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Home My WebLink AboutTRUSS SPECS - 20-00763 - 2412 W 880 S - New SFRJob 20-091627T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:01 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-QDvbPr6AUxobz427aS??zYhkMVH7tKtbGotyqvyaOiu Scale: 1/4"=1' T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 T1 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 AE AF 4x5 3x4 5x6 5x6 5x6 3x4 28-0-0 28-0-0 -1-0-0 1-0-0 0-5-8 0-5-8 14-0-0 13-6-8 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)-- [F:0-3-0,0-3-0], [L: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 11) 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. TOP CHORD H-I=-85/251, I-J=-85/254 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 Corner(3) -1-0-13 to 2-0-0, Exterior(2) 2-0-0 to 14-0-0, Corner(3) 14-0-0 to 17-0-0, Exterior(2) 17-0-0 to 29-0-13 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 20-091627T Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-Mb0LqX7Q0Z3JCOCWht1T2znySIsCLC3uj6M3uoyaOis Scale: 1/4"=1' T2 T2 B1 W1 W2 W1 W2 T1 T1 B2A B C D E F G H I L K J M N O P Q 3x6 5x6 3x6 3x6 3x6 3x4 1.5x4 3x4 1.5x4 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 0-5-8 0-5-8 7-0-0 6-6-8 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 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 0.61 0.50 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.38 0.07 0.07 (loc) J-L J-L H H-J l/defl >999 >872 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 3-9-14 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=1458/0-5-8 (min. 0-1-9), H=1458/0-5-8 (min. 0-1-9) Max Horz B=-145(LC 10) Max UpliftB=-262(LC 12), H=-262(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2410/414, C-M=-2300/436, C-D=-2077/419, D-N=-1931/423, E-N=-1924/436, E-O=-1924/436, F-O=-1931/423, F-G=-2077/419, G-P=-2300/436, H-P=-2410/414 BOT CHORD B-L=-294/2038, K-L=-115/1331, K-Q=-115/1331, J-Q=-115/1331, H-J=-308/2038 WEBS E-J=-125/744, G-J=-574/219, E-L=-125/744, C-L=-574/219 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 29-0-13 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, H=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 20-091627T Truss A3 Truss Type Common Qty 11 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-I_86FD9gYAJ1RiLupI4x7OsIu6YYp6YBBQrAzhyaOiq Scale = 1:46.6 T2 T3 B1 W2 W1 W1 W2 T1 B2A B C D E F G J I H K L M N O 3x6 5x6 4x5 3x6 3x6 3x4 1.5x4 3x4 1.5x4 9-4-0 9-4-0 18-8-0 9-4-0 27-9-0 9-1-0 -1-0-0 1-0-0 0-5-8 0-5-8 7-0-0 6-6-8 14-0-0 7-0-0 21-0-0 7-0-0 27-9-0 6-9-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 5 - 1 1 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-SH 0.61 0.51 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.37 0.07 0.08 (loc) H-J H-J G G-H l/defl >999 >883 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 3-8-3 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)G=1343/Mechanical, B=1457/0-5-8 (min. 0-1-9) Max Horz B=143(LC 11) Max UpliftG=-208(LC 12), B=-263(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2406/421, C-K=-2296/440, C-D=-2074/421, D-L=-1927/426, E-L=-1920/438, E-M=-1920/456, F-M=-2073/444, F-N=-2285/458, G-N=-2403/443 BOT CHORD B-J=-326/2035, I-J=-133/1329, I-O=-133/1329, H-O=-133/1329, G-H=-325/2030 WEBS C-J=-574/219, E-J=-123/744, E-H=-126/744, F-H=-569/218 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 14-0-0, Exterior(2) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 27-8-4 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) G=208, B=263. 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 20-091627T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-FNGsgvAw3nZkh?VHwj6PDpxmrwKUH2NUekKH1ZyaOio Scale: 1/4"=1' T2 T3 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 T1 B2 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 AD AE AF 4x5 3x4 3x4 5x6 5x6 27-9-0 27-9-0 -1-0-0 1-0-0 0-5-8 0-5-8 14-0-0 13-6-8 27-9-0 13-9-0 0- 4 - 3 7- 4 - 3 7- 9 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [F: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: 144 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 27-9-0. (lb) - Max Horz B=143(LC 11) 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 Corner(3) -1-0-13 to 2-0-0, Exterior(2) 2-0-0 to 14-0-0, Corner(3) 14-0-0 to 17-0-0, Exterior(2) 17-0-0 to 27-9-0 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 20-091627T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:09 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-BlOc5bCBbPpSwJff288tIE02sjz2lpwm52pN6SyaOim 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 AA AB AC AD 5x6 2x4 3x4 5x6 3x4 3x4 7-4-0 7-4-0 11-1-8 3-9-8 14-8-0 3-6-8 22-0-0 7-4-0 -1-0-0 1-0-0 0-5-8 0-5-8 5-6-0 5-0-8 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, I=0-3-8, I=0-3-8. (lb) - Max Horz B=-156(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B except K=-244(LC 12), F=-156(LC 12) Max Grav All reactions 250 lb or less at joint(s) J, L, M, I, I except B=338(LC 21), 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 D-Z=0/333, D-AA=-527/192, E-AA=-657/179, E-AB=-673/166, F-AB=-883/148 BOT CHORD F-H=-67/663 WEBS D-H=-118/525, E-H=-425/178, D-K=-819/141, C-K=-449/188 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) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-14 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=244, 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 20-091627T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-78VNVGDR703A9dp29ZBLNf6NPXeDDrK3ZMIUAKyaOik Scale = 1:41.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G J I H K L M N O P 4x5 3x4 3x4 3x4 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 0-5-8 0-5-8 5-6-0 5-0-8 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] 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-J H-J 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 4-11-13 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 10) Max UpliftB=-217(LC 12), F=-217(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-1653/270, C-K=-1552/287, C-L=-1426/301, D-L=-1298/313, D-M=-1298/313, E-M=-1426/301, E-N=-1552/287, F-N=-1653/270 BOT CHORD B-J=-158/1312, J-O=-31/873, I-O=-31/873, I-P=-31/873, H-P=-31/873, F-H=-170/1312 WEBS D-H=-104/543, E-H=-406/174, D-J=-104/542, C-J=-406/174 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) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-14 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 20-091627T Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-3Wd7wyFhfdJuPwzRH_DpS4BdyKDvhaFM0gnbFDyaOii 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 0-5-8 0-5-8 5-6-0 5-0-8 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 0.73 0.73 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.07 0.10 (loc) G-H G-H E G-H l/defl >999 >876 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 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7662/0-5-8 (min. 0-4-1), E=7738/0-5-8 (min. 0-4-2) Max Horz A=142(LC 24) Max UpliftA=-1242(LC 8), E=-1255(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12450/2029, B-C=-8501/1433, C-D=-8501/1433, D-E=-12466/2031 BOT CHORD A-I=-1681/10606, I-J=-1681/10606, H-J=-1681/10606, H-K=-1681/10606, K-L=-1681/10606, L-M=-1681/10606, G-M=-1681/10606, G-N=-1684/10620, N-O=-1684/10620, O-P=-1684/10620, F-P=-1684/10620, F-Q=-1684/10620, Q-R=-1684/10620, E-R=-1684/10620 WEBS C-G=-1311/7992, D-G=-3928/706, D-F=-539/3628, B-G=-3912/703, B-H=-536/3612 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 0-7-0 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=1242, E=1255. 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) 1329 lb down and 222 lb up at 2-0-12, 1329 lb down and 222 lb up at 4-0-12, 1329 lb down and 222 lb up at 6-0-12, 1329 lb down and 222 lb up at 8-0-12, 1329 lb down and 222 lb up at 10-0-12, 1329 lb down and 222 lb up at 12-0-12, 1329 lb down and 222 lb up at 14-0-12, 1329 lb down and 222 lb up at 16-0-12, and 1329 lb down and 222 lb up at 18-0-12, and 1329 lb down and 222 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 20-091627T Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:14 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-YjBV8IGJQxRl04Xdqhk2?IkoikY8Q1VWFKX8nfyaOih 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=-1329(F) J=-1329(F) K=-1329(F) L=-1329(F) M=-1329(F) N=-1329(F) O=-1329(F) P=-1329(F) Q=-1329(F) R=-1329(F) Job 20-091627T Truss C1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-0vluLeGyBFZceE6pOPFHXVG7o83P9gffU_GiJ6yaOig 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 0-5-8 0-5-8 5-8-0 5-2-8 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 10) 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 Corner(3) -1-0-14 to 1-8-0, Exterior(2) 1-8-0 to 5-8-0, Corner(3) 5-8-0 to 8-8-0, Exterior(2) 8-8-0 to 12-4-14 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 20-091627T Truss D1 Truss Type Monopitch Qty 7 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-yIsemKICjspKtYGCWpHldwMM1yivdalyxIloO_yaOie Scale = 1:14.7 T1 W1 B1A B C D E F 1.5x4 2x4 1.5x4 5-10-8 5-10-8 -1-0-0 1-0-0 0-5-8 0-5-8 5-10-8 5-5-0 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 0.22 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 9) Max UpliftB=-94(LC 12), D=-41(LC 12) 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) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-10-4 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 20-091627T Truss E1 Truss Type Monopitch Qty 13 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-QUQ0zfJqUAyBVirO3Xp_98ue_L5EM1?5AyVMwQyaOid 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 9) Max UpliftB=-73(LC 12), D=-11(LC 9) 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 20-091627T Truss F1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-MtYnOLK4?nCul??nByrSEZ_zQ9m0qwSOdF_T?JyaOib Scale = 1:41.7 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 Y Z 4x5 3x4 5x6 3x4 24-0-0 24-0-0 -1-0-0 1-0-0 0-5-8 0-5-8 12-0-0 11-6-8 24-0-0 12-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 5- 8 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 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 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 24-0-0. (lb) - Max Horz B=78(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=269(LC 1), V=375(LC 21), L=269(LC 1), N=375(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-V=-299/168, K-N=-299/168 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 Corner(3) -1-0-11 to 1-11-5, Exterior(2) 1-11-5 to 12-0-0, Corner(3) 12-0-0 to 15-0-0, Exterior(2) 15-0-0 to 25-0-11 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, S, T, U, V, Q, P, O, L, N. 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 20-091627T Truss F2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF11B14 ROCKFORD A 3C B-O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu Sep 24 13:11:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:yHUxzxlNU35HRvbFO4pH4uyzrKQ-q369chLim5KlM9azlfMhnmW4fZ0SZK5Xsvj0XlyaOia Scale = 1:41.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G J I H K L M N 5x6 3x6 3x4 3x4 1.5x4 3x4 1.5x4 3x6 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-0-0 1-0-0 0-5-8 0-5-8 6-0-0 5-6-8 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 5- 8 - 1 3 0- 4 - 1 5.00 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 0.43 0.43 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.06 0.06 (loc) J H-J F J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-8 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=1263/0-3-8 (min. 0-1-8), F=1263/0-3-8 (min. 0-1-8) Max Horz B=78(LC 11) Max UpliftB=-229(LC 12), F=-229(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2379/426, C-K=-2296/439, C-L=-2038/394, D-L=-1930/403, D-M=-1930/403, E-M=-2038/394, E-N=-2296/439, F-N=-2379/426 BOT CHORD B-J=-334/2107, I-J=-164/1377, H-I=-164/1377, F-H=-347/2107 WEBS D-H=-99/676, E-H=-528/188, D-J=-99/676, C-J=-528/188 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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-0-11 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=229, F=229. 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