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HomeMy WebLinkAboutTRUSS SPECS - 21-00265 - 1111 Adams Ct - New SFRJob ANDERS VARGASON - WHITW~H Truss A01G Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-sIXL0TzO0U?st5sVsywNihGhSikJi8OIgLD4N?zM?sV Scale = 1:76.7 T2 T2 B1 W5 W4 W3 W2 W1 W5 W4 W3 W2 T1 T1 B1B2 ST12 ST13 ST10 ST11 ST8 ST9ST7ST5 ST6 ST3 ST4ST2 ST1 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST3 ST4 ST2 ST1 A B C D E F G H I AB AA Z Y X W V U T S R Q P O N M L K J 5x8 5x6 5x8 3x6 5x6 3x4 3x10 5x6 3x4 3x6 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 -1-4-0 1-4-0 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 43-3-0 1-4-0 0-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-2-9,0-1-8], [O:0-3-0,0-3-0], [W:0-3-0,0-3-0], [AK:0-1-15,0-0-12], [AM:0-1-15,0-0-12], [AZ:0-1-15,0-0-12], [BB:0-1-15,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.32 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) B-AB B-AB H B-AB l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 328 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 *Except* ST12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-S, E-S, F-S MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 41-11-0. (lb) - Max HorzB=-197(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, AA, AB, K, J except W=-191(LC 8), Z=-208(LC 8), S=-209(LC 8), L=-174(LC 9), O=-179(LC 9), H=-110(LC 9) Max Grav All reactions 250 lb or less at joint(s) T, U, V, X, Y, AA, AB, R, Q, P, N, M, K, J except B=378(LC 19), W=527(LC 19), Z=621(LC 19), S=778(LC 1), L=610(LC 20), O=527(LC 20), H=392(LC 20), H=391(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-Z=-577/219, D-W=-484/170, E-S=-552/78, G-L=-568/185, F-O=-485/143 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AA, AB, K, J except (jt=lb) W=191, Z=208, S=209, L=174, O=179, H=110. 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 ANDERS VARGASON - WHITW~H Truss A02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-ohf5R9_eY5Fa6P0t_Nzrn6L?tVM3AyVb8fiASuzM?sT Scale = 1:70.1 T2 T2 B1 W5 W4 W3 W2 W1 W5W4 W3 W2 T1 T1 B1B2A B C D E F G H I N M L K J O P 5x8 5x6 5x8 3x10 5x6 1.5x4 3x4 3x10 1.5x4 5x6 3x4 3x10 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 -1-4-0 1-4-0 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 43-3-0 1-4-0 0-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-10-0,0-0-10], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-10-0,0-0-10], [K:0-2-12,0-3-0], [M:0-2-12,0-3-0] 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 0.69 0.62 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.44 0.18 0.15 (loc) K-L K-L H L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 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 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. WEBS 1 Row at midpt D-L, F-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2168/0-5-8 (min. 0-2-5), H=2168/0-5-8 (min. 0-2-5) Max HorzB=-197(LC 9) Max UpliftB=-427(LC 8), H=-427(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3875/692, C-D=-3145/588, D-E=-2396/505, E-F=-2396/505, F-G=-3145/588, G-H=-3875/692 BOT CHORD B-N=-705/3324, M-N=-706/3321, M-O=-474/2699, L-O=-474/2699, L-P=-308/2699, K-P=-308/2699, J-K=-509/3321, H-J=-508/3324 WEBS C-M=-715/261, D-M=-59/435, D-L=-993/354, E-L=-278/1478, G-K=-715/261, F-K=-59/435, F-L=-993/354 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=427, H=427. 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 ANDERS VARGASON - WHITW~H Truss A03 Truss Type COMMON Qty 10 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-GtDTeV?GJPNRkZb4X4U4JJu8wvfdvOTkMJSk_KzM?sS Scale = 1:69.5 T2 T2 B1 W5 W4 W3 W2 W1 W5W4 W3 W2 T1 T3 B1B2A B C D E F G H M L K J I N O 5x8 5x6 5x8 3x10 5x6 1.5x4 3x4 3x10 1.5x4 5x6 3x4 3x10 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 -1-4-0 1-4-0 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 0-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-10-0,0-0-10], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-10-0,0-0-10], [J:0-2-12,0-3-4], [L:0-2-12,0-3-4] 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 0.80 0.73 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.45 0.19 0.15 (loc) J-K J-K H K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. WEBS 1 Row at midpt D-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=2179/0-5-8 (min. 0-2-5), H=2037/Mechanical Max HorzB=208(LC 12) Max UpliftB=-428(LC 8), H=-385(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3898/694, C-D=-3168/591, D-E=-2420/510, E-F=-2419/508, F-G=-3193/600, G-H=-3984/720 BOT CHORD B-M=-719/3345, L-M=-720/3342, L-N=-488/2721, K-N=-488/2721, K-O=-325/2741, J-O=-325/2741, I-J=-561/3438, H-I=-560/3441 WEBS C-L=-715/261, D-L=-58/435, D-K=-993/354, E-K=-283/1499, G-I=0/255, G-J=-792/283, F-J=-67/461, F-K=-1017/361 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=428, H=385. 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 ANDERS VARGASON - WHITW~H Truss A03A Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-k3nrrr0u4jVIMjAG5o?JsXQKQJ0HesYubzBHWmzM?sR Scale = 1:69.5 T2 T2 B1 W5 W4 W3 W2 W1 W5W4 W3 W2 T1 T3 B1B2A B C D E F G H M L K J I N O 5x8 5x6 5x8 3x10 5x6 1.5x4 3x4 3x10 1.5x4 5x6 3x4 3x10 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 -1-4-0 1-4-0 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 0-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-10-0,0-0-10], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-10-0,0-0-10], [J:0-2-12,0-3-4], [L:0-2-12,0-3-4] 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 0.75 0.70 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.44 0.19 0.15 (loc) J-K J-K H K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-12 oc bracing. WEBS 1 Row at midpt D-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=2171/0-5-8 (min. 0-2-5), H=2029/0-5-8 (min. 0-2-3) Max HorzB=208(LC 12) Max UpliftB=-427(LC 8), H=-382(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3881/692, C-D=-3151/589, D-E=-2402/507, E-F=-2402/505, F-G=-3157/593, G-H=-3909/705 BOT CHORD B-M=-717/3329, L-M=-718/3326, L-N=-486/2705, K-N=-486/2705, K-O=-321/2709, J-O=-321/2709, I-J=-545/3355, H-I=-544/3358 WEBS C-L=-715/261, D-L=-58/435, D-K=-993/354, E-K=-280/1483, G-I=0/251, G-J=-743/272, F-J=-62/442, F-K=-999/357 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=427, H=382. 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 ANDERS VARGASON - WHITW~H Truss A04G Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-gSucGX19cKl?b0KeDD1nxyWjz6mb6suB3HgObfzM?sP Scale = 1:71.0 T2 T2 B1 W5 W4 W3 W2 W1 W5 W4 W3 W2 T1 T3 B1B2 ST12 ST13 ST10 ST11 ST8 ST9ST7ST5 ST6 ST3 ST4ST2 ST1 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST3 ST4 ST2 ST1 A B C D E F G H AA Z Y X W V U T S R Q P O N M L K J I 5x8 5x6 5x8 4x6 5x6 3x4 3x10 5x6 3x4 4x6 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 -1-4-0 1-4-0 6-11-13 6-11-13 13-11-11 6-11-13 20-11-8 6-11-13 27-11-5 6-11-13 34-11-3 6-11-13 41-11-0 6-11-13 0-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-0-12,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-0-12,Edge], [N:0-3-0,0-3-0], [V:0-3-0,0-3-0], [AJ:0-1-15,0-0-12], [AL:0-1-15,0-0-12], [AY:0-1-15,0-0-12], [BA:0-1-15,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.39 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 0.01 0.01 (loc) H-I H-I H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 326 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 *Except* ST12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-R, E-R, F-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 41-11-0. (lb) - Max HorzB=208(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, H, Z, AA, J, I except V=-192(LC 8), Y=-210(LC 8), R=-209(LC 8), K=-182(LC 9), N=-180(LC 9) Max Grav All reactions 250 lb or less at joint(s) H, H, S, T, U, W, X, Z, AA, Q, P, O, M, L, J, I except B=378(LC 19), V=527(LC 19), Y=621(LC 19), R=778(LC 1), K=619(LC 20), N=527(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-Y=-577/221, D-V=-484/172, E-R=-553/80, G-K=-573/191, F-N=-484/146 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, Z, AA, J, I except (jt=lb) V=192, Y=210, R=209, K=182, N=180. 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 ANDERS VARGASON - WHITW~H Truss B01G Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:13 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-8eS_Ut2nNetsDAvrmwY0U92?UWCVrOgKHxQx75zM?sO Scale = 1:37.7 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B1 A B C D E F G H I J K L M V U T S R Q P O N 4x4 3x4 5x6 3x4 21-1-0 21-1-0 -1-4-0 1-4-0 10-6-8 10-6-8 21-1-0 10-6-8 22-5-0 1-4-0 0-4-35-7-70-4-36.00 12 Plate Offsets (X,Y)-- [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 0.12 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 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 21-1-0. (lb) - Max HorzB=-105(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, N, L Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, V, Q, P, O, N except B=268(LC 1), L=268(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 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, N, L. 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 ANDERS VARGASON - WHITW~H Truss B02 Truss Type Common Qty 6 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-dr0MhC3P8x?jqKU1Ke3F0Nb6QwU7anQUWb9VfXzM?sN Scale = 1:37.5 T1 T1 B1 W1 W3W2W3W2 B1 A B C D E F G J I H 4x6 4x4 5x8 1.5x4 3x4 1.5x4 3x4 4x4 5-3-4 5-3-4 10-6-8 5-3-4 15-9-12 5-3-4 21-1-0 5-3-4 -1-4-0 1-4-0 5-3-4 5-3-4 10-6-8 5-3-4 15-9-12 5-3-4 21-1-0 5-3-4 22-5-0 1-4-0 0-4-35-7-70-4-36.00 12 Plate Offsets (X,Y)-- [I:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.26 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.04 0.03 (loc) I I-J F I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 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 4-10-2 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=1147/0-5-8 (min. 0-1-8), F=1147/0-5-8 (min. 0-1-8) Max HorzB=105(LC 12) Max UpliftB=-235(LC 8), F=-235(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1766/306, C-D=-1212/240, D-E=-1212/240, E-F=-1766/306 BOT CHORD B-J=-292/1479, I-J=-292/1479, H-I=-188/1479, F-H=-188/1479 WEBS D-I=-84/580, E-I=-580/215, C-I=-580/214 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=235, F=235. 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 ANDERS VARGASON - WHITW~H Truss B03GD Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:16 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-ZD876u5fgZGR4edQS26j6ogLEk_I2a?mzvebkQzM?sL Scale = 1:34.9 T1 T1 B1 W1 W3 W2 W2 W3 B1 HW1 HW1A B C D E H G FI J K L M N O P Q 4x12 5x8 4x12 10x20 MT20HS3x10 4x8 4x8 3x10 5-3-4 5-3-4 10-6-8 5-3-4 15-9-12 5-3-4 21-1-0 5-3-4 5-3-4 5-3-4 10-6-8 5-3-4 15-9-12 5-3-4 21-1-0 5-3-4 0-4-35-7-70-4-36.00 12 Plate Offsets (X,Y)-- [A:0-3-8,0-1-15], [E:0-3-8,0-1-15] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.98 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.37 0.11 0.13 (loc) F-G F-G E F-G l/defl >923 >662 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 319 lb FT = 20% GRIP 220/195 165/146 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 *Except* W1: 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 4-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size) A=10639/0-5-8 (min. 0-3-13), E=11614/0-5-8 (min. 0-4-2) Max HorzA=-92(LC 32) Max UpliftA=-2062(LC 8), E=-2250(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-19736/3810, B-C=-13348/2597, C-D=-13349/2598, D-E=-19851/3833 BOT CHORD A-I=-3427/17512, I-J=-3427/17512, H-J=-3427/17512, H-K=-3427/17512, K-L=-3427/17512, L-M=-3427/17512, G-M=-3427/17512, G-N=-3356/17619, N-O=-3356/17619, F-O=-3356/17619, F-P=-3356/17619, P-Q=-3356/17619, E-Q=-3356/17619 WEBS C-G=-2184/11391, B-H=-992/5371, B-G=-6334/1338, D-G=-6452/1362, D-F=-1011/5466 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf 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) except (jt=lb) A=2062, E=2250. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2023 lb down and 399 lb up at 2-0-12, 2023 lb down and 399 lb up at 4-0-12, 2023 lb down and 399 lb up at 6-0-12, 2023 lb down and 399 lb up at 8-0-12, 2023 lb down and 399 lb up at 10-0-12, 2023 lb down and 399 lb up at 12-0-12, 2023 lb down and 399 lb up at 14-0-12, 2023 lb down and 399 lb up at 16-0-12, and 2023 lb down and 399 lb up at 18-0-12, and 2024 lb down and 397 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job ANDERS VARGASON - WHITW~H Truss B03GD Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 29 13:34:16 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:1Q2?lhCRV76MpzhAD?nC_yzM0lw-ZD876u5fgZGR4edQS26j6ogLEk_I2a?mzvebkQzM?sL 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-E=-84, A-E=-14 Concentrated Loads (lb) Vert: F=-2023(B) I=-2023(B) J=-2023(B) K=-2023(B) L=-2023(B) M=-2023(B) N=-2023(B) O=-2023(B) P=-2023(B) Q=-2024(B)