrated Loads(lb) Vert:14=-1929(B)12=-1929(B)16=-1929(B)17=-1929(B)18=-1929(B)19=-1929(8)20=-1929(6)21=-1929(B) WARN NG Verity de y oe�ne rrz v,l 1EAl N CS CN rHIS ANG iN( ;DEL)MITEK RE�6-�E'v ,AGC Mu- 173 en x._020 BcF ,HF 06i- Design SLDesign valid for use only with MiTek®connectors This design is based only upon parameters shown and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIlfPll Quality Criteria,DSB-89 and BCSI Building Component MiTek USA,Inc. Safety Inlormation available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION s-4-a dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 sj4' Center plate on joint unless x,y offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For C1-2 c2-3 wide truss spacing,individual lateral braces themselves 0_y161 1 may require bracing,or alternative Tor I WEBS c,7v 4 bracing should be considered. T � m � .c O O ��� 3 y� 3 m 3. Never exceed the design loading shown and never _ O stack materials on inadequately braced trusses. U T_CL U 4. Provide copies of this truss design to the building O� 0 designer,erection supervisor,property owner and For 4 x 2 orientation,locate c7-8 c6-7 C5-6 H all other interested parties. plates 0- '116"from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT7. Design assumes trusses will be suitably protected from . connector plates. the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber software or upon request. NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352, ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397, ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. 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 specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. Output. Use T Or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek@ All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. x environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words and pictures)before use.Reviewing pictures alone ANSI/TPI1: National Design Specification for Metal is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. • 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, , Installing&Bracing of Metal Plate or oche design does not take into account any dynamic 9 9 or other loads other than those expressly stated. • Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.5/19/2020 1