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Home My WebLink AboutTRUSS SPECS - 21-00182 - 2175 W 690 S - New SFRJob PRINCETON FH - CM 3C Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-4aR2UNMqreYdyUp_yOSqeOwAPl0HadyI6rzpgtzoY?? Scale = 1:52.8 T2 T2 B1 W1 W2 W3 W2 W3 T1 T1 B1 ST7ST5 ST6 ST3 ST4ST2ST1 ST7 ST5 ST6 ST3 ST4 ST2 ST1 A B C D E F G J I H AI AJ AK AL 7x10 5x6 7x10 3x8 5x8 3x8 7-9-0 7-9-0 15-6-0 7-9-0 23-3-0 7-9-0 31-0-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-6-0 7-9-0 23-3-0 7-9-0 31-0-0 7-9-0 32-0-0 1-0-0 0- 4 - 1 6- 9 - 9 7- 2 - 5 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-4-2,0-1-8], [F:0-4-2,0-1-8], [I:0-4-0,0-3-0], [M:0-1-13,0-0-12], [P:0-1-13,0-0-12], [AA:0-1-13,0-0-12], [AD:0-1-13,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.64 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.32 0.12 0.21 (loc) I H-I F I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 172 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 1 Row at midpt E-I, C-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1606/0-3-8 (min. 0-1-11), F=1606/0-3-8 (min. 0-1-11) Max Horz B=112(LC 11) Max UpliftB=-624(LC 12), F=-624(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AI=-3146/1777, C-AI=-3033/1796, C-AJ=-2100/1237, D-AJ=-1953/1260, D-AK=-1953/1260, E-AK=-2100/1237, E-AL=-3033/1796, F-AL=-3146/1777 BOT CHORD B-J=-1572/2787, I-J=-1565/2784, H-I=-1577/2784, F-H=-1585/2787 WEBS D-I=-764/937, E-I=-1093/669, E-H=-270/281, C-I=-1093/669, C-J=-271/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-11 to 2-0-8, Interior(1) 2-0-8 to 15-6-0, Exterior(2) 15-6-0 to 18-7-3, Interior(1) 18-7-3 to 32-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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 20.0psf 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) except (jt=lb) B=624, F=624. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss A2 Truss Type Common Qty 5 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-V97B6POj8ZwCpyYZdW?XF0Yhey1_n_ikopCUGCzoY_y Scale = 1:52.8 T2 T2 B1 W1 W2 W3 W2 W3 T1 T1 B1A B C D E F G J I H K L M N 7x10 5x6 7x10 3x8 5x8 1.5x4 1.5x4 3x8 7-9-0 7-9-0 15-6-0 7-9-0 23-3-0 7-9-0 31-0-0 7-9-0 -1-0-0 1-0-0 7-9-0 7-9-0 15-6-0 7-9-0 23-3-0 7-9-0 31-0-0 7-9-0 32-0-0 1-0-0 0- 4 - 1 6- 9 - 9 7- 2 - 5 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-4-2,0-1-8], [F:0-4-2,0-1-8], [I:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.64 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.32 0.12 0.21 (loc) I H-I F I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-1 oc bracing. WEBS 1 Row at midpt E-I, C-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1606/0-3-8 (min. 0-1-11), F=1606/0-3-8 (min. 0-1-11) Max Horz B=112(LC 11) Max UpliftB=-624(LC 12), F=-624(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-3146/1777, C-K=-3033/1796, C-L=-2100/1237, D-L=-1953/1260, D-M=-1953/1260, E-M=-2100/1237, E-N=-3033/1796, F-N=-3146/1777 BOT CHORD B-J=-1572/2787, I-J=-1565/2784, H-I=-1577/2784, F-H=-1585/2787 WEBS D-I=-764/937, E-I=-1093/669, E-H=-270/281, C-I=-1093/669, C-J=-271/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-11 to 2-0-8, Interior(1) 2-0-8 to 15-6-0, Exterior(2) 15-6-0 to 18-7-3, Interior(1) 18-7-3 to 32-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) except (jt=lb) B=624, F=624. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-RYFxX5QzgAAv2Fiylx2?LRdBSmszFz51G7haK4zoY_w Scale = 1:55.4 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2T1 T1 B1 ST1 A B C D E F G H I J K L M N O P Q AD AC AB AA Z Y X W V U T S R 4x5 3x4 5x6 5x6 5x6 3x4 29-0-0 29-0-0 -1-0-0 1-0-0 14-6-0 14-6-0 29-0-0 14-6-0 30-0-0 1-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [X:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) Q Q P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 168 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt I-X MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-0-0. (lb) - Max Horz B=-202(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R 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 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-14 to 1-11-2, Exterior(2) 1-11-2 to 14-6-0, Corner(3) 14-6-0 to 17-6-0, Exterior(2) 17-6-0 to 30-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 2-0-0 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) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss B2 Truss Type Common Qty 8 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:13 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-NwNiynRDCnQdHZsKsM4TQsjOlaQgjiaKjRAhPzzoY_u Scale = 1:53.6 T2 T2 B1 W1 W2 W1 W2 T1 T1 B2A B C D E F G H I L K J M N O P Q R 3x4 5x6 3x4 4x5 3x6 3x4 1.5x4 3x4 1.5x4 4x5 9-8-0 9-8-0 19-4-0 9-8-0 29-0-0 9-8-0 -1-0-0 1-0-0 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 29-0-0 7-3-0 30-0-0 1-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-0-9,Edge], [H:0-0-9,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.52 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.07 0.29 (loc) J-L J-L H H-J l/defl >934 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1508/0-5-8 (min. 0-1-10), H=1508/0-5-8 (min. 0-1-10) Max Horz B=-202(LC 10) Max UpliftB=-587(LC 12), H=-587(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2253/1210, C-M=-2125/1233, C-D=-1952/1237, D-N=-1781/1252, E-N=-1769/1265, E-O=-1769/1265, F-O=-1781/1252, F-G=-1952/1237, G-P=-2125/1233, H-P=-2253/1210 BOT CHORD B-L=-962/1815, L-Q=-533/1184, K-Q=-533/1184, K-R=-533/1184, J-R=-533/1184, H-J=-972/1815 WEBS E-J=-636/744, G-J=-571/246, E-L=-636/744, C-L=-571/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 14-6-0, Exterior(2) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 30-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B=587, H=587. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss B3 Truss Type Common Qty 10 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-r6w496Sry5YUvjQXQ4biy4FZRzmmS9oTy5vExPzoY_t Scale = 1:52.9 T2 T2 B1 W2 W1 W1 W2 T1 T3 B2 HW2 A B C D E F G H K J I L M N O P Q 3x4 5x6 3x4 4x5 3x6 3x4 1.5x4 3x4 1.5x4 4x5 9-8-0 9-8-0 19-4-0 9-8-0 28-9-0 9-5-0 -1-0-0 1-0-0 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 28-9-0 7-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-0-9,Edge], [H:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.53 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.06 0.30 (loc) I-K I-K H H-I l/defl >933 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1506/0-5-8 (min. 0-1-10), H=1392/Mechanical Max Horz B=199(LC 11) Max UpliftB=-587(LC 12), H=-532(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-2250/1211, C-L=-2122/1234, C-D=-1949/1238, D-M=-1777/1253, E-M=-1766/1266, E-N=-1765/1273, F-N=-1777/1260, F-G=-1949/1245, G-O=-2115/1240, H-O=-2247/1220 BOT CHORD B-K=-990/1812, K-P=-550/1182, J-P=-550/1182, J-Q=-550/1182, I-Q=-550/1182, H-I=-984/1808 WEBS C-K=-571/247, E-K=-637/744, E-I=-632/744, G-I=-566/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 14-6-0, Exterior(2) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 28-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B=587, H=532. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss B4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:16 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-oV2qaoU6UioC80avYVdA2VL2BnZ6wELmPPOL0IzoY_r Scale = 1:54.6 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 T1 T3 B2 ST1 A B C D E F G H I J K L M N O P AC AB AA Z Y X W V U T S R Q 4x5 3x4 5x6 5x6 5x6 3x4 28-9-0 28-9-0 -1-0-0 1-0-0 14-6-0 14-6-0 28-9-0 14-3-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [W:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 165 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt I-W MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-9-0. (lb) - Max Horz B=199(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q Max Grav All reactions 250 lb or less at joint(s) B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, P, Q 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 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-14 to 1-11-2, Exterior(2) 1-11-2 to 14-6-0, Corner(3) 14-6-0 to 17-6-0, Exterior(2) 17-6-0 to 28-9-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 2-0-0 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) B, X, Y, Z, AA, AB, AC , V, U, T, S, R, Q. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-C4kzDqW_ndAn?UJUDdBtf7zRd_R37RFD5Nd?cdzoY_o Scale = 1:44.1 T1 T1 B1 W1 W2 W3 W4 W2W3 W4 ST1 ST2 ST1 ST2 ST3 ST4 ST5 B1A B C D E F G J I HWXYZAAABAC AD AE 6x12 5x8 6x12 12x12 5x8 12x12 5x8 12x12 3x6 3x6 3x6 3x6 Special Special Special Special Special Special Special Special Special Special 5-4-6 5-4-6 10-8-12 5-4-6 16-1-2 5-4-6 21-5-8 5-4-6 3-6-15 3-6-15 7-1-13 3-6-15 10-8-12 3-6-15 14-3-11 3-6-15 17-10-9 3-6-15 21-5-8 3-6-15 0- 4 - 5 6- 7 - 6 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-3-13,Edge], [G:0-3-13,Edge], [H:0-6-0,0-6-8], [I:0-6-0,0-7-8], [J:0-6-0,0-6-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.65 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.05 0.16 (loc) H-I H-I G H-I l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 333 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=8066/0-5-8 (min. 0-4-5), G=7772/0-5-8 (min. 0-4-2) Max Horz A=135(LC 24) Max UpliftA=-3039(LC 8), G=-2928(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12693/4758, B-C=-12437/4727, C-D=-8769/3361, D-E=-8769/3361, E-F=-12398/4712, F-G=-12652/4743 BOT CHORD A-W=-4110/11006, W-X=-4110/11006, J-X=-4110/11006, J-Y=-3391/9176, Y-Z=-3391/9176, I-Z=-3391/9176, I-AA=-3385/9160, AA-AB=-3385/9160, AB-AC=-3385/9160, H-AC=-3385/9160, H-AD=-4096/10968, AD-AE=-4096/10968, G-AE=-4096/10968 WEBS D-I=-3288/8442, E-I=-2483/969, E-H=-1438/3696, F-H=-417/166, C-I=-2507/978, C-J=-1454/3738, B-J=-423/169 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=3039 , G=2928. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job PRINCETON FH - CM 3C Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:20 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-gGILQAXcYxJedeugnKi6CLVcMOnIsuVMK1MZ93zoY_n NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1378 lb down and 524 lb up at 1-6-4, 1378 lb down and 524 lb up at 3-6-4 , 1378 lb down and 524 lb up at 5-6-4, 1378 lb down and 524 lb up at 7-6-4, 1378 lb down and 524 lb up at 9-6-4, 1378 lb down and 524 lb up at 11-6-4, 1378 lb down and 524 lb up at 13-6-4, 1378 lb down and 524 lb up at 15-6-4, and 1378 lb down and 524 lb up at 17-6-4, and 1378 lb down and 524 lb up at 19-6-4 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: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: J=-1378(B) W=-1378(B) X=-1378(B) Y=-1378(B) Z=-1378(B) AA=-1378(B) AB=-1378(B) AC=-1378(B) AD=-1378(B) AE=-1378(B) Job PRINCETON FH - CM 3C Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-8TrjdWXEJFRVFoTtK2DLlY2uwoGIbX2VZh66hVzoY_m Scale = 1:22.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x5 3x4 3x4 11-2-0 11-2-0 -1-0-0 1-0-0 5-7-0 5-7-0 11-2-0 5-7-0 12-2-0 1-0-0 0- 4 - 5 3- 7 - 6 4- 2 - 2 0- 4 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-2-0. (lb) - Max Horz B=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J 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 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-14 to 1-11-2, Exterior(2) 1-11-2 to 5-7-0, Corner(3) 5-7-0 to 8-7-0, Exterior(2) 8-7-0 to 12-2-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 2-0-0 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) B, H, M, N, K, J. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss J1 Truss Type Monopitch Qty 9 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:22 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-cfP6rsYt4YZLsx23ulkaHmb?DCW?K_ufoLrgDyzoY_l Scale = 1:13.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 0-6-0 0-6-0 4-10-8 4-4-8 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 1 - 0 0- 3 - 8 2- 2 - 8 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.05 (loc) B-D B-D D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=78(LC 9) Max UpliftB=-140(LC 12), D=-84(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D 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) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=140. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss J2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-Z2XsGXa7cAp36FBS0An2MBgON?HgouNyFfKmIqzoY_j Scale = 1:11.7 T1 W1 B1 A B C D E F 1.5x4 2x4 1.5x4 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 4-0-0 0-1-8 0- 4 - 0 1- 1 0 - 0 2- 2 - 4 1- 6 - 8 0- 3 - 8 1- 1 0 - 0 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.18 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.02 (loc) B-D B-D D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Horz B=63(LC 9) Max UpliftB=-124(LC 12), D=-63(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 3-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D 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) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=124. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss J3 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-1E5ETtblNTxwjPmeZuIHvODZrPdvXLd5UJ4KqHzoY_i Scale = 1:13.6 T1 W1 B1 A B C D E F 1.5x4 2x4 1.5x4 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 5-0-0 1-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 6 - 8 0- 3 - 8 2- 2 - 8 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.02 (loc) B-E B-E E B-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=284/0-3-8 (min. 0-1-8), E=277/0-1-8 (min. 0-1-8) Max Horz B=80(LC 9) Max UpliftB=-107(LC 12), E=-125(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-251/179 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 5-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) E 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) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=107, E=125. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job PRINCETON FH - CM 3C Truss J4 Truss Type Monopitch Qty 7 Ply 1 KARTCHNER PRINCETON FH-CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Thu Feb 4 09:50:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:OtDscNBBQSW9SItcoo2vaszoYP2-VQfchDbN8n3nLZLq7bpWScllap_VGotEizptMjzoY_h Scale = 1:10.6 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-0-0 0-1-8 0- 4 - 5 1- 6 - 5 2- 1 - 1 1- 2 - 1 3 0- 3 - 8 1- 6 - 5 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B B D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=212/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8) Max Horz B=53(LC 11) Max UpliftB=-95(LC 12), D=-34(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D 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) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard