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Home My WebLink AboutTRUSS LAYOUT - 20-00540 - 2140 W 690 S - New SFRJob 19-099994T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-3UXo?UvWDgBhB1sKrqYkQdpwDOYAukrSR8UKENz119e Scale: 1/4"=1' T2 T3 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M N O P AC AB AA Z Y X W V U T S R Q 4x5 3x4 3x4 5x6 5x6 28-0-0 28-0-0 -1-0-0 1-0-0 14-0-0 14-0-0 28-0-0 14-0-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [W:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) A A P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 145 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 28-0-0. (lb) - Max Horz B=143(LC 9) Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q Max Grav All reactions 250 lb or less at joint(s) P, B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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, X, Y, Z, AA, AB, AC , V, U, T, S, R, Q. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss A2 Truss Type Roof Special Qty 11 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-?teYQAxmlHRPRL0izFbCW2u8?C6fMcblvSzRJFz119c Scale = 1:46.9 T2 T3 B1 W1 W2 W1 W2T1 B1B2A B C D E F H GIJ 5x6 4x5 4x5 5x8 5x8 1.5x4 6x8 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 -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 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,Edge], [G:0-4-0,0-3-0], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.54 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.38 0.07 0.09 (loc) G-H G-H F F-G l/defl >999 >878 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)F=1355/Mechanical, B=1469/0-5-8 (min. 0-1-9) Max Horz B=143(LC 9) Max UpliftF=-210(LC 10), B=-265(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2431/704, C-D=-2101/691, D-E=-2132/705, E-F=-2473/723 BOT CHORD B-H=-538/2056, H-I=-242/1353, I-J=-242/1353, G-J=-242/1353, F-G=-561/2107 WEBS D-G=-239/786, E-G=-606/328, D-H=-217/745, C-H=-573/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=210, B=265. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss A3 Truss Type Roof Special Qty 6 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-U3CxeWxOVbZF2VavXz6R2FRJ4bTU538v76i_riz119b Scale: 1/4"=1' T2 T2 B1 W1 W2 W1 W2T1 T1 B2A B C D E F G I HJK 5x6 3x6 5x8 3x4 6x8 6x8 3x6 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 -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 29-0-0 1-0-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,Edge], [E:0-4-0,Edge], [I:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.50 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.38 0.07 0.07 (loc) H-I H-I F F-H l/defl >999 >868 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-5-5 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=1458/0-5-8 (min. 0-1-9), F=1458/0-5-8 (min. 0-1-9) Max Horz B=-145(LC 8) Max UpliftB=-262(LC 10), F=-262(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2409/694, C-D=-2078/681, D-E=-2078/681, E-F=-2409/694 BOT CHORD B-I=-494/2036, I-J=-198/1331, J-K=-198/1331, H-K=-198/1331, F-H=-494/2036 WEBS D-H=-218/746, E-H=-573/311, D-I=-218/746, C-I=-573/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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=262, F=262. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-yGmJrsy0Gvh6ge954gdgbT_cC?w3qYp2MmSXN8z119a Scale: 1/4"=1' T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 T1 B1 ST1 A B C D E F G H I J K L M N O P Q AD AC AB AA Z Y X W V U T S R 4x5 3x4 5x6 5x6 5x6 3x4 28-0-0 28-0-0 -1-0-0 1-0-0 14-0-0 14-0-0 28-0-0 14-0-0 29-0-0 1-0-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [X:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) Q Q P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 147 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 28-0-0. (lb) - Max Horz B=-145(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-ueu3GY_HoWxqvyJTC5f8gu3uDpYeIKNLp4xeS0z119Y Scale = 1:47.2 T1 T1 B1 W1 W2 W1 W2 ST6 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 B2A B C D E F G M L K J I H Y Z 5x6 2x4 3x4 5x6 3x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -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 23-0-0 1-0-0 0- 5 - 3 6- 1 0 - 3 7- 4 - 1 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-1-8], [D:0-2-0,0-0-0], [F:Edge,0-1-8], [K:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.22 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 -0.02 (loc) F-H F-H F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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* W2: 2x4 DF Stud/Std OTHERS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-1-8 except (jt=length) F=0-5-8. (lb) - Max Horz B=-156(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B except K=-245(LC 10), F=-156(LC 10) Max Grav All reactions 250 lb or less at joint(s) I, J, L, M except B=338(LC 19), K=1134(LC 1), F=755(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-4/333, D-E=-657/234, E-F=-883/206 BOT CHORD F-H=-74/663 WEBS D-H=-147/525, E-H=-425/211, D-K=-819/166, C-K=-449/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical 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) B except (jt=lb) K=245, F=156. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss C2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-MrSRTu_vZq3hX6ugmoBNC5c30Dta1vYU2kgB_Tz119X Scale = 1:41.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G I HJK 4x5 3x4 5x6 1.5x4 3x4 1.5x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -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 23-0-0 1-0-0 0- 5 - 3 6- 1 0 - 3 7- 4 - 1 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-1-8], [F:0-1-0,0-1-8], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.30 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.04 -0.03 (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: 97 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-11-7 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=1165/0-5-8 (min. 0-1-8), F=1165/0-5-8 (min. 0-1-8) Max Horz B=156(LC 9) Max UpliftB=-217(LC 10), F=-217(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1653/367, C-D=-1426/394, D-E=-1426/394, E-F=-1653/367 BOT CHORD B-I=-210/1312, I-J=-42/873, J-K=-42/873, H-K=-42/873, F-H=-210/1312 WEBS D-H=-134/543, E-H=-406/205, D-I=-134/542, C-I=-406/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical 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=217, F=217. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss C3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-q10qhD?XK7BY9GTsJWiclJ88fc6ymB6eHOQlWvz119W Scale = 1:43.6 T1 T1 B1 W1 W2 W3W2W3 B1 A B C D E H G FIJKLMNOP Q R 4x12 5x8 4x12 12x16 MT18HS 4x8 4x12 4x8 4x12 Special Special Special Special Special Special Special Special Special Special 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 0- 5 - 3 6- 1 0 - 3 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [A:0-1-11,0-1-12], [E:0-1-11,0-1-12] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.74 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.30 0.07 0.10 (loc) G-H G-H E G-H l/defl >999 >869 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 256 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 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 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7722/0-5-8 (min. 0-4-2), E=7800/0-5-8 (min. 0-4-3) Max Horz A=142(LC 24) Max UpliftA=-1252(LC 8), E=-1264(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12550/2044, B-C=-8569/1444, C-D=-8569/1444, D-E=-12567/2047 BOT CHORD A-I=-1695/10691, I-J=-1695/10691, H-J=-1695/10691, H-K=-1695/10691, K-L=-1695/10691, L-M=-1695/10691, G-M=-1695/10691, G-N=-1697/10707, N-O=-1697/10707, O-P=-1697/10707, F-P=-1697/10707, F-Q=-1697/10707, Q-R=-1697/10707, E-R=-1697/10707 WEBS C-G=-1322/8060, D-G=-3960/711, D-F=-544/3661, B-G=-3943/708, B-H=-541/3645 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: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (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); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1252, E=1264. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1341 lb down and 224 lb up at 2-0-12, 1341 lb down and 224 lb up at 4-0-12, 1341 lb down and 224 lb up at 6-0-12, 1341 lb down and 224 lb up at 8-0-12, 1341 lb down and 224 lb up at 10-0-12, 1341 lb down and 224 lb up at 12-0-12, 1341 lb down and 224 lb up at 14-0-12, 1341 lb down and 224 lb up at 16-0-12, and 1341 lb down and 224 lb up at 18-0-12, and 1341 lb down and 224 lb up at 20-0-12 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 19-099994T Truss C3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:58 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-IDZCuZ095RJPmQ22tDDrIWhJP0SBVeMnW29I3Lz119V LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: I=-1341(F) J=-1341(F) K=-1341(F) L=-1341(F) M=-1341(F) N=-1341(F) O=-1341(F) P=-1341(F) Q=-1341(F) R=-1341(F) Job 19-099994T Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-mQ7a6v1nslRGOZdFRxk4qkEefQzYEHcxkivsboz119U Scale = 1:23.3 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x5 3x4 3x4 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 12-4-0 1-0-0 0- 5 - 3 3- 8 - 1 3 4- 2 - 1 1 0- 5 - 3 7.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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 11-4-0. (lb) - Max Horz B=-87(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (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 Exterior(2) zone; cantilever left and right exposed ; end vertical 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, H, M, N, K, J. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss E1 Truss Type Monopitch Qty 7 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:15:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-mQ7a6v1nslRGOZdFRxk4qkEXOQurEHDxkivsboz119U Scale = 1:14.7 T1 W1 B1A B C D 1.5x4 2x4 1.5x4 0-2-0 0-2-0 5-10-8 5-8-8 -1-0-0 1-0-0 5-10-8 5-10-8 6-0-0 0-1-8 0- 3 - 1 5 2- 3 - 1 5 2- 7 - 1 1 2- 0 - 7 0- 3 - 8 2- 3 - 1 5 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.00 (loc) B-D B-D D B l/defl >999 >723 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 BRACING- TOP CHORD Sheathed or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=390/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=82(LC 7) Max UpliftB=-94(LC 10), D=-41(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-099994T Truss F1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF1B15 ROCKFORD A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 30 16:16:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-FchyJF2Pd2a70jCR?eFJNxmpLqJvzkT4zMeP7Ez119T Scale = 1:9.4 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-0-0 0-1-8 0- 4 - 3 1- 4 - 3 1- 9 - 1 5 1- 0 - 1 1 0- 3 - 8 1- 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B B D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=211/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8) Max Horz B=46(LC 7) Max UpliftB=-73(LC 10), D=-11(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard