2565J Truss Engin 1
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AAGABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:29 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-cUur_QcXU5Y78IBIXiZeSLyfLNJkc3yTnDidF1yGfXy
-1-0-03-10-03-11-8
1-0-03-10-00-1-8
Scale = 1:14.5
4
1.5x4
1.5x4
3
6.0012
W1
T1
ST1
2
B1
1
65
3x41.5x41.5x4
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.06Vert(LL)0.001n/r120MT20185/148
TCDL8.0Lumber Increase1.15BC0.04Vert(TL)0.001n/r90
BCLL0.0*Rep Stress IncrYESWB0.03Horz(TL)-0.005n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 14 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 3-11-8 oc purlins,
BOT CHORD2x4 HF No.2except end verticals.
WEBS2x4 HF StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)5=14/3-11-8 (min. 0-1-8), 2=169/3-11-8 (min. 0-1-8), 6=188/3-11-8 (min. 0-1-8)
Max Horz2=61(LC 5)
Max Uplift5=-8(LC 7), 2=-16(LC 8), 6=-37(LC 8)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(10)
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
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)Gable requires continuous bottom chord bearing.
4)Gable studs spaced at 1-4-0 oc.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 6.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
10)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AA1MONOPITCH TRUSS51
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:31 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-Ys0cP6eo0joqOcLge7b6Xm2_2A_34zvmEXBkKwyGfXw
-1-0-03-10-03-11-8
1-0-03-10-00-1-8
Scale = 1:14.5
3
1.5x4
6.0012
W1
T1
2
B1
1
4
1.5x4
3x4
3-11-8
3-11-8
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.18Vert(LL)-0.012-4>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.11Vert(TL)-0.022-4>999240
BCLL0.0*Rep Stress IncrYESWB0.00Horz(TL)-0.004n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 13 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 3-11-8 oc purlins,
BOT CHORD2x4 HF No.2except end verticals.
WEBS2x4 HF StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=238/0-5-8 (min. 0-1-8), 4=129/0-1-8 (min. 0-1-8)
Max Horz2=61(LC 7)
Max Uplift2=-31(LC 8), 4=-21(LC 8)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(9)
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)* 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.
4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
8)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AA2MONOPITCH TRUSS51
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:39 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-JPVd5rkp7AoiLryD6ok_sSNFNPg7ybux4m79cSyGfXo
-1-0-05-10-05-11-8
1-0-05-10-00-1-8
Scale = 1:20.1
1.5x4
3
6.0012
W1
T1
2
B1
1
4
1.5x4
3x4
5-11-8
5-11-8
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.54Vert(LL)-0.062-4>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.29Vert(TL)-0.132-4>521240
BCLL0.0*Rep Stress IncrYESWB0.00Horz(TL)-0.004n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 19 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 5-11-8 oc purlins,
BOT CHORD2x4 HF No.2except end verticals.
WEBS2x4 HF StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=313/0-5-8 (min. 0-1-8), 4=214/0-1-8 (min. 0-1-8)
Max Horz2=89(LC 7)
Max Uplift2=-36(LC 8), 4=-36(LC 8)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(9)
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)* 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.
4)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
8)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AA3MONOPITCH TRUSS11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:41 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-GndOWXm3fn3Qa86bEDmSxtSa_CLbQVOEX4cGgLyGfXm
5-10-05-11-8
5-10-00-1-8
Scale = 1:20.1
1.5x4
2
6.0012
T1
W1
1
B1
3
1.5x4
3x4
5-11-8
5-11-8
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.60Vert(LL)-0.061-3>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.29Vert(TL)-0.131-3>521240
BCLL0.0*Rep Stress IncrYESWB0.00Horz(TL)-0.003n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 18 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 5-11-8 oc purlins,
BOT CHORD2x4 HF No.2except end verticals.
WEBS2x4 HF StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)1=223/0-5-8 (min. 0-1-8), 3=223/0-1-8 (min. 0-1-8)
Max Horz1=83(LC 5)
Max Uplift1=-16(LC 8), 3=-38(LC 8)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(9)
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)* 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.
4)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
8)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AA4GABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:42 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-k_BmjtmhQ5BHCIhooxIhU4?rVcke9xeOmkMpCnyGfXl
3-10-03-11-8
3-10-00-1-8
Scale = 1:14.5
2
1.5x4
1.5x4
6.0012
T1
W1
ST1
1
B1
3
1.5x4
1.5x4
3x4
3-11-8
3-11-8
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.23Vert(LL)-0.011-3>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.11Vert(TL)-0.021-3>999240
BCLL0.0*Rep Stress IncrYESWB0.00Horz(TL)-0.003n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 13 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 3-11-8 oc purlins,
BOT CHORD2x4 HF No.2except end verticals.
WEBS2x4 HF StudBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)1=143/0-5-8 (min. 0-1-8), 3=143/0-1-8 (min. 0-1-8)
Max Horz1=55(LC 5)
Max Uplift1=-10(LC 8), 3=-25(LC 8)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(11)
1)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
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)Gable studs spaced at 1-4-0 oc.
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)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
10)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072ABGABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:43 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-CAk8xDnJBPJ7qSF_Lepw0IXzq013uNZX?O5NlDyGfXk
-1-0-06-0-012-0-013-0-0
1-0-06-0-06-0-01-0-0
Scale = 1:22.4
4x4
3
1.5x4
1.5x4
6.0012
1.5x4
1.5x4
1.5x4
1.5x4
W1
T1T1
ST3ST3
ST2ST2
ST1ST1
4
2
B15
1
1.5x41.5x41.5x461.5x41.5x41.5x4
1.5x4
3x43x4
6-0-012-0-0
6-0-06-0-0
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.45Vert(LL)-0.034-6>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.29Vert(TL)-0.074-6>999240
BCLL0.0*Rep Stress IncrYESWB0.08Horz(TL)0.014n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 49 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 DF No.1&BtrTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
OTHERS2x4 HF Stud
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=543/0-5-8 (min. 0-1-8), 4=543/0-5-8 (min. 0-1-8)
Max Horz2=-42(LC 9)
Max Uplift2=-52(LC 8), 4=-52(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-571/28, 3-4=-571/28
BOT CHORD2-6=0/439, 4-6=0/439
NOTES(10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4)Gable studs spaced at 1-4-0 oc.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
10)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AB1KINGPOST21
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:45 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-8ZsuLvpaj0Zr3mPNT3rO6jdEsqjWMH3qSiaUp6yGfXi
6-0-011-10-8
6-0-05-10-8
Scale = 1:21.3
4x4
2
6.0012
T2
T1
W1
3
1
B1
4
1.5x4
3x43x4
6-0-011-10-8
6-0-05-10-8
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.73Vert(LL)-0.041-4>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.29Vert(TL)-0.081-4>999240
BCLL0.0*Rep Stress IncrYESWB0.08Horz(TL)0.013n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 33 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 4-3-4 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)1=463/0-3-8 (min. 0-1-8), 3=463/0-3-8 (min. 0-1-8)
Max Horz1=36(LC 8)
Max Uplift1=-34(LC 8), 3=-34(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD1-2=-587/30, 2-3=-589/31
BOT CHORD1-4=0/458, 3-4=0/458
NOTES(8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* 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.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3.
6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
7)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AB2GABLE21
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:46 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-clQHZEpCUKhihw_Z1mMdew9Z2D7y5lJzhMK1MYyGfXh
-1-0-06-0-012-0-013-0-0
1-0-06-0-06-0-01-0-0
Scale = 1:24.6
3x4
7
1.5x41.5x4
8
1.5x41.5x4
6
9
5
6.0012
1.5x41.5x4
10
4
1.5x41.5x4
11
ST4ST4
T1T1
3
ST3ST3
ST2ST2
ST1ST1
12
2
13
B1
1
2120191817161514
3x43x4
1.5x41.5x41.5x41.5x41.5x41.5x4
1.5x41.5x4
12-0-0
12-0-0
Plate Offsets (X,Y):[7:0-2-0,Edge]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.06Vert(LL)-0.0013n/r120MT20185/148
TCDL8.0Lumber Increase1.15BC0.02Vert(TL)-0.0013n/r90
BCLL0.0*Rep Stress IncrYESWB0.02Horz(TL)0.0012n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 49 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONSAll bearings 12-0-0.
(lb) - Max Horz2=42(LC 8)
Max UpliftAll uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 16, 15, 14
Max GravAll reactions 250 lb or less at joint(s) 2, 12, 18, 17, 19, 20, 21, 16, 15, 14
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20, 21,
16, 15, 14.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
10)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AB3Common Truss21
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:49 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-1K6PBGs4mF3HYNj8ivwKGZntHRwVIupPNKYhytyGfXe
3-5-46-0-08-6-1212-0-0
3-5-42-6-122-6-123-5-4
Scale = 1:22.6
7x8 MT18H
3
6.0012
4x44x4
4
2
T1T1
W1
W2W2
W3W3
5
1
B1
5x149101112
876
HUS28HUS28HUS28HUS28
3x812x123x8
5x14
HUS28
3-5-46-0-08-6-1212-0-0
3-5-42-6-122-6-123-5-4
Plate Offsets (X,Y):[1:0-3-15,0-2-12], [2:0-1-0,0-1-8], [4:0-1-0,0-1-8], [5:0-3-15,0-2-12], [6:0-6-0,0-1-8], [7:0-6-0,0-6-4], [8:0-6-0,0-1-8]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.90Vert(LL)-0.147>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.93Vert(TL)-0.267>542240MT18H185/148
BCLL0.0*Rep Stress IncrNOWB0.93Horz(TL)0.055n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 61 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 1-4-12 oc purlins.
BOT CHORD2x8 DF SSBOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud *Except*
MiTek recommends that Stabilizers and required cross bracing
W1: 2x4 HF No.2
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)1=3934/0-5-8 (min. 0-4-3), 5=3995/0-5-8 (min. 0-4-4)
Max Horz1=34(LC 8)
Max Uplift1=-313(LC 8), 5=-318(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD1-2=-6716/529, 2-3=-5202/425, 3-4=-5202/425, 4-5=-6707/530
BOT CHORD1-9=-482/5972, 8-9=-482/5972, 8-10=-482/5972, 7-10=-482/5972, 7-11=-448/5963,
6-11=-448/5963, 6-12=-448/5963, 5-12=-448/5963
WEBS3-7=-349/4436, 4-7=-1589/168, 4-6=-104/1370, 2-7=-1599/167, 2-8=-105/1380
NOTES(12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)All plates are MT20 plates unless otherwise indicated.
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) except (jt=lb)
1=313, 5=318.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
8)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at
2-0-12 from the left end to 10-0-12 to connect truss(es) D1 (1 ply 2x4 HF) to back face of bottom chord.
10)Fill all nail holes where hanger is in contact with lumber.
11)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
12)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads (plf)
Vert: 1-3=-66, 3-5=-66, 1-5=-14
Continued on page 2
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AB3Common Truss21
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:49 2013 Page 2
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-1K6PBGs4mF3HYNj8ivwKGZntHRwVIupPNKYhytyGfXe
LOAD CASE(S)
Standard
Concentrated Loads (lb)
Vert: 7=-1401(B) 9=-1401(B) 10=-1401(B) 11=-1401(B) 12=-1401(B)
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072ACGABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:51 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-zjDAcytLIsJ?nhtWpKyoL_tQnEq_m0Siqe1o1myGfXc
-1-0-05-0-010-0-011-0-0
1-0-05-0-05-0-01-0-0
Scale = 1:22.2
3x4
6
1.5x41.5x4
7
1.5x451.5x4
8
6.0012
4
1.5x41.5x4
9
3
ST3ST3
T1T1
ST2ST2
ST1ST1
10
2
B111
1
171615141312
3x43x4
1.5x41.5x41.5x41.5x41.5x41.5x4
10-0-0
10-0-0
Plate Offsets (X,Y):[6:0-2-0,Edge]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.06Vert(LL)-0.0011n/r120MT20185/148
TCDL8.0Lumber Increase1.15BC0.03Vert(TL)-0.0011n/r90
BCLL0.0*Rep Stress IncrYESWB0.03Horz(TL)0.0010n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 38 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONSAll bearings 10-0-0.
(lb) - Max Horz2=-36(LC 13)
Max UpliftAll uplift 100 lb or less at joint(s) 2, 10, 16, 17, 13, 12
Max GravAll reactions 250 lb or less at joint(s) 2, 10, 15, 14, 16, 17, 13, 12
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 1-4-0 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 13,
12.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
10)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AC1GABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:53 2013 Page 1
ID:VYxegkvZlG12fqOlUKMlLKzV3GG-v5Lw1evbqTZj1_0vxk_GQPyik2SfEvG?IyWv5eyGfXa
-1-0-05-0-010-0-011-0-0
1-0-05-0-05-0-01-0-0
Scale = 1:21.9
4x4
3
1.5x4
1.5x4
6.0012
1.5x4
1.5x4
W1
T1T1
ST2ST2
ST1ST1
4
2
B15
1
1.5x41.5x461.5x41.5x4
1.5x4
3x43x4
5-0-010-0-0
5-0-05-0-0
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.29Vert(LL)-0.022-6>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.21Vert(TL)-0.042-6>999240
BCLL0.0*Rep Stress IncrYESWB0.07Horz(TL)0.014n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 39 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 DF No.1&BtrTOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
OTHERS2x4 HF Stud
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=464/0-3-8 (min. 0-1-8), 4=464/0-3-8 (min. 0-1-8)
Max Horz2=36(LC 8)
Max Uplift2=-46(LC 8), 4=-46(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-494/23, 3-4=-494/23
BOT CHORD2-6=0/368, 4-6=0/368
NOTES(10)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4)Gable studs spaced at 1-4-0 oc.
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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
10)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AC2Common41
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:54 2013 Page 1
ID:VYxegkvZlG12fqOlUKMlLKzV3GG-NIvIE_wDbnhae8b5VSVVzcVrXSowzMW9XcGSe5yGfXZ
-1-0-05-0-010-0-011-0-0
1-0-05-0-05-0-01-0-0
Scale = 1:21.9
4x4
3
6.0012
W1
T1T1
4
2
B15
1
6
1.5x4
3x43x4
5-0-010-0-0
5-0-05-0-0
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.42Vert(LL)-0.022-6>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.21Vert(TL)-0.042-6>999240
BCLL0.0*Rep Stress IncrYESWB0.07Horz(TL)0.014n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 30 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=464/0-3-8 (min. 0-1-8), 4=464/0-3-8 (min. 0-1-8)
Max Horz2=-36(LC 9)
Max Uplift2=-46(LC 8), 4=-46(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-493/23, 3-4=-493/23
BOT CHORD2-6=0/367, 4-6=0/367
NOTES(8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* 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.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4.
6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
7)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072ADGABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:57 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-osbRt?y5ui48VcKgAa3CbF7Oyfn4Ah6bDZU6EQyGfXW
-1-0-018-0-035-10-8
1-0-018-0-017-10-8
Scale = 1:61.6
3x6
15161718
6.0012
14
19
13
20
12
21
11
T2
22
10
T2
23
9
5x5
ST12ST1224
5x5
8
25
7
ST13ST13
ST11ST11
26
6
ST10ST10
ST9ST9
27
5
ST8ST8
ST7ST7
28
ST6ST6
4
ST5ST5
T1
T3
29
ST4ST4
3
ST3ST3
ST1ST1
ST2ST2
30
2
1
B1B2
42
3x5474645444341403x5
57565554535251504948393837363534333231
3x6
35-10-8
35-10-8
Plate Offsets (X,Y):[7:0-2-8,0-3-0], [16:0-3-0,Edge], [25:0-2-8,0-3-0]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.28Vert(LL)-0.0841>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.44Vert(TL)-0.1641>824240
BCLL0.0*Rep Stress IncrYESWB0.21Horz(TL)0.0330n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 235 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS2x4 HF Stud *Except* WEBS1 Row at midpt14-46, 18-43
ST13,ST12,ST11: 2x4 HF No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONSAll bearings 14-5-8 except (jt=length) 30=12-4-0, 38=12-4-0, 37=12-4-0, 36=12-4-0, 35=12-4-0, 34=12-4-0,
33=12-4-0, 32=12-4-0, 31=12-4-0.
(lb) - Max Horz2=119(LC 8)
Max UpliftAll uplift 100 lb or less at joint(s) 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 36, 35, 34, 33, 32, 31
except 38=-107(LC 9), 37=-255(LC 1)
Max GravAll reactions 250 lb or less at joint(s) 50, 51, 52, 53, 54, 55, 56, 57, 37, 36, 35, 34, 33, 32, 31
except 2=359(LC 1), 30=281(LC 1), 48=346(LC 19), 38=650(LC 1)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-479/0, 3-4=-466/0, 4-5=-462/0, 5-6=-463/0, 6-7=-463/0, 7-8=-465/6,
8-9=-464/18, 9-10=-465/29, 10-11=-466/41, 11-12=-442/58, 12-13=-482/61,
13-14=-470/72, 14-15=-449/82, 15-16=-382/77, 16-17=-368/69, 17-18=-436/72,
18-19=-448/58, 19-20=-466/41, 20-21=-497/26, 21-22=-508/9, 22-23=-411/0,
23-24=-471/0, 24-25=-465/0, 25-26=-463/0, 26-27=-463/0, 27-28=-462/0, 28-29=-467/0,
29-30=-480/0
BOT CHORD2-57=0/397, 56-57=0/397, 55-56=0/397, 54-55=0/397, 53-54=0/397, 52-53=0/398,
51-52=0/398, 50-51=0/398, 49-50=0/398, 48-49=0/398, 47-48=0/398, 46-47=0/398,
45-46=0/398, 44-45=0/398, 43-44=0/398, 42-43=0/398, 41-42=0/398, 40-41=0/398,
39-40=0/398, 38-39=0/398, 37-38=0/398, 36-37=0/398, 35-36=0/398, 34-35=0/397,
33-34=0/397, 32-33=0/397, 31-32=0/397, 30-31=0/397
WEBS22-38=-305/67
NOTES(11)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable studs spaced at 1-4-0 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 20.0psf 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.
Continued on page 2
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072ADGABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:23:57 2013 Page 2
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-osbRt?y5ui48VcKgAa3CbF7Oyfn4Ah6bDZU6EQyGfXW
NOTES
(11)
8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 36, 35, 34, 33, 32,
31 except (jt=lb) 38=107, 37=255.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
10)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
11)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)
Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AD1COMMON TRUSS111
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:24:00 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-CRGZV1__BdSjM33FrjcvDtlppsj?N1Y1vXjmrkyGfXT
-1-0-06-9-1512-8-218-0-023-3-1429-2-135-10-8
1-0-06-9-155-10-25-3-145-3-145-10-26-8-7
Scale = 1:60.6
5x5
6
6.0012
3x43x4
7
5
T2
T2
1.5x4
3x8
3x8
1.5x4
8
4
9
W1
W2W2
3
W3W3
T3
T1
W4W4
10
2
1
B1B2
14151612171811
13
3x84x5
3x43x63x4
3x8
9-2-1118-0-026-9-535-10-8
9-2-118-9-58-9-59-1-3
Plate Offsets (X,Y):[2:0-8-0,0-0-6], [10:0-2-2,0-1-13]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.69Vert(LL)-0.2713-14>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.74Vert(TL)-0.5113-14>839240
BCLL0.0*Rep Stress IncrYESWB0.23Horz(TL)0.1510n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 145 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 2-5-6 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud *Except* WEBS1 Row at midpt7-13, 5-13
W1,W2: 2x4 HF No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=1499/0-5-8 (min. 0-2-7), 10=1415/Mechanical
Max Horz2=119(LC 8)
Max Uplift2=-123(LC 8), 10=-104(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-2632/200, 3-4=-2378/181, 4-5=-2358/203, 5-6=-1654/165, 6-7=-1654/165,
7-8=-2344/204, 8-9=-2363/181, 9-10=-2613/200
BOT CHORD2-14=-225/2253, 14-15=-121/1810, 15-16=-121/1810, 13-16=-121/1810, 12-13=-35/1805,
12-17=-35/1805, 17-18=-35/1805, 11-18=-35/1805, 10-11=-117/2229
WEBS6-13=-75/1083, 7-13=-641/164, 7-11=-47/487, 9-11=-348/139, 5-13=-648/163,
5-14=-46/498, 3-14=-363/140
NOTES(9)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* 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 = 7.0psf.
5)Refer to girder(s) for truss to truss connections.
6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=123, 10=104.
7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
8)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
9)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AD2COMMON TRUSS11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:24:02 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-8qOKwj0EjEiRcNCez7eNIIq8hgP8rx0KMrCtwdyGfXR
-1-0-06-9-1512-8-218-0-023-3-1429-2-136-0-0
1-0-06-9-155-10-25-3-145-3-145-10-26-9-15
Scale = 1:60.6
5x5
6
6.0012
3x43x4
7
5
T2
T2
1.5x4
3x8
3x8
1.5x4
8
4
9
W1
W2W2
3
W3W3
T3
T1
W4W4
10
2
1
B1B2
14151612171811
13
3x83x8
3x43x63x4
3x8
9-2-1118-0-026-9-536-0-0
9-2-118-9-58-9-59-2-11
Plate Offsets (X,Y):[2:0-8-0,0-0-6], [10:0-8-0,0-0-6]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.73Vert(LL)-0.2813-14>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.76Vert(TL)-0.5113-14>832240
BCLL0.0*Rep Stress IncrYESWB0.23Horz(TL)0.1510n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 145 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 2-3-2 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud *Except* WEBS1 Row at midpt7-13, 5-13
W1,W2: 2x4 HF No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=1504/0-5-8 (min. 0-2-8), 10=1420/0-5-8 (min. 0-2-5)
Max Horz2=119(LC 8)
Max Uplift2=-123(LC 8), 10=-105(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-2643/200, 3-4=-2388/181, 4-5=-2369/204, 5-6=-1665/166, 6-7=-1665/165,
7-8=-2378/207, 8-9=-2397/184, 9-10=-2653/203
BOT CHORD2-14=-225/2263, 14-15=-121/1820, 15-16=-121/1820, 13-16=-121/1820, 12-13=-36/1823,
12-17=-36/1823, 17-18=-36/1823, 11-18=-36/1823, 10-11=-121/2273
WEBS6-13=-76/1092, 7-13=-652/164, 7-11=-49/508, 9-11=-369/142, 5-13=-648/163,
5-14=-46/498, 3-14=-363/140
NOTES(8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* 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 = 7.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=123, 10=105.
6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
7)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AD3Common Truss41
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:24:04 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-4DW4LO1UEsy9rhM04YhrNjvVuU58JrVdq9h__WyGfXP
-1-0-06-9-1512-8-218-0-023-3-1429-2-136-0-037-0-0
1-0-06-9-155-10-25-3-145-3-145-10-26-9-151-0-0
Scale: 3/16"=1'
5x5
6
6.0012
3x43x4
7
5
T2
T2
1.5x4
3x8
3x8
1.5x4
8
4
9
W1
W2W2
3
W3W3
T1T1
W4W4
10
2
11
1
B1B2
15161713181912
3x83x8
14
3x43x63x4
3x8
9-2-1118-0-026-9-536-0-0
9-2-118-9-58-9-59-2-11
Plate Offsets (X,Y):[2:0-8-0,0-0-6], [10:0-8-0,0-0-6]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.68Vert(LL)-0.2812-14>999360MT20185/148
TCDL8.0Lumber Increase1.15BC0.73Vert(TL)-0.5112-14>835240
BCLL0.0*Rep Stress IncrYESWB0.23Horz(TL)0.1510n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 146 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 2-5-8 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
WEBS2x4 HF Stud *Except* WEBS1 Row at midpt7-14, 5-14
W1,W2: 2x4 HF No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS(lb/size)2=1503/0-5-8 (min. 0-2-8), 10=1503/0-5-8 (min. 0-2-8)
Max Horz2=-114(LC 13)
Max Uplift2=-123(LC 8), 10=-123(LC 9)
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD2-3=-2640/200, 3-4=-2385/181, 4-5=-2366/203, 5-6=-1662/165, 6-7=-1662/165,
7-8=-2366/204, 8-9=-2385/181, 9-10=-2640/200
BOT CHORD2-15=-220/2260, 15-16=-115/1817, 16-17=-115/1817, 14-17=-115/1817, 13-14=-30/1817,
13-18=-30/1817, 18-19=-30/1817, 12-19=-30/1817, 10-12=-106/2260
WEBS6-14=-75/1090, 7-14=-648/163, 7-12=-46/498, 9-12=-363/140, 5-14=-648/163,
5-15=-46/498, 3-15=-363/140
NOTES(8)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)* 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 = 7.0psf.
5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=123, 10=123.
6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
7)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
8)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard
JobTrussTruss TypeQtyPly
YELM PROPERTIES / 2565J-OPT2 / RMW
1207072AD4GABLE11
Job Reference (optional)
The Truss Co./ Tri-County Truss, Sumner WA / Eugene OR / Burlington WA, RW7.430 s Jul 25 2013 MiTek Industries, Inc. Fri Nov 22 08:24:07 2013 Page 1
ID:TCaVAlHDPJIrQvCouRUbBfyzOnK-VoBDzQ4NXnKji85blhEY?MX9ghHmWEE3W7vebqyGfXM
-1-0-018-0-035-10-8
1-0-018-0-017-10-8
Scale = 1:61.7
3x6
15161718
6.0012
14
19
13
20
12
21
11
T2
22
10
T2
23
9
5x5
ST12ST12
24
5x5
8
25
7
ST13ST13
ST11ST11
26
6
ST10ST10
ST9ST9
27
5
ST8ST8
ST7ST7
28
4ST6ST6
ST5ST5
T1
T3
29
ST4ST4
3
ST3ST3
ST1ST1
ST2ST2
30
2
1
B1B2
3x53x5
575655545352515049484746454443424140393837363534333231
3x6
35-10-8
35-10-8
Plate Offsets (X,Y):[7:0-2-8,0-3-0], [16:0-3-0,Edge], [25:0-2-8,0-3-0]
LOADING(psf)SPACING2-0-0CSIDEFLin(loc)l/deflL/dPLATESGRIP
TCLL25.0Plates Increase1.15TC0.07Vert(LL)-0.001n/r120MT20185/148
TCDL8.0Lumber Increase1.15BC0.03Vert(TL)-0.001n/r90
BCLL0.0*Rep Stress IncrYESWB0.10Horz(TL)0.0130n/an/a
BCDL7.0CodeIRC2012/TPI2007(Matrix)Weight: 235 lbFT = 16%
LUMBERBRACING
TOP CHORD2x4 HF No.2TOP CHORDStructural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD2x4 HF No.2BOT CHORDRigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS2x4 HF Stud *Except* WEBS1 Row at midpt15-45, 17-44, 14-46, 18-43
ST13,ST12,ST11: 2x4 HF No.2
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONSAll bearings 35-10-8.
(lb) - Max Horz2=119(LC 8)
Max UpliftAll uplift 100 lb or less at joint(s) 2, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 43, 41, 40,
39, 38, 37, 36, 35, 34, 33, 32, 31
Max GravAll reactions 250 lb or less at joint(s) 2, 30, 45, 44, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56,
57, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31
FORCES(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES(12)
1)Unbalanced roof live loads have been considered for this design.
2)Wind: ASCE 7-10; Vult=110mph (3-second gust) V(IRC2012)=87mph; TCDL=4.8psf; BCDL=4.2psf; 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=1.33 plate
grip DOL=1.33
3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry
Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.
4)All plates are 1.5x4 MT20 unless otherwise indicated.
5)Gable requires continuous bottom chord bearing.
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.
8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 46, 47, 48, 49,
50, 51, 52, 53, 54, 55, 56, 57, 43, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 31.
10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
11)"Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
12)All dimensions given in feet-inches-sixteenths (FFIISS) format.
LOAD CASE(S)Standard