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HomeMy WebLinkAboutTRUSS SPECS - 21-00531 - 2188 W 690 S - New SFRJob ATHENS CM 3C 2021 Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-ZyTflC791iN_J_Pv96pRHJ_IBthKwGjw1MNXdrzMTqD Scale = 1:76.2 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3ST2 ST1 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1 A B C D E F G H I J K P O N M L BE BF BG BH 5x6 5x6 3x8 3x4 3x4 5x6 5x6 3x4 2x4 5x6 5x6 3x4 3x4 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:0-1-11,Edge], [L:0-1-8,0-1-8], [M:0-3-0,0-3-0], [O:0-3-0,0-3-0], [P:0-1-8,0-0-3] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.83 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.59 0.16 0.31 (loc) L-N L-N J J-L l/defl >999 >801 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 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* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 1 Row at midpt G-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2046/0-5-8 (min. 0-2-3), J=2046/0-5-8 (min. 0-2-3) Max Horz B=-224(LC 10) Max UpliftB=-793(LC 12), J=-793(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BE=-3668/1340, C-BE=-3576/1354, C-D=-3342/1295, D-E=-3160/1318, E-F=-2324/968, F-G=-2324/968, G-H=-3160/1318, H-I=-3342/1295, I-BF=-3576/1354, J-BF=-3668/1340 BOT CHORD B-P=-1119/3171, O-P=-845/2597, O-BG=-845/2597, N-BG=-845/2597, N-BH=-845/2597, M-BH=-845/2597, L-M=-845/2597, J-L=-1119/3171 WEBS F-N=-711/1576, G-N=-928/407, G-L=-311/688, I-L=-490/291, E-N=-928/407, E-P=-311/688, C-P=-490/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 2-11-3, Exterior(2N) 2-11-3 to 20-0-0, Corner(3R) 20-0-0 to 24-0-0 , Exterior(2N) 24-0-0 to 41-0-13 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, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=793, J=793. 9) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-_X8nND91KdlZAR8UqEM8uycpQ5i17mcNkKcBEAzMTqA Scale = 1:70.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2AB C D E F G H I J K P O N M L Q R S T U V W X 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 3x6 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-1-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.83 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.59 0.16 0.33 (loc) L-N L-N J N-P l/defl >999 >801 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 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* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 1 Row at midpt F-N, G-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2046/0-5-8 (min. 0-2-3), J=2046/0-5-8 (min. 0-2-3) Max Horz B=224(LC 11) Max UpliftB=-793(LC 12), J=-793(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-3668/1615, C-Q=-3576/1630, C-D=-3342/1573, D-E=-3160/1596, E-R=-2324/1113, F-R=-2216/1128, F-S=-2216/1128, G-S=-2324/1113, G-H=-3160/1596, H-I=-3342/1573, I-T=-3576/1630, J-T=-3668/1615 BOT CHORD B-U=-1349/3171, P-U=-1349/3171, O-P=-1028/2597, O-V=-1028/2597, N-V=-1028/2597, N-W=-1031/2597, M-W=-1031/2597, L-M=-1031/2597, L-X=-1352/3171, J-X=-1352/3171 WEBS F-N=-807/1576, G-N=-928/486, G-L=-430/688, I-L=-490/194, E-N=-928/486, E-P=-430/688, C-P=-490/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-11-3, Interior(1) 2-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-13 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=793, J=793. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss A3 Truss Type Common Qty 9 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-wvGYovBIsF?HPlHtyfPc_Ni8AuNHbg6gBe5IJ3zMTq8 Scale = 1:69.4 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T3 B1B2AB C D E F G H I J O N M L K P Q R S T U V W 3x6 5x6 3x6 5x6 3x6 4x8 3x6 3x4 1.5x4 3x6 3x4 1.5x4 5x6 3x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-1-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.84 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.59 0.16 0.34 (loc) M-O M-O J K-M l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. WEBS 1 Row at midpt F-M, G-M, E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2048/0-5-8 (min. 0-2-3), J=1936/0-5-8 (min. 0-2-1) Max Horz B=221(LC 11) Max UpliftB=-794(LC 12), J=-740(LC 12) Max GravB=2048(LC 1), J=1948(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3672/1616, C-P=-3579/1631, C-D=-3345/1574, D-E=-3164/1597, E-Q=-2327/1114, F-Q=-2219/1129, F-R=-2219/1125, G-R=-2327/1110, G-H=-3172/1584, H-I=-3354/1562, I-S=-3550/1620, J-S=-3662/1606 BOT CHORD B-T=-1375/3174, O-T=-1375/3174, N-O=-1054/2599, N-U=-1054/2599, M-U=-1054/2599, M-V=-1046/2602, L-V=-1046/2602, K-L=-1046/2602, K-W=-1370/3186, J-W=-1370/3186 WEBS F-M=-808/1579, G-M=-933/488, G-K=-422/698, I-K=-499/196, E-M=-928/486, E-O=-430/688, C-O=-489/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-11-3, Interior(1) 2-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 39-9-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=794, J=740. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss A4 Truss Type Common Qty 8 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-O6qw?FBwdY781vs3WMwrWaEKHIkhK7MpQIqrrVzMTq7 Scale = 1:69.3 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2AB C D E F G H I J O N M L K P Q R S T U V W 3x6 5x6 3x6 5x6 3x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 5x6 3x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 39-9-0 9-9-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 39-9-0 6-5-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-0-0,0-1-6] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.83 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.59 0.16 0.34 (loc) M-O M-O J K-M l/defl >999 >803 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 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* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 1 Row at midpt E-M, F-M, G-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2044/0-5-8 (min. 0-2-3), J=1932/Mechanical Max Horz B=221(LC 11) Max UpliftB=-792(LC 12), J=-738(LC 12) Max GravB=2044(LC 1), J=1944(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3663/1612, C-P=-3571/1627, C-D=-3336/1570, D-E=-3155/1592, E-Q=-2318/1109, F-Q=-2210/1124, F-R=-2210/1121, G-R=-2318/1106, G-H=-3144/1571, H-I=-3325/1548, I-S=-3512/1603, J-S=-3624/1589 BOT CHORD B-T=-1370/3166, O-T=-1370/3166, N-O=-1050/2591, N-U=-1050/2591, M-U=-1050/2591, M-V=-1038/2586, L-V=-1038/2586, K-L=-1038/2586, K-W=-1350/3144, J-W=-1350/3144 WEBS C-O=-490/194, E-O=-430/688, E-M=-928/485, F-M=-804/1571, G-M=-924/482, G-K=-412/680, I-K=-479/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-10-15, Interior(1) 2-10-15 to 20-0-0, Exterior(2R) 20-0-0 to 23-11-11, Interior(1) 23-11-11 to 39-8-4 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=792, J=738. 7) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-pgW2dGEowTVjuMbeBVTY8DsnKVivXUUF6G3VSqzMTq4 Scale = 1:83.3 T2 T3 B1 W4 W3 W2 W1 W2 W3 W4 T1 T4 B3B2 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST9 ST7 ST8 ST5 ST6 ST3 A B C D E F G H I J O N M L KAKALAMANAOAP 5x6 4x12 3x6 8x12 3x4 4x5 5x6 2x4 2x4 2x4 7x10 4x5 3x4 5x6 2x4 7x10 5x6 SpecialSpecialSpecial 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 39-9-0 9-9-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 39-9-0 6-5-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-2-0], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:0-1-0,0-0-11], [L:0-5-0,0-4-8], [N:0-5-0,0-4-8], [O:0-2-0,0-0-5] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.99 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.57 -0.80 0.13 0.46 (loc) M-O M-O J M-O l/defl >832 >590 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 1 Row at midpt E-M, F-M, G-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2534/0-5-8 (min. 0-2-11), J=2273/Mechanical Max Horz B=221(LC 7) Max UpliftB=-973(LC 8), J=-864(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4878/1800, C-D=-4476/1750, D-E=-4349/1764, E-F=-3129/1275, F-G=-3129/1275, G-H=-3774/1591, H-I=-4003/1578, I-J=-4404/1628 BOT CHORD B-O=-1541/4236, N-O=-1210/3488, N-AK=-1210/3488, AK-AL=-1210/3488, AL-AM=-1210/3488, AM-AN=-1210/3488, M-AN=-1210/3488, M-AO=-1132/3273, L-AO=-1132/3273, L-AP=-1132/3273, K-AP=-1132/3273, J-K=-1388/3813 WEBS C-O=-471/200, E-O=-444/984, E-M=-1163/494, F-M=-987/2189, G-M=-878/433, G-K=-349/599, I-K=-478/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft; 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 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, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=973, J=864. 10) 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 277 lb down and 108 lb up at 14-5-4, and 277 lb down and 108 lb up at 16-5-4, and 277 lb down and 108 lb up at 18-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 Job ATHENS CM 3C 2021 Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:42 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-Ht3RrcFQhndaVWAqlC_nhQPy4v28GxkPLwo3_GzMTq3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, F-J=-84, B-J=-14 Concentrated Loads (lb) Vert: AK=-277(F) AM=-277(F) AN=-277(F) Job ATHENS CM 3C 2021 Truss B1 Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-DFBBGIGhCOtHlqKDsd1FmrUN6jqEkq7ioEH929zMTq1 Scale = 1:67.2 0- 1 - 5 0- 1 - 5 T1 T2 T1 B1 W4 W3 W1 W2 W1 W2 W1 W3 W4 T3 B3B2AB C D E F G H I J N M L K O P Q R S T U V W X Y Z AA AB 7x10 7x10 4x12 6x8 1.5x4 12x12 2x4 4x8 7x10 8x12 1.5x4 4x12 Special Special Special Special Special Special Special Special Special Special Special Special 8-0-0 8-0-0 15-3-7 7-3-7 22-8-9 7-5-3 30-0-0 7-3-7 38-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 15-3-7 7-3-7 22-8-9 7-5-3 30-0-0 7-3-7 34-0-0 4-0-0 38-0-0 4-0-0 39-0-0 1-0-0 0- 4 - 3 4- 2 - 1 4 4- 4 - 3 4- 9 - 1 5 0- 4 - 3 4- 2 - 1 4 6.00 12 Plate Offsets (X,Y)-- [B:0-1-9,Edge], [D:0-6-12,0-2-4], [F:0-5-0,0-4-8], [G:0-6-12,0-2-4], [I:0-1-9,Edge], [K:0-6-0,0-6-0], [L:0-3-8,0-2-0], [M:0-6-0,0-6-12], [N:0-3-8,0-4-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.63 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.72 0.13 0.38 (loc) L-M L-M I L-M l/defl >851 >629 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 484 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 *Except* T2,T3: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 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 BRACING- TOP CHORD Sheathed or 3-11-2 oc purlins, except 2-0-0 oc purlins (4-6-1 max.): D-G. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. REACTIONS.(lb/size)B=5150/0-3-8 (min. 0-2-12), I=5150/0-3-8 (min. 0-2-12) Max Horz B=93(LC 7) Max UpliftB=-1936(LC 8), I=-1936(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-11050/4081, C-D=-10808/4061, D-O=-14061/5321, O-P=-14061/5320, E-P=-14065/5320, E-F=-14060/5318, F-Q=-14091/5331, Q-R=-14087/5331, G-R=-14087/5332, G-H=-10800/4058, H-I=-11044/4079 BOT CHORD B-N=-3593/9841, N-S=-3510/9635, S-T=-3510/9635, T-U=-3510/9635, M-U=-3510/9635, M-V=-5188/14116, V-W=-5188/14116, W-X=-5188/14116, X-Y=-5188/14116, L-Y=-5188/14116, L-Z=-3507/9629, Z-AA=-3507/9629, AA-AB=-3507/9629, K-AB=-3507/9629, I-K=-3591/9836 WEBS C-N=-352/200, D-N=-800/1991, D-M=-1869/5108, E-M=-783/230, F-L=-838/230, G-L=-1885/5143, G-K=-792/1971, H-K=-352/198 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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=1936, I=1936. 9) 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job ATHENS CM 3C 2021 Truss B1 Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:45 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-hSlZTeHJzi08M_uPQKYUI31Ys7ATTHNr1u1jbbzMTq0 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1376 lb down and 512 lb up at 8-0-0, 365 lb down and 142 lb up at 10-0-12, 365 lb down and 142 lb up at 12-0-12, 365 lb down and 142 lb up at 14-0-12, 365 lb down and 142 lb up at 16-0-12, 365 lb down and 142 lb up at 18-0-12, 365 lb down and 142 lb up at 19-11-4, 365 lb down and 142 lb up at 21-11-4, 365 lb down and 142 lb up at 23-11-4, 365 lb down and 142 lb up at 25-11-4, and 365 lb down and 142 lb up at 27-11-4, and 1376 lb down and 512 lb up at 29-11-4 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, G-J=-84, B-I=-14 Concentrated Loads (lb) Vert: N=-1376(F) K=-1376(F) S=-365(F) T=-365(F) U=-365(F) V=-365(F) W=-365(F) X=-365(F) Y=-365(F) Z=-365(F) AA=-365(F) AB=-365(F) Job ATHENS CM 3C 2021 Truss B2 Truss Type Hip Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-9eJxh_Ixk08?_7Tb_23jrGakUWWFCcW_FYmG71zMTq? Scale = 1:67.2 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W4 W3 W2 W1 W1 W2 W3 W4 T3 B1B2AB C D E F G H I J O N M L K P Q R S T U V W X Y Z AA AB AC 5x6 5x8 5x6 5x6 3x8 1.5x4 3x4 3x4 3x8 1.5x4 5x6 5x6 5x6 10-0-0 10-0-0 19-0-0 9-0-0 28-0-0 9-0-0 38-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 16-0-0 6-0-0 22-0-0 6-0-0 28-0-0 6-0-0 33-0-0 5-0-0 38-0-0 5-0-0 39-0-0 1-0-0 0- 4 - 3 5- 2 - 8 5- 4 - 3 5- 9 - 1 5 0- 4 - 3 5- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [F:0-4-0,0-3-0], [I:0-1-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.60 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.49 0.18 0.34 (loc) M M-O I M-O l/defl >999 >920 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 BRACING- TOP CHORD Sheathed or 3-3-4 oc purlins, except 2-0-0 oc purlins (3-3-7 max.): D-G. BOT CHORD Rigid ceiling directly applied or 5-4-5 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=1949/0-3-8 (min. 0-2-1), I=1949/0-3-8 (min. 0-2-1) Max Horz B=-115(LC 10) Max UpliftB=-755(LC 12), I=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3554/1369, C-P=-3471/1380, C-D=-3153/1292, D-Q=-2716/1185, Q-R=-2717/1185, R-S=-2719/1185, E-S=-2720/1185, E-F=-3522/1540, F-T=-2720/1191, T-U=-2719/1191, U-V=-2717/1191, G-V=-2716/1191, G-H=-3153/1299, H-W=-3471/1388, I-W=-3554/1376 BOT CHORD B-X=-1157/3096, X-Y=-1157/3096, O-Y=-1157/3096, N-O=-1301/3486, N-Z=-1301/3486, M-Z=-1301/3486, M-AA=-1301/3486, L-AA=-1301/3486, K-L=-1301/3486, K-AB=-1176/3096, AB-AC=-1176/3096, I-AC=-1176/3096 WEBS C-O=-399/178, D-O=-435/931, E-O=-1133/424, F-K=-1133/423, G-K=-438/931, H-K=-399/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 10-0-0, Exterior(2R) 10-0-0 to 15-4-8, Interior(1) 15-4-8 to 28-0-0, Exterior(2R) 28-0-0 to 33-2-0, Interior(1) 33-2-0 to 39-0-13 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) Provide adequate drainage to prevent water ponding. 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) B=755, I=755. 7) 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss B3 Truss Type Half Hip Girder Qty 1 Ply 2 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-aD?4J0Kq1xWarbCAfAcQTvB7NkSpP?JRyW?wjMzMTpy Scale = 1:39.1 0- 1 - 1 1 T1 T2 W7 B1 W8 W6 W5 W3 W1 W2 W4 W2 B2A B C D E F K J I H G L M N O P Q R S T U 5x8 5x8 5x6 3x4 12x12 12x12 3x8 4x12 12x12 6x8 4x12 7x10 Special Special Special Special Special Special Special Special Special 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 15-0-10 3-0-10 18-8-8 3-7-14 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 15-0-10 3-0-10 18-8-8 3-7-14 0- 4 - 3 6- 2 - 8 6- 4 - 3 6- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [A:0-1-11,Edge], [A:0-11-4,0-4-3], [G:0-5-12,0-7-4], [H:0-7-0,0-2-0], [I:0-6-0,0-7-8], [J:0-3-8,0-7-8], [K:0-7-8,0-2-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.92 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.30 0.05 0.16 (loc) J-K J-K G J-K l/defl >999 >737 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 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* W7: 2x8 DF 1950F 1.7E or 2x8 DF SS W5,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F BRACING- TOP CHORD Sheathed or 2-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-11 max.): D-F. BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 1 Row at midpt E-G REACTIONS.(lb/size)A=9666/0-3-8 (req. 0-5-2), G=8823/0-5-8 (min. 0-4-11) Max Horz A=221(LC 7) Max UpliftA=-3644(LC 8), G=-3387(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-17240/6489, B-C=-13113/4963, C-D=-8166/3124, D-L=-7278/2834, E-L=-7282/2834 BOT CHORD A-M=-5918/15568, M-N=-5918/15568, K-N=-5918/15568, K-O=-5918/15568, O-P=-5918/15568, J-P=-5918/15568, J-Q=-4468/11692, Q-R=-4468/11692, I-R=-4468/11692, I-S=-1804/4597, S-T=-1804/4597, H-T=-1804/4597, H-U=-1804/4597, G-U=-1804/4597 WEBS B-K=-1168/2958, B-J=-4249/1640, C-J=-2360/6121, C-I=-6086/2342, D-I=-1325/3373, E-I=-2152/5662, E-H=-885/2243, E-G=-8786/3350 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 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-3-0 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 7-16; Vult=115mph (3-second gust) 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf 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) WARNING: Required bearing size at joint(s) A greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=3644, G=3387. 10) 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job ATHENS CM 3C 2021 Truss B3 Truss Type Half Hip Girder Qty 1 Ply 2 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:50 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-2PYSWLLSoEeRTlnNDu7f?6kI77o28SZaA9kUFpzMTpx NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1017 lb down and 386 lb up at 1-6-12, 2259 lb down and 856 lb up at 2-5-4, 1930 lb down and 730 lb up at 4-5-4, 1930 lb down and 730 lb up at 6-5-4, 1930 lb down and 730 lb up at 8-5-4, 1930 lb down and 730 lb up at 10-5-4, 1930 lb down and 730 lb up at 12-5-4, and 1930 lb down and 730 lb up at 14-5-4, and 1930 lb down and 730 lb up at 16-5-4 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-F=-84, A-G=-14 Concentrated Loads (lb) Vert: M=-1017(B) N=-2259(B) O=-1918(B) P=-1918(B) Q=-1918(B) R=-1918(B) S=-1918(B) T=-1918(B) U=-1918(B) Job ATHENS CM 3C 2021 Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-_ogCx1MiKsu9i2xlKIA74XpmaxbecT4teTDbKhzMTpv Scale = 1:40.9 T1 T2 B1 W1 W2 W1 W2 B2 ST6 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1A B C D E F H GABACADAEAFAG AH AI AJ AK 3x6 4x5 2x4 5x6 3x4 3x6 Special Special Special Special Special Special Special Special Special Special 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-0-4], [G: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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.47 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.05 0.14 (loc) A-H A-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1154/0-3-8 (min. 0-1-8), E=1266/0-3-8 (min. 0-1-8) Max Horz A=-108(LC 6) Max UpliftA=-523(LC 8), E=-580(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2047/899, B-C=-1808/896, C-D=-1797/890, D-E=-2055/893 BOT CHORD A-AB=-731/1762, AB-AC=-731/1762, AC-AD=-731/1762, H-AD=-731/1762, H-AE=-408/1149, AE-AF=-408/1149, AF-AG=-408/1149, AG-AH=-408/1149, G-AH=-408/1149, G-AI=-724/1748, AI-AJ=-724/1748, AJ-AK=-724/1748, E-AK=-724/1748 WEBS C-G=-401/672, D-G=-440/165, C-H=-410/688, B-H=-448/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 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) A=523, E=580. 9) 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 48 lb up at 1-11-4, 24 lb down and 48 lb up at 3-11-4, 24 lb down and 48 lb up at 5-11-4, 24 lb down and 48 lb up at 7-11-4, 24 lb down and 48 lb up at 9-11-4, 24 lb down and 48 lb up at 11-11-4, 24 lb down and 48 lb up at 13-11-4, 24 lb down and 48 lb up at 15-11-4, and 24 lb down and 48 lb up at 17-11-4, and 24 lb down and 48 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Job ATHENS CM 3C 2021 Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:53 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-S_Eb9NNK5900KCWxu0hMdlMxJLxtLwJ0s7z8s7zMTpu LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-F=-84, A-E=-14 Concentrated Loads (lb) Vert: AB=-24(F) AC=-24(F) AD=-24(F) AE=-24(F) AF=-24(F) AG=-24(F) AH=-24(F) AI=-24(F) AJ=-24(F) AK=-24(F) Job ATHENS CM 3C 2021 Truss C2 Truss Type Common Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-wBozMjOysT8tyM48SjCbAyv7nlIx4NVA5nihOazMTpt Scale = 1:36.7 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H G I J K L M N O P Q 3x6 4x5 5x6 1.5x4 3x4 1.5x4 3x6 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [G: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.35 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.12 (loc) A-H A-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 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 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1036/0-3-8 (min. 0-1-8), E=1144/0-3-8 (min. 0-1-8) Max Horz A=-108(LC 10) Max UpliftA=-396(LC 12), E=-448(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-1865/925, B-I=-1685/937, B-J=-1606/918, C-J=-1494/930, C-K=-1483/945, D-K=-1595/934, D-L=-1766/952, E-L=-1853/939 BOT CHORD A-M=-756/1580, H-M=-756/1580, H-N=-416/1028, N-O=-416/1028, O-P=-416/1028, G-P=-416/1028, G-Q=-757/1566, E-Q=-757/1566 WEBS C-G=-415/563, D-G=-438/220, C-H=-404/579, B-H=-446/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-9-0, Exterior(2R) 10-9-0 to 13-9-0, Interior(1) 13-9-0 to 22-6-13 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) A=396, E=448. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss C3 Truss Type Common Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:55 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-ONMLZ3PadnGkZWfK?RjqiARIX8eBpqsJKRSFw0zMTps Scale = 1:35.0 T1 T2 B1 W2 W1 W1 W2 B2 A B C D E G F H I J K L M N O P 3x4 4x5 4x5 5x6 3x4 1.5x4 1.5x4 7-2-0 7-2-0 14-4-0 7-2-0 21-3-0 6-11-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-3-0 5-1-8 0- 4 - 3 5- 8 - 1 1 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [A:0-2-10,0-1-8], [F: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.35 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.12 (loc) A-G A-G E A-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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 4-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1031/0-3-8 (min. 0-1-8), E=1031/Mechanical Max Horz A=-99(LC 10) Max UpliftA=-394(LC 12), E=-394(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-1853/922, B-H=-1674/934, B-I=-1595/915, C-I=-1482/927, C-J=-1462/913, D-J=-1574/902, D-K=-1646/917, E-K=-1824/905 BOT CHORD A-L=-777/1570, G-L=-777/1570, G-M=-431/1018, M-N=-431/1018, N-O=-431/1018, F-O=-431/1018, F-P=-753/1534, E-P=-753/1534 WEBS B-G=-446/224, C-G=-407/579, C-F=-386/551, D-F=-421/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-9-0, Exterior(2R) 10-9-0 to 13-9-0, Interior(1) 13-9-0 to 21-2-4 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. 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) A=394, E=394. 7) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-LlT5_lQr8OWRpqpj7smInbXaiyH?HZicnlxL?vzMTpq Scale = 1:26.8 T1 W1 B1 W3 W2 A B C D E H G F I J 3x4 4x5 3x6 3x4 2x4 Special Special Special Special Special Special 0-0-12 5-7-8 5-7-8 11-3-0 5-7-8 -1-5-0 1-5-0 5-7-8 5-7-8 11-3-0 5-7-8 0- 4 - 3 4- 3 - 1 4 4- 9 - 7 4.24 12 Plate Offsets (X,Y)-- [D:0-0-13,0-1-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.52 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.10 0.02 0.05 (loc) G-H G-H G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-2 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)G=1031/Mechanical, B=990/0-4-9 (min. 0-1-8) Max Horz B=161(LC 5) Max UpliftG=-381(LC 8), B=-362(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1815/610 BOT CHORD B-I=-565/1638, H-I=-565/1638, H-J=-565/1638, G-J=-565/1638 WEBS C-H=-316/660, C-G=-1684/631 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=381, B=362. 6) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 36 lb up at 2-9-8, 56 lb down and 36 lb up at 2-9-8, 129 lb down and 88 lb up at 5-7-7, 129 lb down and 88 lb up at 5-7-7, and 232 lb down and 129 lb up at 8-5-6, and 232 lb down and 129 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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-E=-14, B-F=-14 Concentrated Loads (lb) Vert: H=-257(F=-129, B=-129) I=-92(F=-46, B=-46) J=-464(F=-232, B=-232) Job ATHENS CM 3C 2021 Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:28:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-H8bsPQS5g?m927z5EHomt0c2rm5DlilvF3QS3nzMTpo Scale = 1:24.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J O P 4x5 3x4 3x4 13-4-0 13-4-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 14-4-0 1-0-0 0- 4 - 3 3- 8 - 3 4- 1 - 1 5 0- 4 - 3 6.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.06 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: 55 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 13-4-0. (lb) - Max Horz B=71(LC 11) 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 7-16; Vult=115mph (3-second gust) 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(3E) -1-0-13 to 1-11-3, Exterior(2N) 1-11-3 to 6-8-0, Corner(3R) 6-8-0 to 9-8-0, Exterior(2N) 9-8-0 to 14-4-13 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) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss D2 Truss Type Common Qty 3 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-DXjcq6TLCd1tHR7UMhqEyRhH2ZgsDbXCiNvZ8gzMTpm Scale = 1:23.3 T1 T2 B1 W1 A B C D E F G H I J K L M 5x6 3x6 3x6 1.5x4 6-8-0 6-8-0 13-4-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 0- 4 - 3 3- 8 - 3 4- 1 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [D:0-2-9,0-1-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.40 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.01 0.08 (loc) D-E D-E D B-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 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 5-8-12 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.(lb/size)D=625/0-5-8 (min. 0-1-8), B=745/0-5-8 (min. 0-1-8) Max Horz B=70(LC 11) Max UpliftD=-238(LC 12), B=-296(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-906/509, F-G=-779/515, C-G=-772/528, C-H=-769/510, H-I=-779/498, D-I=-903/497 BOT CHORD B-J=-360/690, J-K=-360/690, E-K=-360/690, E-L=-360/690, L-M=-360/690, D-M=-360/690 WEBS C-E=-191/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-8-0, Exterior(2R) 6-8-0 to 9-8-0, Interior(1) 9-8-0 to 13-1-4 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=238, B=296. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss J1 Truss Type JACK-CLOSED Qty 12 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-hjH_1SUzzw9kvbigwPLTUeEPdz?jy3RLx1e6g6zMTpl Scale = 1:25.2 T1 W1 B1 A B C D H I J K 1.5x4 1.5x4 4x5 8-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 0- 4 - 3 4- 4 - 3 4- 9 - 1 5 6.00 12 Plate Offsets (X,Y)-- [B:0-1-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.74 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.34 0.01 0.32 (loc) D-G D-G B D-G l/defl >441 >277 n/a >296 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=379/Mechanical, B=480/0-3-8 (min. 0-1-8) Max Horz B=162(LC 11) Max UpliftD=-150(LC 12), B=-187(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-291/261 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-10-4 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=150, B=187. 6) 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss J1A Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:03 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-9vrNFoVckEHbXlHsT6si1sncHNP5hWhUAhOgCYzMTpk Scale = 1:19.0 T1 B1 A B E C F D2x4 5-11-11 5-11-11 -1-0-0 1-0-0 5-11-11 5-11-11 0- 4 - 3 3- 4 - 0 3- 9 - 1 2 6.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 -0.00 0.09 (loc) B-D B-D C B-D l/defl >999 >702 n/a >798 L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 BRACING- TOP CHORD Sheathed or 5-11-11 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.(lb/size)C=231/Mechanical, B=395/0-3-8 (min. 0-1-8), D=40/Mechanical Max Horz B=120(LC 12) Max UpliftC=-87(LC 12), B=-138(LC 12), D=-40(LC 8) Max GravC=231(LC 1), B=395(LC 1), D=98(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 5-10-15 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, D except (jt=lb) B=138. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss J1B Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-6Iy7gUWsGrXJm2QFbXvA6Hs1OA7e9QBnd?tnHRzMTpi Scale = 1:14.2 T1 B1 A B E F C G D 2x4 3-11-11 3-11-11 -1-0-0 1-0-0 3-11-11 3-11-11 0- 4 - 3 2- 4 - 0 2- 9 - 1 2 2- 4 - 0 6.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) B-D B-D C B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 BRACING- TOP CHORD Sheathed or 3-11-11 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.(lb/size)C=142/Mechanical, B=303/0-3-8 (min. 0-1-8), D=26/Mechanical Max Horz B=88(LC 12) Max UpliftC=-52(LC 12), B=-111(LC 12), D=-26(LC 8) Max GravC=142(LC 1), B=303(LC 1), D=64(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-10-15 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, D except (jt=lb) B=111. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss J1C Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-aUWVtqXU19fAOC?R9FQPfUPE0aUwutQxsfcKptzMTph Scale = 1:9.3 T1 B1 A B C D2x4 1-11-11 1-11-11 -1-0-0 1-0-0 1-11-11 1-11-11 0- 4 - 3 1- 4 - 0 1- 9 - 1 2 1- 4 - 0 6.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 BRACING- TOP CHORD Sheathed or 1-11-11 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.(lb/size)C=55/Mechanical, B=213/0-3-8 (min. 0-1-8), D=14/Mechanical Max Horz B=57(LC 12) Max UpliftC=-16(LC 9), B=-87(LC 12), D=-13(LC 8) Max GravC=55(LC 1), B=213(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B, D. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss J2 Truss Type Jack-Closed Qty 3 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:07 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-2h4t59Y6oTn1?MaeiyxeBixHH_mWdKg44JMtLJzMTpg Scale = 1:21.5 T1 W1 B1 A B C D F E G H 1.5x4 1.5x4 2x4 0-0-86-4-8 6-4-8 -1-0-0 1-0-0 6-4-8 6-4-8 0- 4 - 3 3- 6 - 7 4- 0 - 3 6.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.00 0.11 (loc) B-F B-F F B-F l/defl >999 >611 n/a >687 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 6-0-0 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)F=291/Mechanical, B=408/0-3-8 (min. 0-1-8) Max Horz B=131(LC 11) Max UpliftF=-116(LC 12), B=-161(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-F=-246/258 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-4-8 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=116, B=161. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss J3 Truss Type Jack-Open Qty 10 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-_3CeWrZMK41kFgk0qNz6H70lQoV?5EANYdr_QCzMTpe Scale = 1:8.2 T1 B1 A B C D 3x4 1-6-0 1-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 0- 4 - 3 1- 1 - 3 1- 6 - 1 5 6.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) B B-D l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 6 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 BRACING- TOP CHORD Sheathed or 1-6-0 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.(lb/size)B=198/0-3-8 (min. 0-1-8), D=38/Mechanical Max Horz B=91(LC 12) Max UpliftB=-140(LC 12), D=-40(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) 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) Refer to girder(s) for truss to truss connections. 5) 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. 6) 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. LOAD CASE(S) Standard Job ATHENS CM 3C 2021 Truss LG1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:29:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-SGm0jBa?4O9bsqJDO4ULpKZwrBq9qeGWnHaXyezMTpd Scale = 1:73.6 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 B1 ST4 ST3 ST2 ST1 A B C D E F G H I J K T S R Q P O N M L3x4 4x5 3x4 5x6 21-10-5 21-10-5 10-11-2 10-11-2 21-10-5 10-11-2 12 - 2 - 1 0 13.42 12 Plate Offsets (X,Y)-- [P: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.06 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - K l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 154 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST2,ST1: 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. WEBS 1 Row at midpt F-P, E-Q, G-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-10-5. (lb) - Max Horz A=-317(LC 10) Max Uplift All uplift 100 lb or less at joint(s) K, P, Q, S, O, M except A=-149(LC 10), R=-120(LC 12), T=-151(LC 12), N=-120(LC 12), L=-151(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, K, Q, R, S, O, N, M except P=251(LC 12), T=294(LC 17), L=294(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-281/272, J-K=-281/253 WEBS F-P=-254/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 10-11-2, Exterior(2R) 10-11-2 to 13-11-2, Interior(1) 13-11-2 to 21-6-6 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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) K, P, Q, S, O, M except (jt=lb) A=149, R=120, T=151, N=120, L=151. 8) 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. LOAD CASE(S) Standard