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HomeMy WebLinkAboutTRUSS SPECS - 21-00670 - 1141 John Hancock - New SFRJob BOH - KOETTING Truss A01 Truss Type GABLE 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 17 17:19:07 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-lSUiCO_aTkVx5lTXOftVa1iDavb94yzpzSYOryyn23Y Scale = 1:57.2 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2B2 ST9 ST10 ST7 ST8ST6ST5 ST3 ST4 ST2 ST1 ST9 ST10 ST7 ST8 ST6 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I X W V U T S R Q P O N M L K J AU AV 6x8 4x6 6x8 4x4 5x6 5x8 5x6 4x4 8-3-0 8-3-0 16-6-0 8-3-0 24-9-0 8-3-0 33-0-0 8-3-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 33-0-0 5-6-0 34-0-0 1-0-0 0- 5 - 1 8- 8 - 1 0- 5 - 1 6.00 12 Plate Offsets (X,Y)-- [D:0-4-0,Edge], [F:0-4-0,Edge], [M:0-3-0,0-3-0], [Q:0-4-0,0-3-0], [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 0.55 0.20 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) B-X B-X H B-X l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-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. (lb) - Max HorzB=155(LC 14) Max Uplift All uplift 100 lb or less at joint(s) B, W, X, J except U=-266(LC 10), Q=-217(LC 10), M=-246(LC 11), H=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) R, S, T, V, W, X, P, O, N, L, K, J except B=370(LC 17), U=872(LC 17), Q=796(LC 18), M=861(LC 18), H=385(LC 18), H=377(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-333/114, G-H=-333/81 WEBS E-Q=-491/75, F-Q=-319/161, F-M=-615/124, G-M=-425/218, D-Q=-314/149, D-U=-619/142, C-U=-435/223 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, 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, W, X, J except (jt=lb) U=266, Q=217, M=246, H=107. 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 BOH - KOETTING Truss A02 Truss Type Common Qty 12 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 17 17:19:08 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-Df14Pk?CE2dojv2jyNOk6EFOAJrQpJazC6HxOOyn23X Scale = 1:55.7 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2B2A B C D E F G H I L K J M N O P Q R 5x8 4x6 5x8 4x6 5x8 5x8 5x8 1.5x4 1.5x4 4x6 8-3-0 8-3-0 16-6-0 8-3-0 24-9-0 8-3-0 33-0-0 8-3-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 33-0-0 5-6-0 34-0-0 1-0-0 0- 5 - 1 8- 8 - 1 0- 5 - 1 6.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L: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 0.56 0.58 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.11 0.08 (loc) J-K J-K H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-0 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=1703/0-5-8 (min. 0-1-14), H=1703/0-5-8 (min. 0-1-14) Max HorzB=155(LC 10) Max UpliftB=-335(LC 10), H=-335(LC 11) Max GravB=1733(LC 17), H=1733(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2981/542, C-M=-2692/491, D-M=-2530/502, D-E=-1865/391, E-F=-1865/391, F-N=-2530/502, G-N=-2692/491, G-H=-2981/542 BOT CHORD B-L=-551/2534, L-O=-377/2147, O-P=-377/2147, K-P=-377/2147, K-Q=-245/2147, Q-R=-245/2147, J-R=-245/2147, H-J=-396/2534 WEBS E-K=-213/1247, F-K=-958/292, F-J=-78/507, G-J=-335/196, D-K=-958/292, D-L=-78/507, C-L=-335/196 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 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, 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, H=335. 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 BOH - KOETTING Truss A03 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 17 17:19:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-hrbSd40q?MlfK2dwV4vzfSnYZiAaYmp6Qm1Vwqyn23W Scale = 1:55.0 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 HW2 T1 T3 B3B2B2A B C D E F G H K J I L M N O P Q 5x8 4x6 5x8 4x6 5x8 1.5x4 5x8 5x8 1.5x4 5x6 8-3-0 8-3-0 16-6-0 8-3-0 24-9-0 8-3-0 32-9-0 8-0-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 32-9-0 5-3-0 0- 5 - 1 8- 8 - 1 0- 6 - 9 6.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:Edge,0-2-11], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K: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 0.58 0.59 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.11 0.08 (loc) J-K J-K H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-5 oc bracing: B-K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1701/0-5-8 (min. 0-1-14), H=1588/Mechanical Max HorzB=162(LC 14) Max UpliftB=-335(LC 10), H=-298(LC 11) Max GravB=1731(LC 17), H=1618(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2977/541, C-L=-2687/490, D-L=-2525/501, D-E=-1860/391, E-F=-1860/390, F-M=-2516/503, G-M=-2679/493, G-H=-2965/542 BOT CHORD B-K=-558/2531, K-N=-384/2143, N-O=-384/2143, J-O=-384/2143, J-P=-252/2140, P-Q=-252/2140, I-Q=-252/2140, H-I=-411/2516 WEBS C-K=-335/196, D-K=-78/507, D-J=-959/292, E-J=-212/1242, F-J=-954/293, F-I=-80/499, G-I=-323/195 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) 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, 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) B=335, H=298. 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 BOH - KOETTING Truss A03A 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 17 17:19:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-hrbSd40q?MlfK2dwV4vzfSnYaiAfYmo6Qm1Vwqyn23W Scale = 1:55.0 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 HW2 T1 T3 B3B2B2A B C D E F G H K J I L M N O P Q 5x8 4x6 5x8 4x6 5x8 1.5x4 5x8 5x8 1.5x4 5x6 8-3-0 8-3-0 16-6-0 8-3-0 24-9-0 8-3-0 32-9-0 8-0-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 32-9-0 5-3-0 0- 5 - 1 8- 8 - 1 0- 6 - 9 6.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:Edge,0-2-11], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K: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 0.58 0.58 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.10 0.08 (loc) J-K J-K H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-7 oc bracing: B-K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1699/0-5-8 (min. 0-1-14), H=1586/0-2-8 (min. 0-1-12) Max HorzB=162(LC 14) Max UpliftB=-334(LC 10), H=-298(LC 11) Max GravB=1729(LC 17), H=1616(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2974/541, C-L=-2684/490, D-L=-2521/501, D-E=-1856/390, E-F=-1856/390, F-M=-2502/501, G-M=-2665/490, G-H=-2947/539 BOT CHORD B-K=-557/2528, K-N=-383/2141, N-O=-383/2141, J-O=-383/2141, J-P=-251/2132, P-Q=-251/2132, I-Q=-251/2132, H-I=-407/2495 WEBS C-K=-335/196, D-K=-78/507, D-J=-959/292, E-J=-212/1238, F-J=-948/292, F-I=-78/490, G-I=-311/193 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) H. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=334, H=298. 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 BOH - KOETTING Truss A03B 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 17 17:19:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-919qqQ0SmftWyCC63oRCCfKkb6WeHDzGfQm2SHyn23V Scale = 1:55.1 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T3 B1B2B2A B C D E F G H K J I L M N O P Q 5x8 4x6 5x8 4x6 5x8 5x8 5x8 1.5x4 1.5x4 4x6 8-3-0 8-3-0 16-6-0 8-3-0 24-9-0 8-3-0 33-0-0 8-3-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 27-6-0 5-6-0 33-0-0 5-6-0 0- 5 - 1 8- 8 - 1 0- 5 - 1 6.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K: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 0.56 0.60 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 0.11 0.08 (loc) J-K J-K H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-5 oc bracing: B-K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1705/0-5-8 (min. 0-1-14), H=1592/0-5-8 (min. 0-1-12) Max HorzB=162(LC 14) Max UpliftB=-335(LC 10), H=-300(LC 11) Max GravB=1733(LC 17), H=1622(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2983/542, C-L=-2694/491, D-L=-2532/502, D-E=-1869/392, E-F=-1869/391, F-M=-2544/509, G-M=-2706/498, G-H=-3002/550 BOT CHORD B-K=-558/2536, K-N=-385/2149, N-O=-385/2149, J-O=-385/2149, J-P=-254/2156, P-Q=-254/2156, I-Q=-254/2156, H-I=-419/2557 WEBS E-J=-214/1249, F-J=-965/295, F-I=-83/518, G-I=-346/200, D-J=-959/292, D-K=-78/507, C-K=-335/196 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 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, 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, H=300. 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 BOH - KOETTING Truss B01 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 17 17:19:10 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-919qqQ0SmftWyCC63oRCCfKrr6f4HOCGfQm2SHyn23V Scale = 1:37.1 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B1 A B C D E F G H I J K T S R Q P O N M L U V 3x4 4x4 3x4 5x6 22-5-8 22-5-8 11-2-12 11-2-12 22-5-8 11-2-12 0- 4 - 1 5- 0 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [P: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 0.10 0.06 0.09 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: 96 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 22-5-8. (lb) - Max HorzA=-83(LC 15) Max Uplift All uplift 100 lb or less at joint(s) A, K, Q, R, S, O, N, M except T=-104(LC 10), L=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) A, K, P except Q=314(LC 16), R=303(LC 16), S=253(LC 16), T=347(LC 16), O=314(LC 17), N=303(LC 17), M=253(LC 17), L=347(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-Q=-287/82, D-R=-270/82, B-T=-279/116, G-O=-287/81, H-N=-270/82, J-L=-279/116 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) 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) A, K, Q, R, S, O, N, M except (jt=lb) T=104, L=103. 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 BOH - KOETTING Truss B02 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 17 17:19:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-dEjD2m14Xz?NaMnIdVyRkttuzWvS0n3Pu4Wb_jyn23U Scale = 1:35.2 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E G F H I 4x4 4x6 4x4 5x6 4x4 1.5x4 1.5x4 7-5-13 7-5-13 14-11-11 7-5-13 22-5-8 7-5-13 5-7-6 5-7-6 11-2-12 5-7-6 16-10-2 5-7-6 22-5-8 5-7-6 0- 4 - 1 5- 0 - 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [A:0-2-14,0-0-0], [E:0-2-14,0-0-0], [G: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 0.58 0.43 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 0.05 0.06 (loc) G F-G E A-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 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 3-7-0 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) A=1078/0-5-8 (min. 0-1-8), E=1078/0-5-8 (min. 0-1-8) Max HorzA=-83(LC 15) Max UpliftA=-207(LC 10), E=-207(LC 11) Max GravA=1195(LC 16), E=1195(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-2493/406, B-H=-2325/416, B-C=-2087/368, C-D=-2087/368, D-I=-2325/416, E-I=-2493/407 BOT CHORD A-G=-413/2234, F-G=-175/1279, E-F=-330/2234 WEBS C-F=-146/840, D-F=-710/227, C-G=-146/840, B-G=-710/227 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=207, E=207. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job BOH - KOETTING Truss C01 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 17 17:19:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-dEjD2m14Xz?NaMnIdVyRktt?KW_60rRPu4Wb_jyn23U Scale = 1:21.4 T1 T1 B1 ST2 ST1 ST1 A B C D E F G J I H 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-5-8 11-5-8 -1-0-0 1-0-0 5-8-12 5-8-12 11-5-8 5-8-12 12-5-8 1-0-0 0- 4 - 1 2- 8 - 1 1 0- 4 - 1 5.00 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 0.18 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) F G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 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 11-5-8. (lb) - Max HorzB=50(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, F except J=-112(LC 10), H=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) I except B=394(LC 17), F=394(LC 18), J=536(LC 17), H=536(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-J=-454/131, E-H=-454/130 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) B, F except (jt=lb) J=112, H=111. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, F. 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 BOH - KOETTING Truss C02 Truss Type Common 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 17 17:19:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-5QHbF62jIH7EBWMVBDTgH4P6mwBWlDxZ7kF9X9yn23T Scale = 1:17.9 T1 T1 B1 W1 W2 W3W2W3 A B C D E H G FI J K L 3x10 4x6 3x10 7x10 4x4 3x10 4x4 3x10 2-10-6 2-10-6 5-8-12 2-10-6 8-7-2 2-10-6 11-5-8 2-10-6 2-10-6 2-10-6 5-8-12 2-10-6 8-7-2 2-10-6 11-5-8 2-10-6 0- 4 - 1 2- 8 - 1 1 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [G:0-5-0,0-4-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.70 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.04 0.05 (loc) G-H G-H E G-H l/defl >999 >914 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 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 *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=4060/0-5-8 (min. 0-2-4), E=5098/0-5-8 (min. 0-2-13) Max HorzA=-41(LC 34) Max UpliftA=-780(LC 10), E=-979(LC 11) Max GravA=4198(LC 16), E=5236(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-8957/1667, B-C=-6637/1265, C-D=-6639/1265, D-E=-9287/1732 BOT CHORD A-I=-1542/8151, H-I=-1542/8151, H-J=-1542/8151, G-J=-1542/8151, G-K=-1563/8471, F-K=-1563/8471, F-L=-1563/8471, E-L=-1563/8471 WEBS C-G=-877/4685, D-G=-2557/513, D-F=-321/1787, B-G=-2213/444, B-H=-280/1572 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=780, E=979. 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) 1616 lb down and 316 lb up at 2-4-12, 1616 lb down and 316 lb up at 4-4-12, 1616 lb down and 316 lb up at 6-4-12, and 1616 lb down and 316 lb up at 8-4-12, and 1617 lb down and 315 lb up at 10-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job BOH - KOETTING Truss C02 Truss Type Common 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 17 17:19:12 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-5QHbF62jIH7EBWMVBDTgH4P6mwBWlDxZ7kF9X9yn23T LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: F=-1616(B) I=-1616(B) J=-1616(B) K=-1616(B) L=-1617(B) Job BOH - KOETTING Truss D01 Truss Type Monopitch 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 17 17:19:13 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-ZcrzTS3L3aF5pgxhkw_vpIyCMKdhUdbiLO?i3cyn23S Scale = 1:27.6 T1 W1 B1 W3 W2 A B C D F E G 3x4 4x4 3x6 3x4 1.5x4 0-1-8 5-5-4 5-5-4 10-10-8 5-5-4 5-5-4 5-5-4 10-10-8 5-5-4 11-0-0 0-1-8 0- 4 - 1 4- 1 0 - 8 5.00 12 Plate Offsets (X,Y)-- [A:0-1-6,Edge], [C:0-2-0,0-1-12] 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 0.72 0.26 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.01 0.02 (loc) A-F A-F E A-F 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 5-10-13 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) A=514/0-5-8 (min. 0-1-8), E=533/Mechanical Max HorzA=187(LC 10) Max UpliftA=-85(LC 10), E=-173(LC 10) Max GravA=641(LC 17), E=781(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-G=-1163/94, B-G=-974/104, C-E=-328/93 BOT CHORD A-F=-232/995, E-F=-232/995 WEBS B-E=-1049/245 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A except (jt=lb) E=173. 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 BOH - KOETTING Truss E01 Truss Type Monopitch Structural 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 17 17:19:13 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-ZcrzTS3L3aF5pgxhkw_vpIyGiKffUmLiLO?i3cyn23S Scale = 1:16.8 T1 W1 B1 ST1 A B C D E 1.5x4 1.5x4 2x4 1.5x4 1.5x4 0-1-8 4-10-8 4-10-8 -1-0-0 1-0-0 4-10-8 4-10-8 0- 5 - 1 2- 1 0 - 4 0- 3 - 8 6.00 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 0.51 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) B-E B-E B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=226/Mechanical, B=342/0-4-8 (min. 0-1-8) Max HorzB=119(LC 10) Max UpliftE=-84(LC 10), B=-63(LC 10) Max GravE=352(LC 17), B=544(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-320/103 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 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) 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) E, B. 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 BOH - KOETTING Truss E02 Truss Type Monopitch Qty 8 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Aug 17 17:19:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-2pPLgn3zquNyRqWtIdV8MVUQSj?uDDbra1kGb2yn23R Scale = 1:16.8 T1 W1 B1 A B C D E 1.5x4 1.5x4 2x4 0-1-8 4-10-8 4-10-8 -1-0-0 1-0-0 4-10-8 4-10-8 0- 5 - 1 2- 1 0 - 4 0- 3 - 8 6.00 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 0.51 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) B-E B-E B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=226/Mechanical, B=342/0-4-8 (min. 0-1-8) Max HorzB=119(LC 10) Max UpliftE=-84(LC 10), B=-63(LC 10) Max GravE=352(LC 17), B=544(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-320/103 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) 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) E, B. 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 BOH - KOETTING 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 17 17:19:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:v8LFAokhs3y?N5mvWCDd5Oyn83K-2pPLgn3zquNyRqWtIdV8MVUWWj1YDCVra1kGb2yn23R Scale = 1:15.7 T1 W1 B1 ST1 A B C E D 2x4 1.5x4 1.5x4 1.5x4 1.5x4 5-0-12 5-0-12 2- 6 - 6 6.00 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 0.12 0.03 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-0-12 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) A=96/5-0-12 (min. 0-1-8), D=59/5-0-12 (min. 0-1-8), E=266/5-0-12 (min. 0-1-8) Max HorzA=88(LC 10) Max UpliftD=-21(LC 10), E=-93(LC 10) Max GravA=145(LC 16), D=90(LC 16), E=403(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B-E=-365/116 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) 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) D, E. 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