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Home My WebLink AboutTRUSS SPECS - 21-00261 - 824 S 2315 W - New SFRJob HUNTINGTON FH Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:07:53 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-fOyLKs3M3gsbK530uqYC4OoiXb19KBcMklwsERzonYq Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I N M L K J BA BB BC BD BE BF BG BH BI BJ 5x8 5x6 5x8 5x6 3x8 3x4 3x4 5x6 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-1-11,Edge], [K:0-3-0,0-3-4], [M:0-3-0,0-3-4] 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 0.52 0.61 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.31 (loc) L-N L-N H L-N l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 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* W1,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 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. WEBS 1 Row at midpt E-L, F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-755(LC 12), H=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-3472/2278, C-BA=-3369/2292, C-D=-3094/2226, D-BB=-2176/1610, E-BB=-2046/1625, E-BC=-2046/1625, F-BC=-2176/1610, F-G=-3094/2226, G-BD=-3369/2292, H-BD=-3472/2278 BOT CHORD B-BE=-1897/2982, N-BE=-1897/2982, N-BF=-1482/2440, M-BF=-1482/2440, M-BG=-1482/2440, L-BG=-1482/2440, L-BH=-1488/2440, K-BH=-1488/2440, K-BI=-1488/2440, J-BI=-1488/2440, J-BJ=-1897/2982, H-BJ=-1897/2982 WEBS E-L=-1138/1338, F-L=-881/668, F-J=-532/516, G-J=-456/278, D-L=-881/668, D-N=-532/516, C-N=-456/278 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=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-13, Exterior(2) 2-8-13 to 19-0-0, Corner(3) 19-0-0 to 22-9-10, Exterior(2) 22-9-10 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) 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=755, H=755. 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 HUNTINGTON FH Truss A2 Truss Type Common Qty 7 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:07:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-4zdUyu5ELbEABYobay5vi0QEzo3sXZUoQj9WrmzonYn Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2AB C D E F G H I N M L K J O P Q R S T U V 5x8 5x6 5x8 5x6 5x6 3x8 3x4 1.5x4 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.61 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.27 (loc) L-N L-N H L-N l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 1 Row at midpt E-L, F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-755(LC 12), H=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-3472/1794, C-O=-3369/1809, C-D=-3094/1774, D-P=-2176/1269, E-P=-2046/1284, E-Q=-2046/1284, F-Q=-2176/1269, F-G=-3094/1774, G-R=-3369/1809, H-R=-3472/1794 BOT CHORD B-N=-1517/2982, N-S=-1187/2440, M-S=-1187/2440, M-T=-1187/2440, L-T=-1187/2440, L-U=-1202/2440, K-U=-1202/2440, K-V=-1202/2440, J-V=-1202/2440, H-J=-1524/2982 WEBS E-L=-953/1338, F-L=-881/504, F-J=-453/516, G-J=-456/183, D-L=-881/504, D-N=-453/516, C-N=-456/183 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=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 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) 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=755, H=755. 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 HUNTINGTON FH Truss A3 Truss Type Common Qty 11 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:07:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-0MlENZ7VtCUtRsy_hN7NnRVZ2ckJ?Tn5t1edwezonYl Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2A B C D E F G H M L K J I N O P Q R S T U 5x8 5x6 5x8 5x6 5x6 3x4 1.5x4 3x8 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F: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 0.54 0.61 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.28 (loc) K-M K-M H H-I l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 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,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt D-K, E-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-755(LC 12), H=-701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-N=-3468/1794, C-N=-3364/1809, C-D=-3089/1774, D-O=-2171/1268, E-O=-2041/1282, E-P=-2041/1288, F-P=-2171/1274, F-G=-3081/1790, G-Q=-3304/1828, H-Q=-3430/1813 BOT CHORD B-M=-1542/2978, M-R=-1219/2435, L-R=-1219/2435, L-S=-1219/2435, K-S=-1219/2435, K-T=-1211/2431, J-T=-1211/2431, J-U=-1211/2431, I-U=-1211/2431, H-I=-1548/2960 WEBS C-M=-456/183, D-M=-454/516, D-K=-881/505, E-K=-957/1334, F-K=-877/500, F-I=-466/513, G-I=-446/192 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=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2) 19-0-0 to 22-9-5, Interior(1) 22-9-5 to 37-8-4 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=755, H=701. 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 HUNTINGTON FH Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:08:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-ykt?oF8lPqkbgA6MpoArssbumPQmTM6OLL7j_XzonYj Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H M L K J I AZ BA BB BC BD BE BF BG BH BI 5x8 5x6 5x8 5x6 3x4 3x8 3x4 5x6 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [J:0-3-0,0-3-4], [L:0-3-0,0-3-4] 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 0.59 0.61 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.31 (loc) K-M K-M H K-M l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 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,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 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 1 Row at midpt D-K, E-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-755(LC 12), H=-701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AZ=-3468/2276, C-AZ=-3364/2291, C-D=-3089/2224, D-BA=-2171/1608, E-BA=-2041/1622, E-BB=-2041/1629, F-BB=-2171/1615, F-G=-3081/2244, G-BC=-3304/2315, H-BC=-3430/2301 BOT CHORD B-BD=-1919/2978, M-BD=-1919/2978, M-BE=-1509/2435, L-BE=-1509/2435, L-BF=-1509/2435, K-BF=-1509/2435, K-BG=-1501/2431, J-BG=-1501/2431, J-BH=-1501/2431, I-BH=-1501/2431, I-BI=-1940/2960, H-BI=-1940/2960 WEBS C-M=-456/278, D-M=-533/516, D-K=-881/668, E-K=-1142/1334, F-K=-877/663, F-I=-548/513, G-I=-446/295 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=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-8, Exterior(2) 2-8-8 to 19-0-0, Corner(3) 19-0-0 to 22-9-5, Exterior(2) 22-9-5 to 37-8-4 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) 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=755, H=701. 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 HUNTINGTON FH Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:08:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-v7_lDxA?xR_JwTGlwDCJxHgMIDF9xMVhofcq3QzonYh Scale: 1/4"=1' T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 HW1 HW1B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N 4x5 3x4 3x8 5x6 3x4 3x8 21-10-0 21-10-0 -1-0-0 1-0-0 10-11-0 10-11-0 21-10-0 10-11-0 22-10-0 1-0-0 0- 6 - 3 7- 9 - 8 8- 3 - 9 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-15,Edge], [L:0-1-15,Edge], [L:0-0-0,0-0-12], [R: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 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) L L L l/defl n/r n/r n/a L/d 120 120 n/a 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 OTHERS 2x4 DF Stud/Std *Except* ST5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 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 21-10-0. (lb) - Max Horz B=-178(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 lb or less at joint(s) B, R, S, T, U, Q, P, O, L except V=262(LC 21), N=262(LC 22) 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) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 10-11-0, Corner(3) 10-11-0 to 13-11-0, Exterior(2) 13-11-0 to 22-11-0 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, S, T, U, V, Q, P, O, L, N. 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 HUNTINGTON FH Truss B2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:08:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-JiguryCuEMMunx_KbLl0ZwIhWQ3v8Y27UdrUgkzonYe Scale = 1:50.2 T1 T1 B1 W1 W2 W3 W4 W2W3 W4 B1 A B C D E F G J I HKLMNOPQ R S T 5x12 MT20HS 9x12 MT18HS 5x12 MT20HS12x12 6x8 12x12 1.5x4 6x8 12x12 1.5x4 Special Special Special Special Special Special Special Special Special Special Special 5-5-8 5-5-8 10-11-0 5-5-8 16-4-8 5-5-8 21-10-0 5-5-8 3-7-11 3-7-11 7-3-5 3-7-11 10-11-0 3-7-11 14-6-11 3-7-11 18-2-5 3-7-11 21-10-0 3-7-11 0- 6 - 3 7- 9 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-1-12,0-2-5], [G:0-1-12,0-2-5], [H:0-6-0,0-7-8], [I:0-6-0,0-7-8], [J:0-6-0,0-7-8] 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 0.78 0.87 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.32 0.06 0.18 (loc) H-I H-I G H-I l/defl >999 >792 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 315 lb FT = 20% GRIP 220/195 165/146 220/195 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,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=11171/0-5-8 (req. 0-5-15), G=10942/0-5-8 (req. 0-5-13) Max Horz A=160(LC 7) Max UpliftA=-4225(LC 8), G=-4137(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14643/5512, B-C=-14488/5532, C-D=-10288/3963, D-E=-10287/3963, E-F=-14943/5703, F-G=-15097/5684 BOT CHORD A-K=-4480/11959, K-L=-4480/11959, L-M=-4480/11959, J-M=-4480/11959, J-N=-3824/10320, N-O=-3824/10320, I-O=-3824/10320, I-P=-3895/10508, P-Q=-3895/10508, H-Q=-3895/10508, H-R=-4622/12338, R-S=-4622/12338, S-T=-4622/12338, G-T=-4622/12338 WEBS D-I=-4287/10975, E-I=-3345/1313, E-H=-2063/5310, F-H=-273/249, C-I=-3034/1196, C-J=-1861/4773, B-J=-274/250 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. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-2-0 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) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint I = 16% 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) WARNING: Required bearing size at joint(s) A, G greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=4225 , G=4137. 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 HUNTINGTON FH Truss B2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:08:06 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-nuEG2IDW?fVlO5ZW92HF67rsGqP8t?IGjHa2CBzonYd NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1822 lb down and 694 lb up at 0-10-12, 1820 lb down and 693 lb up at 2-10-12, 1820 lb down and 693 lb up at 4-10-12, 1820 lb down and 693 lb up at 6-10-12, 1820 lb down and 693 lb up at 8-10-12, 1820 lb down and 693 lb up at 10-10-12, 1820 lb down and 693 lb up at 12-10-12, 1820 lb down and 693 lb up at 14-10-12, 1820 lb down and 693 lb up at 16-10-12, and 1820 lb down and 693 lb up at 18-10-12, and 1820 lb down and 693 lb up at 19-9-4 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: I=-1820(B) K=-1822(B) L=-1820(B) M=-1820(B) N=-1820(B) O=-1820(B) P=-1820(B) Q=-1820(B) R=-1820(B) S=-1820(B) T=-1820(B) Job HUNTINGTON FH Truss J1 Truss Type Monopitch Qty 8 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:08:07 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-F5oeGeE8mzdc0E8ijmoUeLN8uEw_cedQyxKbkdzonYc Scale = 1:13.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 4-10-8 4-10-8 -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 0.34 0.19 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 11) 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 HUNTINGTON FH Truss J2 Truss Type Monopitch Qty 12 Ply 1 KARTCHNER HUNTINGTON FH Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Feb 3 16:08:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-jHM0T_EmWHlTeOjvHTJjBYwNceIGL5tZBb39G3zonYb Scale = 1:9.9 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 3-0-0 0-1-8 0- 4 - 0 1- 5 - 8 1- 9 - 1 2 1- 2 - 0 0- 3 - 8 1- 5 - 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 0.08 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.01 (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: 11 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 2-10-8 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=255/0-3-8 (min. 0-1-8), D=110/0-1-8 (min. 0-1-8) Max Horz B=49(LC 9) Max UpliftB=-109(LC 12), D=-44(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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 2-10-4 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=109. 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