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Home My WebLink AboutTRUSS SPECS - 20-00469 - 2313 W 860 S - New SFRJob 20-066792T Truss A1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-Y8qU5kVP5ZkRd119byoyNF?RcpC0UKcFUCcIFQz81zS 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 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)-- [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 20-066792T Truss A2 Truss Type Common Qty 7 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-v6dN9RYXw5Mkjpv6OVO74Ji9xqpo9ZX_eUK3wdz81zN 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 3x4 5x6 3x4 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 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 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 B-L 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 11) 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=-2077/412, D-N=-1931/423, E-N=-1924/436, E-O=-1924/436, F-O=-1931/423, F-G=-2077/412, 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 20-066792T Truss A3 Truss Type Common Qty 10 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-G3QGC8cgld?0qao4B2_InMP0crWqqqmjnm1qcrz81zI 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 P 3x4 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 7-0-0 7-0-0 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 -0.38 0.07 0.08 (loc) H-J H-J G G-H l/defl >999 >877 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=-2074/414, 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, J-O=-133/1329, I-O=-133/1329, I-P=-133/1329, H-P=-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 20-066792T Truss A4GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-4DoXSChRKTlAYVFEXJ5i0dfAZGgjEaac9hU8pUz81zC 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 14-0-0 14-0-0 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 20-066792T Truss B1SGE Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-vN9ojFmCwJVKGQiOuZC6Guv7ZhgCe96UYdxT18z81z6 Scale = 1:47.2 T1 T1 B1 W1 W2 W1 W2 ST4 ST2 ST3 ST1 ST2 ST3 ST1 ST5 B2 ST6 A 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 10-10-8 3-6-8 14-8-0 3-9-8 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:Edge,0-1-8], [D:0-2-0,0-0-0], [F:0-1-0,0-1-8], [J: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) B-M B-M F B-M 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) B=0-5-8, L=0-3-8, L=0-3-8. (lb) - Max Horz B=156(LC 11) Max Uplift All uplift 100 lb or less at joint(s) F except B=-156(LC 12), J=-244(LC 12) Max Grav All reactions 250 lb or less at joint(s) K, I, H, L, L except B=755(LC 1), J=1134(LC 1), F=338(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Y=-883/151, C-Y=-673/167, C-Z=-657/181, D-Z=-527/193, D-AA=0/333 BOT CHORD B-M=-56/668 WEBS D-J=-819/137, E-J=-449/188, D-M=-118/525, C-M=-425/178 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) F except (jt=lb) B=156, J=244. 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 20-066792T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-kXW3_IqzV9GT_LAXEqJWV99966iJ1?WNwZOnFoz81z0 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 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] 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 11) 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 20-066792T Truss B3GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-ZhtLEMvk5?0diGdhb5PwlQP4fWeyRYRFIVr5RSz81yw 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 0.73 0.73 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.07 0.10 (loc) F-G F-G E F-G 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=7738/0-5-8 (min. 0-4-2), E=7662/0-5-8 (min. 0-4-1) Max Horz A=142(LC 7) Max UpliftA=-1255(LC 8), E=-1242(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12467/2031, B-C=-8501/1433, C-D=-8501/1433, D-E=-12451/2029 BOT CHORD A-I=-1684/10620, I-J=-1684/10620, H-J=-1684/10620, H-K=-1684/10620, K-L=-1684/10620, L-M=-1684/10620, G-M=-1684/10620, G-N=-1681/10606, N-O=-1681/10606, O-P=-1681/10606, F-P=-1681/10606, F-Q=-1681/10606, Q-R=-1681/10606, E-R=-1681/10606 WEBS C-G=-1311/7992, D-G=-3912/703, D-F=-536/3612, B-G=-3929/706, B-H=-539/3628 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=1255, E=1242. 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 1-11-4, 1329 lb down and 222 lb up at 3-11-4, 1329 lb down and 222 lb up at 5-11-4, 1329 lb down and 222 lb up at 7-11-4, 1329 lb down and 222 lb up at 9-11-4, 1329 lb down and 222 lb up at 11-11-4, 1329 lb down and 222 lb up at 13-11-4, 1329 lb down and 222 lb up at 15-11-4, and 1329 lb down and 222 lb up at 17-11-4, and 1329 lb down and 222 lb up at 19-11-4 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 20-066792T Truss B3GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:40 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-1tRjSiwMsJ8TKQCt8ox9IdyFOw_BA?gPX9bfzuz81yv 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(B) J=-1329(B) K=-1329(B) L=-1329(B) M=-1329(B) N=-1329(B) O=-1329(B) P=-1329(B) Q=-1329(B) R=-1329(B) Job 20-066792T Truss C1GE Truss Type Common Qty 1 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-NrEcVP_VhrmmQB4rxLWK?hfGUxsOrRq8hQIQf5z81yq 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 11) 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 20-066792T Truss D1 Truss Type Monopitch Qty 8 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:50 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-ko2VY61dVOP3Xyzoku6VhkM0yyWbWigtqi0BKJz81yl 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 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 0.22 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 20-066792T Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF12B7 ROCKFORD B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Jun 9 09:37:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:_TjNZxGN_k0MNS8nKI7_NRyswZ6-5mrObq5mKw1LdjrmXSigOo3zwzHrBzvc__jx?Wz81yg 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=209/0-3-8 (min. 0-1-8), D=62/0-1-8 (min. 0-1-8) Max Horz B=46(LC 9) Max UpliftB=-72(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