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HomeMy WebLinkAboutTRUSS SPECS - 22-00692 - 917 Oak Hill Way - New SFRJob LSA HOMES - ACACIA Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:09 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-WL8dbPJ7YUROxpFsLumJ0YvRHFrYH7XtUrI7MOyiori Scale = 1:68.5 T2 T3 T4 B1 W1W2 W4 W7 W3 W5 W8 W6 W10 W9 T1 B4B3B2 ST10 ST11 ST8 ST9 ST6 ST7ST5 ST3 ST4 ST2 ST1 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 A B C D E F G H I J X W V U T S R Q P O N M L K AW AX AY AZ 6x8 5x6 5x6 3x6 5x6 5x8 3x6 3x4 5x6 3x4 3x6 8-3-0 8-3-0 16-6-0 8-3-0 22-6-11 6-0-11 28-7-5 6-0-10 32-9-4 4-1-15 33-0-0 0-2-12 39-0-0 6-0-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-6-11 6-0-11 28-7-5 6-0-10 32-9-4 4-1-15 39-0-0 6-2-12 40-6-0 1-6-0 0-4-52-11-09-11-130-3-147.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [D:0-4-0,Edge], [I:0-2-12,Edge], [L:0-3-0,0-3-0], [Q:0-4-0,0-3-0], [U:0-3-0,0-3-0], [AR:0-1-12,0-0-12] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.67 0.20 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.01 0.02 (loc) I-K I-K I I-K l/defl >999 >976 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 271 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,W3: 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. WEBS 1 Row at midpt E-Q, D-Q, F-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 33-0-0 except (jt=length) I=0-3-0, K=0-3-8, K=0-3-8. (lb) - Max HorzB=-276(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, X except U=-261(LC 10), Q=-228(LC 10), N=-133(LC 11), L=-122(LC 11), I=-155(LC 7), K=-134(LC 7) Max Grav All reactions 250 lb or less at joint(s) R, S, T, V, W, X, P, O, M except B=460(LC 31), U=887(LC 31), Q=828(LC 31), N=601(LC 18), L=460(LC 30), I=592(LC 33), K=821(LC 33), K=584(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-369/115, G-AX=-304/67 BOT CHORD B-X=-82/278, W-X=-82/278, V-W=-82/278, U-V=-82/278 WEBS E-Q=-500/59, D-Q=-340/169, D-U=-624/122, C-U=-403/223, F-N=-584/132, G-L=-452/128, H-K=-697/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, X except (jt=lb) U=261, Q=228, N=133, L=122, I=155, K=134. 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 LSA HOMES - ACACIA Truss A02 Truss Type Common Qty 5 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:10 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-_Xi?plKlInaFYyq2vbHYYmRcpf6A0cw0jV1hvqyiorh Scale = 1:68.1 T2 T3 T4 B1 W7 W4 W2 W1 W3 W5 W6 W8 W9 W10 T1 B4B3B2 A B C D E F G H I J O N M L K P Q R S T 6x8 5x6 5x6 4x6 5x8 1.5x4 5x8 3x6 3x4 5x8 5x8 2x4 3x6 8-3-0 8-3-0 16-6-0 8-3-0 22-6-11 6-0-11 28-7-5 6-0-11 32-9-4 4-1-15 39-0-0 6-2-12 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-6-11 6-0-11 28-7-5 6-0-11 32-9-4 4-1-15 39-0-0 6-2-12 40-6-0 1-6-0 0-4-52-11-09-11-130-3-147.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,Edge], [I:0-2-12,Edge], [L:0-3-12,0-3-0], [N:0-4-0,0-3-0], [O:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.68 0.56 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.32 0.07 0.07 (loc) N-O N-O K N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 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,W3,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-N, F-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1695/0-5-8 (min. 0-1-15), K=2219/0-5-8 (min. 0-2-6), I=164/0-3-0 (min. 0-1-8) Max HorzB=-276(LC 8) Max UpliftB=-335(LC 10), K=-419(LC 11), I=-168(LC 7) Max GravB=1791(LC 31), K=2233(LC 18), I=449(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2740/462, C-P=-2454/435, D-P=-2257/448, D-E=-1683/371, E-F=-1637/371, F-Q=-1882/382, G-Q=-2117/381, G-H=-1743/332, H-I=-144/1014 BOT CHORD B-O=-483/2354, O-R=-314/1910, R-S=-314/1910, N-S=-314/1910, N-T=-182/1748, M-T=-182/1748, L-M=-228/1691, K-L=-908/176, I-K=-908/176 WEBS C-O=-337/203, D-O=-87/581, D-N=-960/299, E-N=-230/1168, F-N=-810/282, G-L=-946/205, H-L=-422/2722, H-K=-2104/445 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=335, K=419, I=168. 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 Job LSA HOMES - ACACIA Truss A03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:10 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-_Xi?plKlInaFYyq2vbHYYmRc1f3_0Z70jV1hvqyiorh Scale = 1:69.2 T2 T3 T4 B1 B2 B3 W7 W1 W3 W4 W5 W11 W8 W10 W12 W13 T1 B4 W2W6 W9 A B C D E F G H I J K LR Q P O N M S T U V 5x6 5x6 5x6 4x12 10x20 MT20HS 5x8 1.5x4 3x10 3x6 3x4 7x10 1.5x4 5x8 3x4 3x6 7x10 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 28-7-5 9-3-5 32-9-4 4-1-15 39-0-0 6-2-12 -1-6-0 1-6-0 4-11-6 4-11-6 9-10-12 4-11-6 13-2-6 3-3-10 16-6-0 3-3-10 19-4-0 2-10-0 23-11-11 4-7-11 28-7-5 4-7-11 32-9-4 4-1-15 39-0-0 6-2-12 40-6-0 1-6-0 0-4-52-11-09-11-130-3-143-1-127.00 12 3.00 12 4.00 12 Plate Offsets (X,Y)-- [B:0-1-2,Edge], [C:0-3-0,0-3-0], [K:0-2-12,Edge], [N:0-4-8,Edge], [O:0-5-4,0-2-8], [Q:0-8-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.67 0.76 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.47 -0.66 0.39 0.23 (loc) Q-R N-O M Q l/defl >835 >591 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 207 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 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* W5,W11,W8,W10,W13,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-2 oc bracing. WEBS 1 Row at midpt E-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1651/0-5-8 (min. 0-1-12), M=2498/0-5-8 (min. 0-2-11), K=-71/0-3-0 (min. 0-1-8) Max HorzB=-276(LC 8) Max UpliftB=-326(LC 10), M=-444(LC 11), K=-266(LC 31) Max GravB=1745(LC 31), M=2498(LC 1), K=324(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5331/999, C-S=-4795/823, D-S=-4572/825, D-E=-4814/936, E-F=-1635/363, F-G=-1588/380, G-T=-1608/361, H-T=-1745/343, H-I=-1594/389, I-J=-1365/263, J-K=-335/1986 BOT CHORD B-R=-996/4829, Q-R=-1001/4840, P-Q=-315/2257, O-P=-133/1497, O-U=-159/1597, U-V=-159/1597, N-V=-159/1597, M-N=-1853/342, K-M=-1853/342 WEBS D-Q=-478/193, F-P=-296/1332, G-P=-371/247, G-O=-356/51, H-O=-402/211, I-N=-710/241, C-Q=-487/255, J-N=-427/3177, J-M=-2383/456, E-P=-1830/408, E-Q=-679/3357, H-N=-681/163 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=326, M=444, K=266. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss A04 Truss Type Common Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:11 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-SjGO05LN35i6A6PETIon5z_kd3SwlxQAy9nERGyiorg Scale = 1:69.2 T2 T3 T4 B1 B2 B3 W10 W7 W6 W2 W1 W3 W4 W5 W8 W9 W11 W13W12 T1 A B C D E F G H I J KR Q P O N M L S T 7x10 5x6 5x8 4x6 6x8 5x8 5x6 3x6 1.5x4 5x8 3x6 5x6 3x6 3x4 1.5x4 3x6 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 25-9-4 6-5-4 28-7-5 2-10-1 33-9-11 5-2-5 39-0-0 5-2-5 -1-6-0 1-6-0 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 25-9-4 6-5-4 28-7-5 2-10-1 33-9-11 5-2-5 39-0-0 5-2-5 40-6-0 1-6-0 0-4-52-11-09-11-130-3-143-1-127.00 12 3.00 12 4.00 12 Plate Offsets (X,Y)-- [B:0-2-2,0-0-14], [J:0-2-12,Edge], [M:0-3-0,0-3-0], [O:0-6-0,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.87 0.52 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.42 0.29 0.14 (loc) Q-R Q-R N Q-R l/defl >955 >727 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 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,W3,W4,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-5 oc bracing. WEBS 1 Row at midpt D-P, E-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1164/0-5-8 (min. 0-1-8), N=2601/0-5-8 (min. 0-2-12), J=313/0-3-0 (min. 0-1-8) Max HorzB=-276(LC 8) Max UpliftB=-251(LC 10), N=-410(LC 11), J=-193(LC 7) Max GravB=1330(LC 31), N=2601(LC 1), J=717(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3699/706, C-S=-3135/540, D-S=-2963/542, D-E=-888/201, E-F=-693/222, F-T=-476/159, G-T=-633/145, G-H=-265/1701, H-I=-286/1515, I-J=-822/918 BOT CHORD B-R=-734/3189, Q-R=-735/3195, P-Q=-476/2765, O-P=-93/426, N-O=-1393/301, M-N=-1474/326, L-M=-863/725, J-L=-863/725 WEBS C-Q=-506/238, D-Q=-323/1945, D-P=-2598/582, E-P=-132/320, F-P=-77/850, F-O=-1068/182, G-O=-304/1906, G-N=-2425/440, H-N=-459/188, H-M=-54/448, I-M=-1519/294 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=251, N=410, J=193. 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 LSA HOMES - ACACIA Truss A05 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:12 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-wwqmERM?qPqzoG_R00J0eBXtRSmzUOfJBpWozjyiorf Scale = 1:71.6 T2 T3 T4 B1 B2 B3 W9 W7 W6 W2 W1 W3 W4 W5 W8 W10 W14 W12 W11 W13 T1 A B C D E F G H I J K LS R Q P O N M T U V W 7x10 5x6 5x6 4x8 7x10 5x8 3x6 1.5x4 4x12 3x6 3x6 7x10 3x4 1.5x4 7x10 4x6 3x6 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 28-7-5 9-3-5 29-9-4 1-1-15 33-9-11 4-0-7 39-0-0 5-2-5 -1-6-0 1-6-0 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 23-11-11 4-7-11 28-7-5 4-7-11 29-9-4 1-1-15 33-9-11 4-0-7 39-0-0 5-2-5 40-6-0 1-6-0 0-4-52-11-09-11-130-3-143-1-127.00 12 3.00 12 4.00 12 Plate Offsets (X,Y)-- [B:0-1-14,Edge], [K:0-2-12,Edge], [P:0-5-4,0-2-8], [R:0-5-0,0-3-2] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.99 0.66 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.58 0.39 0.20 (loc) R R-S N R-S l/defl >827 >614 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 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* W6,W2,W1,W3,W4,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-8-6 oc bracing. WEBS 1 Row at midpt D-Q, G-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1469/0-5-8 (min. 0-1-9), N=2446/0-5-8 (min. 0-2-10), K=163/0-3-0 (min. 0-1-8) Max HorzB=-276(LC 8) Max UpliftB=-299(LC 10), N=-416(LC 11), K=-181(LC 7) Max GravB=1595(LC 31), N=2446(LC 1), K=552(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4710/888, C-T=-4242/738, D-T=-4070/741, D-E=-1462/291, E-F=-1220/319, F-U=-1163/285, G-U=-1299/268, G-H=-149/919, H-I=-158/783, I-J=-292/1820, J-K=-251/1176 BOT CHORD B-S=-895/4185, R-S=-897/4198, Q-R=-654/3755, P-Q=-65/1059, P-V=-39/882, V-W=-39/882, O-W=-39/882, N-O=-1712/329, M-N=-1114/259, K-M=-1114/259 WEBS C-R=-482/219, D-R=-431/2599, D-Q=-3151/680, E-Q=-195/860, F-Q=-131/496, F-P=-592/88, G-P=-49/505, G-O=-2107/394, I-N=-2246/300, I-O=-234/2105, J-N=-1212/225 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=299, N=416, K=181. 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 LSA HOMES - ACACIA Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:12 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-wwqmERM?qPqzoG_R00J0eBXwoSthUShJBpWozjyiorf Scale = 1:65.1 T2 T3 T4 B1 W8 W7 W5 W4 W2 W1 W3 W6 T1 T5 B3B2 ST11 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST3ST2 ST1 A B C D E F G H I R Q P O N L K J AI AJ AK M 7x10 5x8 4x6 5x8 4x4 5x6 5x6 3x10 4x4 9-11-2 9-11-2 12-0-0 2-0-14 19-10-4 7-10-4 23-0-0 3-1-12 28-6-0 5-6-0 34-0-0 5-6-0 -1-6-0 1-6-0 6-7-7 6-7-7 13-2-14 6-7-7 19-10-4 6-7-7 23-0-0 3-1-12 28-6-0 5-6-0 34-0-0 5-6-0 35-6-0 1-6-0 0-3-156-11-69-6-130-4-134.00 12 10.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-4], [H:0-2-9,0-1-11], [L:0-3-0,0-3-0], [O:0-3-0,0-3-0], [AA:0-1-8,0-0-12] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.78 0.23 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.02 0.03 (loc) L-M L-M 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 *Except* W5,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 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-3-8 except (jt=length) H=0-3-8, M=0-3-8. (lb) - Max HorzB=294(LC 9) Max Uplift All uplift 100 lb or less at joint(s) Q, R except B=-157(LC 6), O=-492(LC 10), H=-246(LC 11), N=-223(LC 5) Max Grav All reactions 250 lb or less at joint(s) P, Q, R except B=346(LC 31), O=1915(LC 17), H=1403(LC 33), M=349(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-AI=-221/627, D-AI=-204/755, D-AJ=-1119/249, E-AJ=-1001/256, E-F=-1046/309, F-G=-1226/257, G-AK=-1438/240, H-AK=-1707/237 BOT CHORD N-O=-104/490, M-N=-104/490, L-M=-104/490, K-L=-85/967, J-K=-77/1200, H-J=-77/1201 WEBS C-O=-694/302, D-O=-1856/453, D-L=-22/590, E-L=-261/63, E-K=-694/205, F-K=-243/815, G-K=-657/251 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Q, R except (jt=lb) B=157, O=492, H=246, N=223. 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 LSA HOMES - ACACIA Truss B02 Truss Type Roof Special Qty 6 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:13 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-O6O8RnMdbiyqPQZdajqFAO35es5kDwkTPTGLV9yiore Scale = 1:62.9 T2 T3 T4 B1 W8 W7 W5 W4 W2 W1 W3 W6 T1 T5 B3B2A B C D E F G H I M L K J N O P 7x10 5x6 4x6 5x8 3x10 5x8 1.5x4 5x6 4x8 1.5x4 4x6 9-11-2 9-11-2 19-10-4 9-11-2 23-0-0 3-1-12 28-6-0 5-6-0 34-0-0 5-6-0 -1-6-0 1-6-0 6-7-7 6-7-7 13-2-14 6-7-7 19-10-4 6-7-7 23-0-0 3-1-12 28-6-0 5-6-0 34-0-0 5-6-0 35-6-0 1-6-0 0-3-156-11-69-6-130-4-134.00 12 10.00 12 Plate Offsets (X,Y)-- [B:0-5-2,0-1-8], [G:0-4-0,0-3-4], [L:0-3-0,0-3-4], [M:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.77 0.76 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.55 0.14 0.17 (loc) L-M L-M H L-M l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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* W5,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-11 oc bracing. WEBS 1 Row at midpt D-L, E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1794/0-3-8 (min. 0-2-0), H=1798/0-3-8 (min. 0-1-15) Max HorzB=294(LC 9) Max UpliftB=-407(LC 6), H=-293(LC 11) Max GravB=1863(LC 31), H=1798(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4433/898, C-N=-3865/732, D-N=-3701/741, D-O=-2471/460, E-O=-2352/468, E-F=-1952/435, F-G=-1875/446, G-P=-2027/401, H-P=-2294/385 BOT CHORD B-M=-937/4115, L-M=-658/3230, K-L=-343/2228, J-K=-218/1641, H-J=-218/1642 WEBS C-M=-626/276, D-M=-76/606, D-L=-1475/379, E-L=-148/929, E-K=-2001/465, F-K=-465/1970, G-K=-642/248 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=407, H=293. 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 Job LSA HOMES - ACACIA Truss B03 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:14 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-tIyWf7NFM04h1a8p8RLUjccGPGR_yNrce7?u2byiord Scale = 1:62.5 T2 T3 T4 B1 W8 W7 W5 W4 W2 W1 W3 W6 T1 B3B2A B C D E F G H L K J I M N O 7x10 4x6 4x6 3x10 5x8 1.5x4 5x8 6x12 4x8 3x6 1.5x4 9-11-2 9-11-2 19-10-4 9-11-2 23-0-0 3-1-12 28-6-0 5-6-0 34-0-0 5-6-0 -1-6-0 1-6-0 6-7-7 6-7-7 13-2-14 6-7-7 19-10-4 6-7-7 23-0-0 3-1-12 28-6-0 5-6-0 34-0-0 5-6-0 0-3-156-11-69-6-130-4-134.00 12 10.00 12 Plate Offsets (X,Y)-- [B:0-5-2,0-1-8], [H:0-0-0,0-0-4], [K:0-4-0,0-3-0], [L:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.77 0.76 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.14 0.17 (loc) K-L K-L H K-L l/defl >999 >725 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 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* W5,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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-10 oc bracing. WEBS 1 Row at midpt D-K, E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1648/0-3-8 (min. 0-1-12), B=1797/0-3-8 (min. 0-2-0) Max HorzB=283(LC 9) Max UpliftH=-265(LC 10), B=-407(LC 6) Max GravH=1648(LC 1), B=1865(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4439/899, C-M=-3871/734, D-M=-3706/743, D-N=-2443/454, E-N=-2325/462, E-F=-1957/438, F-G=-1889/448, G-O=-2032/408, H-O=-2327/405 BOT CHORD B-L=-960/4120, K-L=-682/3235, J-K=-365/2236, I-J=-247/1675, H-I=-247/1675 WEBS C-L=-626/276, D-L=-75/608, D-K=-1499/384, E-K=-141/924, E-J=-2011/462, F-J=-468/1976, G-J=-670/263 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) H=265, B=407. 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 Job LSA HOMES - ACACIA Truss C01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:15 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-LUWusTOu7KCYfkj?i8sjFp9OYglahmlltnlSa1yiorc Scale = 1:65.4 T2 T3 T4 B1 B2 B3 W9 W7 W6 W2 W1 W3 W4 W5 W8 W10 W11 W12 W14 W13A B C D E F G H I P O N M L K J Q R S T 7x10 5x6 5x6 4x12 10x20 MT20HS 5x8 1.5x4 3x6 1.5x4 4x12 3x6 3x4 5x8 5x6 4x4 5x6 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 28-7-5 9-3-5 29-9-4 1-1-15 30-0-0 0-2-12 32-6-0 2-6-0 4-11-6 4-11-6 9-10-12 4-11-6 16-6-0 6-7-4 19-4-0 2-10-0 23-11-11 4-7-11 28-7-5 4-7-11 29-9-4 1-1-15 32-6-0 2-8-12 0-4-52-11-09-11-131-11-63-1-127.00 12 3.00 12 4.00 12 Plate Offsets (X,Y)-- [A:0-1-2,Edge], [M:0-5-4,0-2-8], [O:0-10-0,0-3-2] LOADING (psf) TCLL (Roof Snow=35.0) 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 1.00 0.80 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.65 0.45 0.25 (loc) O O-P K O l/defl >748 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 183 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 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6,W2,W1,W3,W4,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1445/Mechanical, K=1720/0-5-8 (min. 0-1-14) Max HorzA=-238(LC 8) Max UpliftA=-274(LC 10), K=-315(LC 11) Max GravA=1520(LC 16), K=1745(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-5288/1108, B-C=-4653/929, C-D=-1680/338, D-Q=-1404/380, E-Q=-1494/372, E-R=-1430/335, F-R=-1565/318, F-G=-893/178, G-H=-755/101 BOT CHORD A-P=-1149/4838, O-P=-1149/4846, N-O=-867/4134, M-N=-174/1359, M-S=-189/1303, S-T=-189/1303, L-T=-189/1303 WEBS B-O=-582/251, C-O=-575/2965, C-N=-3331/811, D-N=-231/1122, E-N=-253/314, E-M=-384/70, F-L=-1034/194, G-L=-499/157, H-L=-188/1644, H-K=-1764/243 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint O = 16% 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) A=274, K=315. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss C02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:16 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-ph3H3pPWudKPGtICFsOyo1hcK42rQCtv5RU?6Uyiorb Scale = 1:65.5 0-1-12W19 T1 T2 T4 T5 B1 B2 B3 W15 W7 W1 W3 W4 W5 W9 W12 W13 W14 W18 W16 W8W10 W2W6 W17 T3 W11A B C D E F G H I J K L U T S R Q P O N M V W X Y Z 4x4 8x12 MT20HS 10x20 MT20HS 4x6 4x4 5x6 10x12 MT20HS 5x8 1.5x4 1.5x4 4x8 3x6 3x4 5x8 5x6 4x4 5x6 3x6 4x4 7x10 2-10-8 2-10-8 6-4-10 3-6-2 9-10-12 3-6-2 16-6-0 6-7-4 19-4-0 2-10-0 28-7-5 9-3-5 29-9-4 1-1-15 30-0-0 0-2-12 32-6-0 2-6-0 2-10-8 2-10-8 6-4-10 3-6-2 9-10-12 3-6-2 13-2-6 3-3-10 16-6-0 3-3-10 19-4-0 2-10-0 23-11-11 4-7-11 28-7-5 4-7-11 29-9-4 1-1-15 32-6-0 2-8-12 1-10-112-11-09-11-131-11-63-1-121-10-117.00 12 3.00 12 4.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-8], [B:0-11-8,0-7-1], [C:0-3-0,Edge], [P:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.81 0.99 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.56 -0.71 0.42 0.21 (loc) R R N R l/defl >641 >502 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 215 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W15: 2x6 DF 1800F 1.6E or 2x6 DF SS W1,W3,W4,W2,W6,W17: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt F-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) U=1441/Mechanical, N=1716/0-5-8 (min. 0-1-14) Max HorzU=-213(LC 8) Max UpliftU=-275(LC 10), N=-314(LC 11) Max GravU=1810(LC 32), N=1742(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-U=-1475/277, A-B=-6297/1041, B-C=-6761/1065, C-D=-6540/1077, D-V=-5684/888, E-V=-5446/895, E-F=-5660/985, F-G=-1786/363, G-W=-1614/380, H-W=-1662/369, H-X=-1494/330, I-X=-1570/313, I-J=-891/179, J-K=-749/101 BOT CHORD S-T=-1029/5370, R-S=-1073/6004, Q-R=-377/2518, P-Q=-173/1415, P-Y=-185/1306, Y-Z=-185/1305, O-Z=-185/1305 WEBS B-T=-3736/659, E-R=-488/151, G-Q=-300/1385, H-Q=-251/365, H-P=-497/77, I-O=-1043/189, J-O=-500/157, K-O=-189/1631, K-N=-1751/245, D-R=-917/239, D-S=-21/267, F-Q=-2133/435, F-R=-727/4112, A-T=-1029/6254, B-S=-60/700 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) U=275, N=314. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss C03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:17 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-HtdfH8Q8fxSGu1tOpZvBKEEqZTSB9he2K5EZewyiora Scale = 1:62.7 0-1-12W13 T1 T2 T3 B1 B2 B3 W11 W10 W7 W6 W1 W2 W3 W4 W5 W8 W9 W12 HW2 T4 A B C D E F G H I P O N M L K J Q R 3x4 8x12 MT20HS 8x12 5x6 5x8 8x12 5x8 3x4 3x4 6x12 7x10 7x10 3x6 4x6 4x6 2x4 4-10-8 4-10-8 9-10-12 5-0-4 16-6-0 6-7-4 19-4-0 2-10-0 25-11-0 6-7-0 29-9-4 3-10-4 30-0-0 0-2-12 32-6-0 2-6-0 4-10-8 4-10-8 9-10-12 5-0-4 16-6-0 6-7-4 19-4-0 2-10-0 25-11-0 6-7-0 29-9-4 3-10-4 32-6-0 2-8-12 3-0-119-11-130-7-133-1-123-0-117.00 12 4.00 12 Plate Offsets (X,Y)-- [F:0-4-0,0-3-0], [I:0-1-12,0-0-12], [L:0-5-4,0-2-8], [M:0-1-2,0-3-8], [N:0-5-3,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.58 0.72 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.64 0.39 0.19 (loc) N N-O J N l/defl >721 >556 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 213 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T3,T4: 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 *Except* B3: 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* W13,W10,W7,W8,W9,W12: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 1-6-3 BRACING- TOP CHORD Sheathed or 3-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 Rows at 1/3 pts C-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) P=1439/Mechanical, J=1731/0-5-8 (min. 0-1-14) Max HorzP=-241(LC 6) Max UpliftP=-280(LC 10), J=-314(LC 11) Max GravP=1603(LC 30), J=1758(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-P=-1487/299, A-B=-5154/833, B-C=-5804/875, C-Q=-1869/306, D-Q=-1584/316, D-E=-1606/375, E-R=-1452/322, F-R=-1598/308, F-G=-1426/259 BOT CHORD O-P=-235/256, N-O=-1023/5864, M-N=-802/5166, L-M=-134/1334, K-L=-127/1196 WEBS A-O=-844/5257, B-O=-3235/585, B-N=-892/207, C-N=-510/3523, C-M=-4311/784, D-M=-253/1080, E-M=-266/428, E-L=-534/77, F-L=-79/269, F-K=-602/141, G-K=-188/1480, G-J=-1674/320 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) 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) P=280, J=314. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss C04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:17 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-HtdfH8Q8fxSGu1tOpZvBKEEqYTSP9fp2K5EZewyiora Scale = 1:62.7 0-1-12W13 T1 T2 T3 B1 B2 B3 W11 W9 W7 W6 W1 W2 W3 W4 W5 W8 W10 W12 HW2 T4 A B C D E F G H I P O N M L K J Q R 3x4 8x12 MT20HS 5x8 5x6 5x8 10x20 MT20HS 5x8 3x4 3x4 7x10 7x10 8x12 3x6 4x6 4x6 2x4 6-10-8 6-10-8 9-10-12 3-0-4 16-6-0 6-7-4 19-4-0 2-10-0 25-11-0 6-7-0 29-9-4 3-10-4 30-0-0 0-2-12 32-6-0 2-6-0 6-10-8 6-10-8 9-10-12 3-0-4 16-6-0 6-7-4 19-4-0 2-10-0 25-11-0 6-7-0 29-9-4 3-10-4 32-6-0 2-8-12 4-2-119-11-130-7-133-1-124-2-117.00 12 4.00 12 Plate Offsets (X,Y)-- [B:0-2-12,0-4-0], [F:0-4-0,0-3-0], [I:0-1-12,0-0-12], [L:0-5-4,0-2-8], [N:0-10-0,0-3-2] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.58 0.71 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.65 0.40 0.21 (loc) N N J N l/defl >729 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 200 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 *Except* T1,T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W9,W7,W8,W10,W12: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 1-6-3 BRACING- TOP CHORD Sheathed or 3-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) P=1439/Mechanical, J=1731/0-5-8 (min. 0-1-14) Max HorzP=-259(LC 11) Max UpliftP=-285(LC 10), J=-310(LC 11) Max GravP=1518(LC 16), J=1758(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-P=-1471/314, A-B=-4889/826, B-C=-5114/815, C-Q=-1764/305, D-Q=-1261/305, D-E=-1505/363, E-R=-1432/314, F-R=-1589/300, F-G=-1427/254 BOT CHORD O-P=-222/282, N-O=-843/4919, M-N=-727/4612, L-M=-125/1308, K-L=-121/1197 WEBS A-O=-841/4990, B-O=-2669/514, B-N=-878/114, C-N=-489/3135, C-M=-3790/712, D-M=-245/1053, E-M=-281/393, E-L=-476/66, F-K=-592/140, G-K=-183/1481, G-J=-1676/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint N = 8% 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=285, J=310. 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 LSA HOMES - ACACIA Truss C05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:18 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-l3B1UUQmQFa6WBRaNGQQtSn?ztoHu68CZlz6BMyiorZ Scale = 1:62.5 0-1-12W12 T1 T2 T3 B1 B2 B3 W11 W9 W8 W2 W3 W4 W5 W10 HW2 W6 W7 W1 T4 A B C D E F G H I O N M L K J P 4x6 2x4 6x8 5x6 5x8 10x20 MT20HS 5x8 4x6 3x4 3x4 5x8 5x8 8x12 3x6 1.5x4 7x10 8-10-8 8-10-8 9-10-12 1-0-4 16-6-0 6-7-4 19-4-0 2-10-0 25-11-0 6-7-0 32-6-0 6-7-0 4-5-4 4-5-4 8-10-8 4-5-4 9-10-12 1-0-4 16-6-0 6-7-4 19-4-0 2-10-0 25-11-0 6-7-0 32-6-0 6-7-0 5-4-119-11-130-7-133-1-125-4-117.00 12 4.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0], [I:0-0-0,0-2-4], [K:0-5-4,0-2-8], [M:0-10-0,0-3-2] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.54 0.73 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.58 0.37 0.19 (loc) M L-M I M l/defl >954 >671 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 195 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W12,W11,W8,W10,W7: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 3-8-13 BRACING- TOP CHORD Sheathed or 2-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-10 oc bracing. WEBS 1 Row at midpt B-O, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) O=1585/Mechanical, I=1585/0-5-8 (min. 0-1-11) Max HorzO=-288(LC 11) Max UpliftO=-310(LC 10), I=-280(LC 11) Max GravO=1683(LC 29), I=1609(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-O=-268/55, B-C=-4413/683, C-D=-5042/796, D-E=-1894/354, E-F=-1809/386, F-P=-1843/365, G-P=-1999/351, G-H=-2350/426, H-I=-2586/408 BOT CHORD N-O=-294/1747, M-N=-719/4775, L-M=-739/4725, K-L=-157/1689, J-K=-265/2100, I-J=-264/2101 WEBS B-O=-2550/486, B-N=-426/3157, C-N=-2319/420, E-L=-290/1377, F-L=-480/281, F-K=-286/74, G-K=-604/253, D-M=-409/3141, C-M=-777/149, D-L=-3770/702 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint M = 12% 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O=310, I=280. 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 LSA HOMES - ACACIA Truss C06 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:19 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-DGlPiqROBYiz7L0nx_xfQfJ89HBPdevLoPjfjpyiorY Scale = 1:62.5 0-1-12W12 T1 T2 T3 B1 B2 B3 W11 W9 W8 W7 W6 W1 W2 W3 W4 W5 W10 HW2 T4 A B C D E F G H I O N M L K J P Q 4x6 2x4 6x12 5x6 5x8 7x10 5x8 4x6 3x4 3x4 5x8 1.5x4 1.5x4 4x12 3x6 1.5x4 9-10-12 9-10-12 10-10-8 0-11-12 16-6-0 5-7-8 19-4-0 2-10-0 25-11-0 6-7-0 32-6-0 6-7-0 4-11-6 4-11-6 9-10-12 4-11-6 10-10-8 0-11-12 16-6-0 5-7-8 19-4-0 2-10-0 25-11-0 6-7-0 32-6-0 6-7-0 6-6-119-11-130-7-133-1-126-6-117.00 12 4.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0], [I:0-0-0,0-2-4], [K:0-5-4,0-2-8], [N:0-5-0,0-3-2] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.55 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.58 0.24 0.11 (loc) N-O N-O I M l/defl >999 >666 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W12,W8,W7,W6,W10: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 3-8-13 BRACING- TOP CHORD Sheathed or 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 1 Row at midpt B-O, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) O=1585/Mechanical, I=1585/0-5-8 (min. 0-1-11) Max HorzO=-315(LC 11) Max UpliftO=-318(LC 10), I=-275(LC 11) Max GravO=1848(LC 30), I=1609(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-O=-303/62, B-C=-3624/537, C-D=-3624/537, D-E=-1837/350, E-F=-1806/370, F-Q=-1844/356, G-Q=-1999/341, G-H=-2350/417, H-I=-2586/399 BOT CHORD N-O=-201/1619, M-N=-456/3650, L-M=-468/3637, K-L=-144/1686, J-K=-257/2099, I-J=-256/2101 WEBS B-O=-2482/444, B-N=-322/2604, C-N=-608/155, D-N=-63/1140, D-L=-2790/452, E-L=-285/1407, F-L=-495/280, F-K=-273/82, G-K=-603/254 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O=318, I=275. 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 LSA HOMES - ACACIA Truss C07 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:19 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-DGlPiqROBYiz7L0nx_xfQfJAZHBcdasLoPjfjpyiorY Scale = 1:62.5 0-1-12W11 T1 T2 T3 B1 B2 B3 W10 W8 W7 W6 W5 W3 W4 W9 HW2 W1 W2 T4 A B C D E F G H I N M L K J O P 4x6 2x4 6x8 5x8 5x8 6x8 5x8 4x6 3x4 3x4 5x6 1.5x4 6x8 1.5x4 1.5x4 9-10-12 9-10-12 12-10-8 2-11-12 19-4-0 6-5-8 25-11-0 6-7-0 32-6-0 6-7-0 4-11-6 4-11-6 9-10-12 4-11-6 12-10-8 2-11-12 16-6-0 3-7-8 19-4-0 2-10-0 25-11-0 6-7-0 32-6-0 6-7-0 7-8-119-11-130-7-133-1-127-8-117.00 12 4.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0], [I:0-0-0,0-2-4], [K:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.55 0.53 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.59 0.18 0.08 (loc) M-N M-N I L l/defl >999 >662 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 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: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W8,W7,W6,W5,W9: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 3-8-13 BRACING- TOP CHORD Sheathed or 3-7-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt A-N, B-N, D-L, E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) N=1585/Mechanical, I=1585/0-5-8 (min. 0-1-11) Max HorzN=-342(LC 11) Max UpliftN=-329(LC 10), I=-269(LC 11) Max GravN=1999(LC 30), I=1609(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-N=-304/62, B-C=-2758/382, C-D=-2759/383, D-E=-2802/475, E-F=-1988/471, F-P=-1843/343, G-P=-1999/328, G-H=-2348/406, H-I=-2584/388 BOT CHORD M-N=-110/1431, L-M=-247/2512, K-L=-106/1566, J-K=-248/2098, I-J=-247/2100 WEBS B-N=-2456/393, B-M=-229/2003, C-M=-656/138, D-M=-94/877, D-L=-2237/358, F-K=-738/237, G-K=-604/257, E-L=-307/2173, E-K=-361/724 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=329, I=269. 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 LSA HOMES - ACACIA Truss C08 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:20 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-hSJnvAS0ysqqlVbzUhSuytsHVhVkM2kV03SDFFyiorX Scale = 1:69.4 0-0-4W12 T1 T2 T3 B1 B2 B3 B4 B5 B6 W13 W12 W10 W6 W9 W11 HW2 W5 W8 W7 W4 W3 W1 W2 T4 A B C D E F G H I J S R Q P O N M L K T U V W X 3x6 3x4 5x8 5x6 5x8 6x12 1.5x4 1.5x4 1.5x4 5x8 4x6 3x4 3x4 4x8 1.5x4 1.5x4 1.5x4 4x12 6x8 6x12 5-9-0 5-9-0 11-6-0 5-9-0 13-8-0 2-2-0 15-10-0 2-2-0 19-4-0 3-6-0 25-11-0 6-7-0 32-6-0 6-7-0 5-9-0 5-9-0 11-6-0 5-9-0 12-0-0 0-6-0 13-8-0 1-8-0 15-10-0 2-2-0 16-6-0 0-8-0 19-4-0 2-10-0 25-11-0 6-7-0 32-6-0 6-7-0 6-7-19-4-59-11-130-7-130-7-81-2-00-7-81-2-07-2-97.00 12 4.00 12 Plate Offsets (X,Y)-- [H:0-4-0,0-3-0], [J:0-0-0,0-2-4], [L:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.79 0.67 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.10 0.07 (loc) C K-L J C l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 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 *Except* B2: 2x4 DF Stud/Std WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W12,W11,W8,W4,W3: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 3-8-13 BRACING- TOP CHORD Sheathed or 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: P-Q,M-N. 1 Row at midpt C-Q WEBS 1 Row at midpt B-S, D-O, F-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) S=1585/Mechanical, J=1585/0-5-8 (min. 0-1-12) Max HorzS=-331(LC 11) Max UpliftS=-321(LC 10), J=-279(LC 11) Max GravS=1919(LC 30), J=1634(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-S=-340/72, B-U=-1914/335, C-U=-1914/335, C-D=-2270/418, D-E=-1919/375, E-F=-1771/386, F-G=-1989/492, G-V=-1844/363, H-V=-2000/349, H-I=-2377/425, I-J=-2586/406 BOT CHORD S-W=-129/1391, R-W=-129/1391, R-X=-129/1391, Q-X=-129/1391, C-Q=-1500/317, L-M=-112/1540, K-L=-264/2099, J-K=-263/2101 WEBS B-S=-2066/358, B-R=0/311, B-Q=-204/966, G-L=-736/239, H-L=-654/255, D-O=-1257/147, O-Q=-128/1507, D-Q=-230/1515, M-O=-186/1768, D-M=-251/277, F-M=-254/1462, F-L=-364/734 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) S=321, J=279. 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 LSA HOMES - ACACIA Truss C09 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:21 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-9et97WTejAyhNfA92Pz7V4OWr5q75XYeFjCmnhyiorW Scale = 1:61.5 0-1-12W7 T1 T2 T3 B1 B2 B3 W8 W8 W7 W5 W2 W1 W3 W4 W6 W9 HW2 T4 B4 A B C D E F G H I O N M L K J P Q R 3x6 3x4 6x8 5x8 5x8 7x10 2x4 2x4 4x6 4x6 6x8 3x4 1.5x4 4x6 3x4 3x4 10-0-0 10-0-0 11-6-0 1-6-0 16-6-0 5-0-0 24-6-0 8-0-0 32-6-0 8-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-6-0 1-6-0 16-6-0 5-0-0 21-10-0 5-4-0 27-2-0 5-4-0 32-6-0 5-4-0 4-9-18-8-59-11-130-7-131-3-86-0-97.00 12 Plate Offsets (X,Y)-- [F:0-4-0,0-3-4], [I:Edge,0-2-4], [M:0-2-12,Edge] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.56 0.66 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.38 0.09 0.07 (loc) N-O N-O I D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 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: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std -À 3-0-5 BRACING- TOP CHORD Sheathed or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-O, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) O=1585/Mechanical, I=1585/0-5-8 (min. 0-1-12) Max HorzO=-303(LC 11) Max UpliftO=-312(LC 10), I=-290(LC 11) Max GravO=1778(LC 30), I=1654(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-O=-306/63, B-C=-2513/410, C-D=-2599/450, D-E=-2733/557, E-F=-1697/366, F-P=-2231/460, G-P=-2393/448, G-H=-2526/467, H-I=-2608/452 BOT CHORD N-O=-241/1563, M-N=-351/2535, D-M=-638/176, K-Q=-179/1817, Q-R=-179/1817, J-R=-179/1817, I-J=-312/2118 WEBS B-O=-2082/418, B-N=-173/1430, C-N=-714/219, C-M=-1150/122, K-M=-99/1204, E-M=-389/1833, E-K=-173/536, F-K=-848/290, F-J=-91/513, G-J=-278/196 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) O=312, I=290. 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 LSA HOMES - ACACIA Truss C10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:22 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-erRYKsTHUT4Y_olMc6UM1Ixe7UBbq_vnUNxKK7yiorV Scale = 1:62.0 0-1-12W10 T1 T2 T3 B1 B2 B3 W9 W8 W5 W2 W1 W3 W4 W6 W7 HW2 T4 B4 A B C D E F G HNM L K J I O P Q R 3x4 8x12 MT20HS 8x12 6x8 5x8 6x12 3x4 2x4 7x10 5x8 3x4 1.5x4 4x6 3x4 3x4 8-0-0 8-0-0 11-6-0 3-6-0 16-6-0 5-0-0 24-6-0 8-0-0 32-6-0 8-0-0 8-0-0 8-0-0 11-6-0 3-6-0 16-6-0 5-0-0 21-10-0 5-4-0 27-2-0 5-4-0 32-6-0 5-4-0 2-11-18-0-59-11-130-7-131-11-84-10-97.00 12 Plate Offsets (X,Y)-- [E:0-4-0,0-3-4], [H:0-0-0,0-2-4], [J:0-4-0,0-3-0], [L:0-4-0,0-3-0], [M:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.72 0.58 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.37 0.10 0.12 (loc) I-J I-J H L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 204 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 *Except* T1,T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 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* W8,W5,W2,W6,W7: 2x4 DF Stud/Std SLIDER Right 2x4 DF Stud/Std -À 3-0-5 BRACING- TOP CHORD Sheathed or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-4-10 oc bracing: L-M. WEBS 1 Row at midpt D-J, E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) N=1585/Mechanical, H=1585/0-5-8 (min. 0-1-12) Max HorzN=-274(LC 11) Max UpliftN=-305(LC 10), H=-300(LC 11) Max GravN=1614(LC 16), H=1656(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-N=-1551/332, A-B=-3693/632, B-O=-3116/505, C-O=-2882/519, C-D=-3168/634, D-E=-1701/383, E-P=-2234/476, F-P=-2396/464, F-G=-2529/484, G-H=-2612/469 BOT CHORD M-N=-174/293, L-M=-632/3752, C-L=-709/197, J-Q=-189/1817, Q-R=-189/1817, I-R=-189/1817, H-I=-326/2121 WEBS A-M=-644/3776, B-M=-1107/270, B-L=-1580/312, J-L=-113/1372, D-L=-471/2347, D-J=-173/351, E-J=-848/289, E-I=-90/512, F-I=-278/195 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) N=305, H=300. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss C11 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:22 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-erRYKsTHUT4Y_olMc6UM1IxiUU7NqzynUNxKK7yiorV Scale = 1:61.9 0-1-12W8 T1 T2 T3 B1 B2 B3 W9 W9 W8 W5 W2 W1 W3 W4 W6 W7 HW2 T4 B4 A B C D E F G H ION M L K J P Q R S T 4x6 2x4 6x8 7x10 5x8 10x20 MT20HS 4x4 2x4 4x12 4x8 5x8 3x4 1.5x4 4x6 3x4 3x4 6-0-0 6-0-0 11-6-0 5-6-0 16-6-0 5-0-0 24-6-0 8-0-0 32-6-0 8-0-0 3-0-0 3-0-0 6-0-0 3-0-0 11-6-0 5-6-0 16-6-0 5-0-0 21-10-0 5-4-0 27-2-0 5-4-0 32-6-0 5-4-0 1-9-148-1-29-11-130-7-131-10-113-8-97.00 12 Plate Offsets (X,Y)-- [F:0-4-0,0-3-4], [I:0-0-0,0-2-4], [K:0-4-0,0-3-0], [N:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.51 0.85 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.50 0.15 0.16 (loc) M-N M-N I M-N l/defl >999 >777 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 198 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W9,W1,W3,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std -À 3-0-5 BRACING- TOP CHORD Sheathed or 2-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 1 Row at midpt C-M, 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) O=1585/Mechanical, I=1585/0-5-8 (min. 0-1-12) Max HorzO=-249(LC 11) Max UpliftO=-302(LC 10), I=-301(LC 11) Max GravO=1614(LC 16), I=1655(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5347/837, C-P=-3423/492, D-P=-3069/507, D-Q=-3415/647, E-Q=-3160/655, E-F=-1699/385, F-R=-2233/478, G-R=-2394/466, G-H=-2527/486, H-I=-2610/470 BOT CHORD N-O=-547/2816, M-N=-888/5471, D-M=-929/281, K-S=-194/1817, S-T=-194/1817, J-T=-194/1817, I-J=-327/2120 WEBS B-O=-3137/581, B-N=-362/2873, C-N=-1317/236, C-M=-2719/507, K-M=-105/1404, E-M=-491/2584, E-K=-176/363, F-K=-848/290, F-J=-90/512, G-J=-278/195 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 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) O=302, I=301. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss C12 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:23 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-61?wYCUvFnCPcyKYAq0baVUuYuXFZU1xi1htsayiorU Scale = 1:60.5 0-1-12W10 T1 T2 T4 B1 B2 B3 W12 W10 W11 W10 W9 W8 W5 W3 W2 W1 W4 W6 W7 T5 B4 HW2 T3 A B C D E F G H I J K S R Q P O N M L T U V W X 3x4 5x8 6x12 4x6 6x8 5x6 6x12 4x6 1.5x4 7x10 1.5x4 2x4 5x6 3x6 5x8 3x4 1.5x4 4x4 3x4 3x4 2-0-0 2-0-0 4-0-0 2-0-0 7-9-0 3-9-0 11-6-0 3-9-0 16-6-0 5-0-0 24-6-0 8-0-0 32-6-0 8-0-0 1-10-4 1-10-4 4-0-0 2-1-12 7-9-0 3-9-0 11-6-0 3-9-0 16-6-0 5-0-0 21-10-0 5-4-0 27-2-0 5-4-0 32-6-0 5-4-0 1-3-69-11-130-7-131-3-32-6-97.00 12 Plate Offsets (X,Y)-- [D:0-3-0,Edge], [F:0-2-15,Edge], [H:0-3-0,0-3-0], [M:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.42 0.62 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.24 0.07 0.08 (loc) P-Q P-Q K P-Q l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 396 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: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B1: 2x6 DF 1800F 1.6E or 2x6 DF SS, B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W12,W2,W1,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std -À 3-0-5 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. REACTIONS.(lb/size) S=2550/Mechanical, K=1639/0-5-8 (min. 0-1-8) Max HorzS=-245(LC 6) Max UpliftS=-509(LC 10), K=-309(LC 11) Max GravS=2771(LC 30), K=1688(LC 56) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-S=-2492/459, A-B=-4724/835, B-C=-4725/835, C-D=-4850/707, D-E=-4686/719, E-T=-3373/523, F-T=-3111/531, F-U=-3440/640, G-U=-3416/661, G-H=-1820/400, H-V=-2294/493, I-V=-2455/481, I-J=-2588/501, J-K=-2683/485 BOT CHORD R-S=-217/379, Q-R=-1312/7692, P-Q=-1328/7765, O-P=-643/4071, F-O=-737/222, M-W=-217/1907, W-X=-217/1907, L-X=-217/1907, K-L=-340/2181 WEBS A-R=-890/5051, B-R=-303/88, C-R=-3229/448, C-Q=-472/106, C-P=-3804/705, E-P=-184/1281, E-O=-1642/321, M-O=-133/1494, G-O=-489/2494, G-M=-183/487, H-M=-869/296, H-L=-91/517, I-L=-272/196 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) S=509, K=309. Continued on page 2 Job LSA HOMES - ACACIA Truss C12 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:24 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-aDYIlYVX?5KGE6vkjXXq7j03HItUIxH4xhQQO0yiorT NOTES- 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1018 lb down and 226 lb up at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-G=-84, G-K=-84, O-S=-14, K-N=-14 Concentrated Loads (lb) Vert: R=-1018(F) Job LSA HOMES - ACACIA Truss C13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:24 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-aDYIlYVX?5KGE6vkjXXq7j00oIs3Ivp4xhQQO0yiorT Scale = 1:62.5 T2 T3 B1 B2 B3 W5 W3 W2 W1 W4 W6 W7 HW1 HW2 T1 T4 B4 A B C D E F G H I M L K J N O P Q 5x8 7x10 4x4 6x12 6x8 1.5x4 1.5x4 5x8 6x8 3x4 1.5x4 4x6 3x4 3x4 9-6-0 9-6-0 14-6-0 5-0-0 22-6-0 8-0-0 30-6-0 8-0-0 4-9-0 4-9-0 9-6-0 4-9-0 14-6-0 5-0-0 19-10-0 5-4-0 25-2-0 5-4-0 30-6-0 5-4-0 0-11-109-5-29-11-130-7-130-6-117.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [I:0-3-12,Edge], [K:0-3-12,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.58 0.64 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.30 0.07 0.06 (loc) J-K A-M I D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 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 *Except* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W2,W1,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x6 DF SS or 1800F 1.6E -À 2-10-1, Right 2x4 DF Stud/Std -À 3-0-5 BRACING- TOP CHORD Sheathed or 3-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: K-L. WEBS 1 Row at midpt F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1494/Mechanical, I=1494/0-5-8 (min. 0-1-11) Max HorzA=-251(LC 6) Max UpliftA=-268(LC 10), I=-282(LC 11) Max GravA=1533(LC 19), I=1560(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2280/398, B-C=-2160/418, C-N=-1983/357, D-N=-1804/369, D-E=-2107/514, E-F=-1550/353, F-O=-2060/443, G-O=-2222/431, G-H=-2369/451, H-I=-2466/436 BOT CHORD A-M=-400/1904, D-M=-735/253, K-P=-177/1711, P-Q=-177/1711, J-Q=-177/1711, I-J=-298/1999 WEBS K-M=-42/1256, E-M=-336/1131, E-K=-180/711, F-K=-876/296, F-J=-90/526, G-J=-287/196 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=268, I=282. 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 Job LSA HOMES - ACACIA Truss D01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:25 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-2Q6gyuW9mOS7rGUwHF23fwZB1iIj1LyEALA_xSyiorS Scale = 1:50.4 T1 T1 B1 B2 B3 W14 W12 W11 W10 W9 W6 W5 W7 W8 W13 W3 W2W1 W4 A B C D E F G H I JQ P O N M L K R S T U V W X Y 4x4 5x6 3x4 6x8 3x6 2x4 6x8 3x6 4x6 7x10 1.5x4 4x8 7x10 4x6 3x10 1.5x4 7x10 4-1-8 4-1-8 6-0-12 1-11-4 7-2-0 1-1-4 10-4-0 3-2-0 13-6-0 3-2-0 13-10-8 0-4-8 14-0-4 0-1-12 18-0-0 3-11-12 22-6-0 4-6-0 27-0-0 4-6-0 4-1-8 4-1-8 6-0-12 1-11-4 7-2-0 1-1-4 10-4-0 3-2-0 13-6-0 3-2-0 14-0-4 0-6-4 18-0-0 3-11-12 22-6-0 4-6-0 27-0-0 4-6-0 0-4-58-2-130-4-52-2-137.00 12 4.00 12 Plate Offsets (X,Y)-- [A:0-2-0,0-1-9], [J:0-0-8,Edge], [L:0-3-8,0-4-4], [M:0-5-0,0-4-8], [N:0-5-0,0-4-4], [P:0-4-0,0-4-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.62 0.30 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.07 0.04 (loc) P-Q P-Q M P l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 530 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* W14,W11,W10,W8,W13,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) A=1732/0-5-8 (min. 0-1-8), J=2446/0-5-8 (min. 0-1-8), M=19933/0-3-8 (min. 0-2-3) Max HorzA=206(LC 7) Max UpliftA=-329(LC 11), J=-494(LC 11), M=-3693(LC 10) Max GravA=1794(LC 16), J=2664(LC 17), M=19948(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-5850/1093, B-C=-2456/431, C-D=-301/342, D-E=-678/3563, E-F=-596/3479, F-G=-1054/5988, G-H=-1250/6921, H-R=-653/3526, I-R=-671/3472, I-J=-1808/393 BOT CHORD A-Q=-1068/5098, P-Q=-1093/5228, O-P=-555/2312, O-S=-251/590, N-S=-502/314, N-T=-5295/1117, M-T=-5890/1214, M-U=-3041/647, L-U=-3041/647, L-V=-305/1522, V-W=-305/1522, K-W=-305/1522, K-X=-305/1522, X-Y=-305/1522, J-Y=-305/1522 WEBS B-Q=-425/2394, B-P=-2944/644, C-P=-661/3275, C-O=-2980/610, D-O=-865/4273, D-N=-4117/849, E-N=-642/186, H-L=-1056/5724, I-L=-4456/882, I-K=-665/4002, G-M=-2152/412, F-M=-8608/1581, F-N=-1068/5526, H-M=-5333/1070 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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. 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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) Bearing at joint(s) A, M considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=329, J=494, M=3693. 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. Continued on page 2 Job LSA HOMES - ACACIA Truss D01 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:25 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-2Q6gyuW9mOS7rGUwHF23fwZB1iIj1LyEALA_xSyiorS NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2757 lb down and 523 lb up at 4-1-8, 1600 lb down and 316 lb up at 6-0-12, 1600 lb down and 319 lb up at 8-0-12, 1764 lb down and 326 lb up at 10-0-12, 1905 lb down and 335 lb up at 12-0-12, 1985 lb down and 343 lb up at 14-0-4, 1834 lb down and 332 lb up at 16-0-12, 1669 lb down and 324 lb up at 18-0-12, 1504 lb down and 299 lb up at 20-0-12, 1589 lb down and 294 lb up at 22-0-12, and 1796 lb down and 289 lb up at 24-0-12, and 1508 lb down and 286 lb up at 26-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, F-J=-84, A-O=-14, M-O=-14, J-M=-14 Concentrated Loads (lb) Vert: Q=-2757(F) P=-1600(F) N=-1764(F) L=-1669(F) M=-1985(F) S=-1600(F) T=-1905(F) U=-1834(F) V=-1504(F) W=-1589(F) X=-1796(F) Y=-1508(F) Job LSA HOMES - ACACIA Truss D02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:26 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-Wcg2ADXnXib_TQ37ryZIC86HH6ZqmmNNP?vXTvyiorR Scale = 1:52.5 T2 T3 B1 B2 B3 W7 W5 W4 W3 W6 W1 W2 T1 T4 A B C D E F G H L K J I M 6x8 4x6 7x10 3x10 6x8 8x12 MT20HS 4x6 3x6 1.5x4 1.5x4 3-7-0 3-7-0 7-2-0 3-7-0 13-6-0 6-4-0 13-10-8 0-4-8 20-3-0 6-4-8 27-0-0 6-9-0 -1-6-0 1-6-0 3-7-0 3-7-0 7-2-0 3-7-0 13-6-0 6-4-0 20-3-0 6-9-0 27-0-0 6-9-0 28-6-0 1-6-0 0-4-58-2-130-4-52-2-137.00 12 4.00 12 Plate Offsets (X,Y)-- [B:0-1-1,0-0-5], [D:0-4-0,Edge], [G:Edge,0-0-4], [J:0-8-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.90 0.63 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.48 0.31 0.17 (loc) K J-K G K l/defl >933 >664 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 128 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 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* W7,W5,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1452/0-5-8 (min. 0-1-8), G=1452/0-5-8 (min. 0-1-10) Max HorzB=-230(LC 8) Max UpliftB=-288(LC 10), G=-288(LC 11) Max GravB=1521(LC 17), G=1525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4185/763, C-D=-4300/762, D-E=-1468/305, E-M=-1513/310, F-M=-1527/282, F-G=-2258/353 BOT CHORD B-L=-748/3582, K-L=-751/3602, J-K=-689/3823, I-J=-183/1828, G-I=-182/1829 WEBS C-K=-11/312, D-K=-409/2438, F-J=-859/279, E-J=-141/779, D-J=-3048/655 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=288, G=288. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss D03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:26 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-Wcg2ADXnXib_TQ37ryZIC86Jd6fbmrcNP?vXTvyiorR Scale = 1:53.7 T2 T2 B1 W1 W2 W3W2W3T1 T1 B1 A B C D E F G J I H K L 7x10 4x8 7x10 4x4 5x8 1.5x4 1.5x4 4x4 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 28-6-0 1-6-0 0-4-58-2-130-4-57.00 12 Plate Offsets (X,Y)-- [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.82 0.19 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.05 -0.08 0.00 0.03 (loc) F-H B-J F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 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 27-0-0. (lb) - Max HorzB=-230(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B except I=-128(LC 10), H=-128(LC 11), J=-168(LC 10), F=-129(LC 11) Max Grav All reactions 250 lb or less at joint(s) except B=463(LC 17), I=671(LC 18), H=841(LC 18), J=856(LC 17), F=474(LC 18), F=471(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-263/126, C-K=-295/96, D-K=-282/177, D-L=-282/176, E-L=-295/65, E-F=-263/74 WEBS D-I=-510/82, E-H=-730/173, C-J=-739/213 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) B except (jt=lb) I=128, H=128, J=168, F=129. 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 Job LSA HOMES - ACACIA Truss D04 Truss Type Common Qty 5 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:27 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-_oERNZXPI0jr5adJPf4XkLeTbVytVD0Xdef4?LyiorQ Scale = 1:51.2 T2 T2 B1 W1 W2 W3W2W3T1 T1 B1 A B C D E F G J I H K L 7x10 4x6 7x10 3x6 5x8 1.5x4 1.5x4 3x6 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 28-6-0 1-6-0 0-4-58-2-130-4-57.00 12 Plate Offsets (X,Y)-- [B:0-6-4,0-0-6], [F:0-6-4,0-0-6], [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.87 0.38 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.07 0.06 (loc) I H-I F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-1-0 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=1453/0-3-0 (min. 0-1-10), F=1453/0-3-0 (min. 0-1-10) Max HorzB=-230(LC 8) Max UpliftB=-288(LC 10), F=-288(LC 11) Max GravB=1525(LC 17), F=1525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2295/362, C-K=-1521/280, D-K=-1507/308, D-L=-1507/308, E-L=-1521/280, E-F=-2295/362 BOT CHORD B-J=-345/1869, I-J=-346/1867, H-I=-192/1867, F-H=-191/1869 WEBS D-I=-142/803, E-I=-906/289, C-I=-906/289 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=288, F=288. 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 Job LSA HOMES - ACACIA Truss D05 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:27 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-_oERNZXPI0jr5adJPf4XkLeTbVytVD0Xdef4?LyiorQ Scale = 1:51.2 T2 T2 B1 W1 W2 W3W2W3T1 T1 B1 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G J I H AO AP 7x10 4x6 7x10 3x6 5x8 3x6 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 28-6-0 1-6-0 0-4-58-2-130-4-57.00 12 Plate Offsets (X,Y)-- [B:0-6-4,0-0-6], [F:0-6-4,0-0-6], [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.87 0.38 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.07 0.06 (loc) I I-J F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 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* W3: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-1-0 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=1453/0-3-0 (min. 0-1-10), F=1453/0-3-0 (min. 0-1-10) Max HorzB=-230(LC 8) Max UpliftB=-288(LC 10), F=-288(LC 11) Max GravB=1525(LC 17), F=1525(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2295/362, C-AO=-1521/280, D-AO=-1507/308, D-AP=-1507/308, E-AP=-1521/280, E-F=-2295/362 BOT CHORD B-J=-345/1869, I-J=-346/1867, H-I=-192/1867, F-H=-191/1869 WEBS D-I=-142/803, E-I=-906/289, C-I=-906/289 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=288, F=288. 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 LSA HOMES - ACACIA Truss E01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:28 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-S?opbvY23JriijCVyNbmHZBnFvLhEpdgsIOeXnyiorP Scale = 1:57.8 T2 T2 B1 ST6 ST5 ST4 ST3 ST2ST1 ST5 ST4 ST3 ST2 ST1 T1 T1 B1 A B C D E F G H I J K L M N O Z Y X W V U T S R Q P 4x4 4x4 5x6 5x6 5x6 4x4 22-0-0 22-0-0 -1-6-0 1-6-0 11-0-0 11-0-0 22-0-0 11-0-0 23-6-0 1-6-0 0-4-139-6-130-4-1310.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [F:0-3-0,0-3-0], [J:0-3-0,0-3-0], [N:Edge,0-0-4], [U:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.30 0.15 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.01 (loc) O O N l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 141 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* ST6,ST5: 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 H-U MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max HorzB=274(LC 7) Max Uplift All uplift 100 lb or less at joint(s) U, X, R, N except B=-108(LC 4), V=-109(LC 8), W=-107(LC 8), Y=-118(LC 8), Z=-204(LC 14), T=-106(LC 9), S=-108(LC 9), Q=-118(LC 9), P=-204(LC 14) Max Grav All reactions 250 lb or less at joint(s) U, V, W, X, Y, Z, T, S, R, Q, P except B=484(LC 14), N=484(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-276/197 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) U, X, R, N except (jt=lb) B=108, V=109, W=107, Y=118, Z=204, T=106, S=108, Q=118, P=204. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, N. 12) 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 LSA HOMES - ACACIA Truss G01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:28 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-S?opbvY23JriijCVyNbmHZBh1vLNEpZgsIOeXnyiorP Scale = 1:58.3 W2 T2 T3 W1 B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 B2 A B C D E F G H I J S R Q P O N M L K 4x8 3x6 4x4 5x6 5x6 16-8-0 16-8-0 14-6-0 14-6-0 16-8-0 2-2-0 1-6-59-11-138-8-107.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-3-0], [O:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.70 0.17 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - K l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 120 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST8,ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt J-K, I-L, H-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-8-0. (lb) - Max HorzS=314(LC 10) Max Uplift All uplift 100 lb or less at joint(s) K, L, M, N, O except S=-140(LC 8), P=-100(LC 10), R=-414(LC 10) Max Grav All reactions 250 lb or less at joint(s) K, L, N, O, P, Q except S=392(LC 10), M=297(LC 16), R=330(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-S=-231/517, B-C=-420/192 WEBS H-M=-270/96, C-R=-258/329, B-S=-802/340 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) K, L, M, N, O except (jt=lb) S=140, P=100, R=414. 12) 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 LSA HOMES - ACACIA Truss H01 Truss Type Roof Special Qty 5 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:29 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-wBMBoFZgqdzZKtniW47?qmkx8JhuzEXp5y8B4DyiorO Scale = 1:18.9 T1 W1 B1 W3 W2 A B C D F E G 1.5x4 3x4 3x4 3x4 1.5x4 3-11-12 3-11-12 7-11-8 3-11-12 -1-6-0 1-6-0 3-11-12 3-11-12 7-11-8 3-11-12 0-3-152-11-124.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.35 0.15 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) F F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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) E=360/0-5-8 (min. 0-1-8), B=533/0-3-8 (min. 0-1-8) Max HorzB=134(LC 6) Max UpliftE=-105(LC 10), B=-161(LC 6) Max GravE=529(LC 17), B=739(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-980/96 BOT CHORD B-F=-166/850, E-F=-166/850 WEBS C-E=-902/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) E=105, B=161. 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 Job LSA HOMES - ACACIA Truss H02 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:29 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-wBMBoFZgqdzZKtniW47?qmkx8JhuzEXp5y8B4DyiorO Scale = 1:18.9 T1 W1 B1 W3 W2 A B C D F E G 1.5x4 3x4 3x4 3x4 1.5x4 3-11-12 3-11-12 7-11-8 3-11-12 -1-6-0 1-6-0 3-11-12 3-11-12 7-11-8 3-11-12 0-3-152-11-124.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.35 0.15 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) F F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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) E=360/0-5-8 (min. 0-1-8), B=533/0-3-8 (min. 0-1-8) Max HorzB=134(LC 6) Max UpliftE=-105(LC 10), B=-161(LC 6) Max GravE=529(LC 17), B=739(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-980/96 BOT CHORD B-F=-166/850, E-F=-166/850 WEBS C-E=-902/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) E=105, B=161. 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 Job LSA HOMES - ACACIA Truss H03 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:30 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-PNwZ0baIbx5Py1Mu4oeEM_G7mj2Vik_zJctlcgyiorN Scale = 1:18.2 T1 W1 B1 ST1 ST2 A B C D E H G F I 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-6-0 1-6-0 7-11-8 7-11-8 0-3-152-11-124.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.30 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) A A l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 32 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 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.All bearings 7-11-8. (lb) - Max HorzB=134(LC 6) Max Uplift All uplift 100 lb or less at joint(s) F, H, G except B=-102(LC 6) Max Grav All reactions 250 lb or less at joint(s) F, G except B=425(LC 17), H=517(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-H=-460/130 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, H, G except (jt=lb) B=102. 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 LSA HOMES - ACACIA Truss HF1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:30 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-PNwZ0baIbx5Py1Mu4oeEM_GBmj3Dij1zJctlcgyiorN Scale = 1:53.7 W1 T1 B1 B2 ST1 ST2 ST3 ST4 ST5 ST6 A B C D E F G H O N M L K J I 3x4 6x8 3-11-4 3-11-4 13-4-8 9-5-4 13-4-8 13-4-8 10-11-20-0-610-10-1210-11-213.89 12 Plate Offsets (X,Y)-- [H:0-0-11,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.04 0.02 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 109 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 OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST4,ST5,ST6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt A-O, B-N, C-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-4-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) O, H, N, M, L, K, J, I Max Grav All reactions 250 lb or less at joint(s) O, H, N, M, L, K, J, I 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) O, H, N, M, L, K, J, I. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H, L, K, J, I. 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. LOAD CASE(S) Standard Job LSA HOMES - ACACIA Truss HF2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:31 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-tZTxDxawMEDGZBx4eV9TvBpMW7PTRAH6YGdI86yiorM Scale = 1:59.5 W1 T1 B1 B3 ST1 ST2 ST3 ST4 ST5 ST6 B2 A B C D E F G H P O N M L K J I 3x4 3x4 5x6 2-9-12 2-9-12 13-4-8 10-6-12 13-4-8 13-4-8 12-2-120-0-68-2-1112-2-1213.89 12 Plate Offsets (X,Y)-- [H:0-0-11,0-1-8], [L:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.04 0.02 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - H l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 113 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 OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST4,ST5,ST6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt A-P, B-O, C-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-4-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) P, H, O, M, L, K, J, I Max Grav All reactions 250 lb or less at joint(s) P, H, N, O, M, L, K, J, I 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) H, K, J, I considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, H, O, M, L, K, J, I. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H, M, L, K, J, I. 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 LSA HOMES - ACACIA Truss K01 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:31 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-tZTxDxawMEDGZBx4eV9TvBpG17BCRCe6YGdI86yiorM Scale: 3/4"=1' T1 W1 B1 A B C D 3x4 1.5x4 2x4 4-0-0 4-0-0 4-0-0 4-0-0 0-4-52-8-51-6-21-1-111-2-37.00 12 4.00 12 Plate Offsets (X,Y)-- [A:0-6-3,0-0-7] LOADING (psf) TCLL (Roof Snow=35.0) 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-P 0.39 0.93 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.08 0.00 0.03 (loc) A-C A-C C A-C l/defl >728 >518 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-4 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=924/0-5-8 (min. 0-1-8), C=942/Mechanical Max HorzA=93(LC 10) Max UpliftA=-151(LC 10), C=-212(LC 10) Max GravA=1015(LC 16), C=1032(LC 16) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=151, C=212. 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) 1511 lb down and 282 lb up at 2-0-12 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, A-C=-14 Concentrated Loads (lb) Vert: D=-1511(F) Job LSA HOMES - ACACIA Truss V01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:32 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-Lm1KQHbY7YL7BLWHBDgiRPMVrWktAe7GnwMrgYyiorL Scale = 1:28.8 T1 W1 B1 ST3 ST2 ST1 A B C D E I H G F J 3x4 10-0-5 10-0-5 0-0-45-10-37.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.13 0.07 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - F l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 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.All bearings 10-0-5. (lb) - Max HorzA=222(LC 10) Max Uplift All uplift 100 lb or less at joint(s) F, G, H except I=-134(LC 10) Max Grav All reactions 250 lb or less at joint(s) A, F except G=342(LC 16), H=260(LC 16), I=432(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-G=-307/101, C-H=-253/73, B-I=-356/144 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) F, G, H except (jt=lb) I=134. 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 LSA HOMES - ACACIA Truss V02 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 30 13:54:32 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:A2?iIPc7zesSg1ddhLbrICyislo-Lm1KQHbY7YL7BLWHBDgiRPMWRWlJAcRGnwMrgYyiorL Scale = 1:45.6 T1 T2 W1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 B2 A B C D E F G H I Q P O N M L K J 3x4 4x4 5x6 16-0-15 16-0-15 9-0-15 9-0-15 16-0-15 7-0-0 7-6-121-8-1210.00 12 Plate Offsets (X,Y)-- [N:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.09 0.04 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - J l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 91 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 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.All bearings 16-0-15. (lb) - Max HorzA=184(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, J, N, P except O=-108(LC 8), Q=-146(LC 8), M=-100(LC 9), L=-108(LC 9), K=-147(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, J, O, P, M, L, K except N=262(LC 18), Q=278(LC 15) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) A, J, N, P except (jt=lb) O=108, Q=146, M=100, L=108, K=147. 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. LOAD CASE(S) Standard