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HomeMy WebLinkAboutTRUSS SPECS - 21-00317 - 816 S 2315 W - New SFRJob FAIRVIEW-FREEMONT CM Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-U0WEZx8joA2OyowLW58VJdoSZEuS3P8QNuUI_pzMBBC Scale = 1:79.8 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 T1 T1 B1B2 ST12 ST10 ST11 ST9 ST7 ST8ST6 ST4 ST5 ST3 ST2 ST1 ST10 ST11 ST9 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1 W5 W5 A B C D E F G H I J K S R Q P O N M L BDBC BE BF BG BH BI BJ BK BL BM BN BO 5x6 3x4 5x6 4x5 3x6 3x4 4x5 3x6 3x4 5x6 2x4 2x4 2x4 2x4 2x4 5x6 5x6 2x4 2x4 2x4 5x6 2x4 2x4 5x6 3x4 3x4 7-0-0 7-0-0 8-4-13 1-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 35-0-0 1-4-13 42-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 4 - 3 10 - 1 0 - 3 11 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-3-0,0-3-0], [F:0-1-12,0-1-8], [H:0-3-0,0-3-0], [J:0-1-11,Edge], [N:0-3-0,0-3-0], [Q:0-3-0,0-3-0], [AN:0-0-0,0-0-0], [AN:0-0-0,0-0-0], [AO:0-0-0,0-0-0], [AR:0-0-0,0-0-0], [AR:0-0-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.70 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.54 0.17 0.30 (loc) O-P M-O J M-O l/defl >999 >919 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 342 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4,W5: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST12,ST9: 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 5-2-11 oc bracing. WEBS 1 Row at midpt F-O, F-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2144/0-5-8 (min. 0-2-5), J=2144/0-5-8 (min. 0-2-5) Max Horz B=237(LC 11) Max UpliftB=-830(LC 12), J=-830(LC 12) Max GravB=2161(LC 2), J=2161(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BE=-3973/1734, C-BE=-3881/1749, C-D=-3758/1765, D-E=-3569/1778, E-BF=-2912/1398, F-BF=-2799/1414, F-BG=-2799/1414, G-BG=-2912/1398, G-H=-3570/1778, H-I=-3758/1765, I-BH=-3881/1749, J-BH=-3973/1734 BOT CHORD B-BI=-1470/3439, S-BI=-1470/3439, R-S=-1467/3435, R-BJ=-1078/2788, Q-BJ=-1078/2788, P-Q=-1078/2788, P-BK=-711/2089, BK-BL=-711/2089, BL-BM=-711/2089, O-BM=-711/2089, N-O=-1076/2788, N-BN=-1076/2788, M-BN=-1076/2788, L-M=-1469/3435, L-BO=-1472/3439, J-BO=-1472/3439 WEBS F-O=-587/1135, G-O=-885/442, G-M=-494/785, M-BD=-557/239, I-BD=-474/177, F-P=-587/1135, E-P=-885/442, E-R=-494/785, C-BC=-474/177, R-BC=-557/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 3-1-10, Interior(1) 3-1-10 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-6, Interior(1) 25-2-6 to 43-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=830, J=830. 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. Continued on page 2 Job FAIRVIEW-FREEMONT CM Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:07 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-QOd__dAzKnI6B64kdWAzO2uo22ZwXJejrBzP3izMBBA LOAD CASE(S) Standard Job FAIRVIEW-FREEMONT CM Truss A2 Truss Type Common Qty 20 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-ubBNBzBb55QzpGfwBEhCxFQznRuSGmps4rizb8zMBB9 Scale = 1:70.3 T2 T2 B1 W1 W2 W3 W4 W1 W2W3 W4 T1 T1 B1B2AB C D E F G H I J K Q P O N M L R S T U V W X Y Z AA AB AC AD 3x6 5x6 3x6 5x6 4x8 4x5 3x6 3x4 1.5x4 4x5 3x6 3x4 1.5x4 4x8 5x6 8-4-13 8-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 42-0-0 8-4-13 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 4 - 3 10 - 1 0 - 3 11 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.74 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.55 0.17 0.30 (loc) N-O N-O J N-O l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-12 oc bracing. WEBS 1 Row at midpt F-N, F-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2144/0-5-8 (min. 0-2-5), J=2144/0-5-8 (min. 0-2-5) Max Horz B=-237(LC 10) Max UpliftB=-830(LC 12), J=-830(LC 12) Max GravB=2164(LC 2), J=2164(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-3957/1727, C-R=-3867/1742, C-D=-3779/1759, D-E=-3590/1783, E-S=-2917/1398, F-S=-2803/1414, F-T=-2803/1414, G-T=-2916/1398, G-H=-3590/1783, H-I=-3779/1759, I-U=-3867/1742, J-U=-3957/1727 BOT CHORD B-V=-1457/3427, Q-V=-1457/3427, Q-W=-1079/2794, P-W=-1079/2794, P-X=-1079/2794, O-X=-1079/2794, O-Y=-711/2092, Y-Z=-711/2092, Z-AA=-711/2092, N-AA=-711/2092, N-AB=-1077/2794, M-AB=-1077/2794, M-AC=-1077/2794, L-AC=-1077/2794, L-AD=-1459/3427, J-AD=-1459/3427 WEBS F-N=-588/1136, G-N=-891/447, G-L=-508/804, I-L=-481/182, F-O=-588/1136, E-O=-891/447, E-Q=-508/804, C-Q=-481/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 3-1-10, Interior(1) 3-1-10 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-6, Interior(1) 25-2-6 to 43-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=830, J=830. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job FAIRVIEW-FREEMONT CM Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-qzJ7ceCrdigh2ZpJIfjg0gVK0Fdfkdr9X9B3g0zMBB7 Scale = 1:86.1 T2 T3 B1 W1 W2 W3 W4 W1 W2 W3 W4 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST2 ST3 ST1 ST8 ST9 ST7 ST5 T1 T4 B3B2AB C D E F G H I J K T R Q P N M LAO S AP AQ ARO AS AT AU 5x6 3x4 3x6 3x6 4x5 3x6 3x6 6x8 3x6 3x4 2x4 2x4 2x4 2x4 2x4 5x6 5x6 2x4 2x4 2x4 2x4 3x6 3x6 SpecialSpecial Special 8-4-13 8-4-13 13-7-8 5-2-11 16-9-8 3-2-0 16-9-10 0-0-2 19-8-0 2-10-6 25-2-6 5-6-6 33-7-3 8-4-13 42-0-0 8-4-13 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 4 - 3 10 - 1 0 - 3 11 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [F:0-1-12,0-1-8], [F:0-3-4,Edge], [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.57 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.24 0.02 0.16 (loc) L-N L-N J J-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 299 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST10,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: L-N,J-L. 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.All bearings 0-3-8 except (jt=length) B=0-5-8, Q=6-4-0, P=6-4-0. (lb) - Max Horz B=-237(LC 6) Max Uplift All uplift 100 lb or less at joint(s) O except B=-202(LC 27), Q=-1086(LC 8), P=-112(LC 14), J=-409(LC 8), S=-148(LC 4) Max Grav All reactions 250 lb or less at joint(s) P, O except B=675(LC 19), Q=2994(LC 1), J=1122(LC 20), S=362(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-717/309, C-D=-498/305, D-E=-259/345, E-F=-196/1007, F-G=-568/282, G-H=-1292/596, H-I=-1489/572, I-J=-1711/554 BOT CHORD B-T=-249/533, T-AO=-494/333, S-AO=-494/333, S-AP=-494/333, R-AP=-494/333, R-AQ=-494/333, Q-AQ=-494/333, Q-AR=-149/250, P-AR=-149/250, O-P=-149/250, O-AS=-149/250, N-AS=-149/250, N-AT=-72/713, M-AT=-72/713, M-AU=-72/713, L-AU=-72/713, J-L=-406/1416 WEBS F-N=-483/1100, G-N=-916/383, G-L=-411/889, I-L=-527/204, F-Q=-1852/603, E-Q=-905/379, E-T=-400/826, C-T=-539/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) O except (jt=lb) B=202 , Q=1086, P=112, J=409, S=148. 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. Continued on page 2 Job FAIRVIEW-FREEMONT CM Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:11 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-JAtVq_DUO0oXgjNVsMEvZu2VmfzuT44JmpxdCTzMBB6 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 135 lb up at 14-2-4, and 258 lb down and 142 lb up at 16-2-4, and 258 lb down and 142 lb up at 18-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, F-K=-84, B-J=-14 Concentrated Loads (lb) Vert: AP=-258(F) AQ=-258(F) AR=-258(F) Job FAIRVIEW-FREEMONT CM Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:13 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-FY?GEgFkvd2Fv1Xt_nHNeJ7_VSmbxAhbD7QjGLzMBB4 Scale = 1:40.3 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N W X 4x5 3x4 5x6 3x4 22-8-8 22-8-8 -1-0-0 1-0-0 11-4-4 11-4-4 22-8-8 11-4-4 23-8-8 1-0-0 0- 4 - 3 6- 0 - 5 6- 6 - 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.09 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) L M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-8-8. (lb) - Max Horz B=114(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=251(LC 1), V=306(LC 23), L=251(LC 1), N=306(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 1-11-3, Exterior(2N) 1-11-3 to 11-4-4, Corner(3R) 11-4-4 to 14-4-4 , Exterior(2N) 14-4-4 to 23-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, S, T, U, V, Q, P, O, L, N. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job FAIRVIEW-FREEMONT CM Truss B2 Truss Type Common Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-jlZeS0FMgxA6XB64XUocAWg5ms0ZgZUlSn9HpozMBB3 Scale = 1:39.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G I H J K L M N O P Q R S T 5x6 3x6 5x6 1.5x4 3x4 1.5x4 3x6 7-6-13 7-6-13 15-1-11 7-6-13 22-8-8 7-6-13 -1-0-0 1-0-0 5-8-2 5-8-2 11-4-4 5-8-2 17-0-6 5-8-2 22-8-8 5-8-2 23-8-8 1-0-0 0- 4 - 3 6- 0 - 5 6- 6 - 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [H:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.44 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.05 0.14 (loc) H-I H-I F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-11 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=1200/0-3-8 (min. 0-1-8), F=1200/0-3-8 (min. 0-1-8) Max Horz B=114(LC 11) Max UpliftB=-469(LC 12), F=-469(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-1958/976, C-J=-1867/990, C-K=-1697/972, D-K=-1603/983, D-L=-1603/984, E-L=-1697/972, E-M=-1867/990, F-M=-1958/976 BOT CHORD B-N=-798/1656, I-N=-798/1656, I-O=-442/1083, O-P=-442/1083, P-Q=-442/1083, Q-R=-442/1083, R-S=-442/1083, H-S=-442/1083, H-T=-794/1656, F-T=-794/1656 WEBS D-H=-433/669, E-H=-465/227, D-I=-433/669, C-I=-465/227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 11-4-4, Exterior(2R) 11-4-4 to 14-4-4, Interior(1) 14-4-4 to 23-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=469, F=469. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job FAIRVIEW-FREEMONT CM Truss B3 Truss Type Common Qty 3 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:16 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-f7gOtiHcCYRqmUGSfvq4FxlQ9gho8T_2v5eOtgzMBB1 Scale = 1:38.6 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H G I J K L M N O P Q R S 3x6 4x5 5x6 1.5x4 3x4 1.5x4 3x6 7-6-13 7-6-13 15-1-11 7-6-13 22-8-8 7-6-13 5-8-2 5-8-2 11-4-4 5-8-2 17-0-6 5-8-2 22-8-8 5-8-2 23-8-8 1-0-0 0- 4 - 3 6- 0 - 5 6- 6 - 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.45 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.18 0.05 0.15 (loc) G-H G-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 94 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-10 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=1096/0-3-8 (min. 0-1-8), E=1203/0-3-8 (min. 0-1-8) Max Horz A=-113(LC 10) Max UpliftA=-418(LC 12), E=-470(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-1976/965, B-I=-1859/978, B-J=-1710/959, C-J=-1616/971, C-K=-1607/985, D-K=-1702/974, D-L=-1873/992, E-L=-1964/978 BOT CHORD A-M=-792/1675, H-M=-792/1675, H-N=-437/1089, N-O=-437/1089, O-P=-437/1089, P-Q=-437/1089, Q-R=-437/1089, G-R=-437/1089, G-S=-792/1661, E-S=-792/1661 WEBS C-G=-433/669, D-G=-465/227, C-H=-421/681, B-H=-473/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-4-4, Exterior(2R) 11-4-4 to 14-4-4, Interior(1) 14-4-4 to 23-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=418, E=470. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job FAIRVIEW-FREEMONT CM Truss C1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:18 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-bWo8INItkAhY0oQrmKsYLMrqSTUTcQ2LNP7UyZzMBB? Scale = 1:24.8 T1 T2 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H M L K J I N 4x5 3x4 3x4 14-1-0 14-1-0 -1-0-0 1-0-0 7-0-8 7-0-8 14-1-0 7-0-8 0- 4 - 3 3- 1 0 - 7 4- 4 - 3 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-1-0. (lb) - Max Horz B=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) H, B, L, M, J, I Max Grav All reactions 250 lb or less at joint(s) H, B, K, L, J except M=274(LC 1), I=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 1-11-3, Exterior(2N) 1-11-3 to 7-0-8, Corner(3R) 7-0-8 to 10-0-8, Exterior(2N) 10-0-8 to 14-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H, B, L, M, 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 FAIRVIEW-FREEMONT CM Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-4iMXVjJVVTpPdy?1K1OntaNtvtkfLtiUc3t2U?zMBB_ Scale = 1:24.5 T1 T2 B1 W1 A B C D E F G H I J K L M 5x6 3x6 3x6 1.5x4 7-0-8 7-0-8 14-1-0 7-0-8 -1-0-0 1-0-0 7-0-8 7-0-8 14-1-0 7-0-8 0- 4 - 3 3- 1 0 - 7 4- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [D:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.44 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.01 0.09 (loc) D-E D-E D B-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=662/0-5-8 (min. 0-1-8), B=782/0-5-8 (min. 0-1-8) Max Horz B=74(LC 11) Max UpliftD=-252(LC 12), B=-310(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-962/532, F-G=-828/538, C-G=-814/552, C-H=-812/535, H-I=-828/522, D-I=-960/520 BOT CHORD B-J=-380/734, J-K=-380/734, E-K=-380/734, E-L=-380/734, L-M=-380/734, D-M=-380/734 WEBS C-E=-204/277 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-0-8, Exterior(2R) 7-0-8 to 10-0-8, Interior(1) 10-0-8 to 13-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=252, B=310. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job FAIRVIEW-FREEMONT CM Truss J1 Truss Type Jack-Open Qty 3 Ply 1 KARTCHNER FREEMONT-FAIRVIEW CM Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Wed Apr 28 11:41:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-05UHwPLl1537tG8QSSQFy?TEghSmpncn3NM9XuzMBAy Scale = 1:20.6 T1 B1 W1 A B C D F E G H 2x4 1.5x4 1.5x4 0-0-8 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0- 4 - 3 3- 4 - 3 3- 9 - 1 5 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.21 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.08 (loc) B-F B-F B-F l/defl >999 >741 n/a >848 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 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. 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=390/0-3-8 (min. 0-1-8), F=272/Mechanical Max Horz B=121(LC 12) Max UpliftB=-135(LC 12), F=-128(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=135, F=128. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard