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Home My WebLink AboutTRUSS SPECS - 20-00514 - 830 S 2315 W - New SFRJob 20-067576T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-Tlfwv8AeQrBl8Hy8g4K3HwLSChpVDw6Ld16imUz302M Scale = 1:55.4 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2T1 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 29-0-0 29-0-0 -1-0-0 1-0-0 14-6-0 14-6-0 29-0-0 14-6-0 30-0-0 1-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 4 - 5 7.00 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 0.13 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: 168 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 *Except* ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt I-X MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-0-0. (lb) - Max Horz B=202(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. 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=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-14 to 1-11-2, Exterior(2) 1-11-2 to 14-6-0, Corner(3) 14-6-0 to 17-6-0, Exterior(2) 17-6-0 to 30-0-14 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 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 20-067576T Truss A2 Truss Type Common Qty 8 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-P7nhKqCuySRTOb5XnVMXMLQfVUNBhobe5LbpqMz302K Scale = 1:53.6 T2 T2 B1 W1 W2 W1 W2T1 T1 B1B2A B C D E F G I H J K L M N O 5x6 3x6 5x8 5x8 7x10 7x10 3x6 9-8-0 9-8-0 19-4-0 9-8-0 29-0-0 9-8-0 -1-0-0 1-0-0 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 29-0-0 7-3-0 30-0-0 1-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [F:0-3-3,0-1-8], [H:0-4-0,0-3-0], [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 0.66 0.53 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.07 0.07 (loc) H-I H-I F F-H l/defl >934 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 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 3-7-5 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=1508/0-5-8 (min. 0-1-10), F=1508/0-5-8 (min. 0-1-10) Max Horz B=-202(LC 10) Max UpliftB=-270(LC 12), F=-270(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-2253/362, C-J=-2125/388, C-K=-1953/406, D-K=-1770/420, D-L=-1770/420, E-L=-1953/406, E-M=-2125/388, F-M=-2253/362 BOT CHORD B-I=-228/1815, I-N=-50/1184, N-O=-50/1184, H-O=-50/1184, F-H=-238/1815 WEBS D-H=-141/786, E-H=-571/232, D-I=-141/786, C-I=-571/232 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=29ft; 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 14-6-0, Exterior(2) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 30-0-14 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=270, F=270. 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 20-067576T Truss A3 Truss Type Common Qty 10 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:46 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-tKK3Y9DWjmZK?lgjLDtmuYzqBujIQFrnJ?LNMoz302J Scale = 1:52.9 T2 T2 B1 W2 W1 W1 W2T1 T3 B3B2A B C D E F H G I J K L M N 5x6 3x6 5x8 7x10 5x8 7x10 4x5 9-8-0 9-8-0 19-4-0 9-8-0 28-9-0 9-5-0 -1-0-0 1-0-0 7-3-0 7-3-0 14-6-0 7-3-0 21-9-0 7-3-0 28-9-0 7-0-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [F:0-0-0,0-1-0], [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 0.66 0.53 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.06 0.09 (loc) G-H G-H F F-G l/defl >933 >753 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 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 3-7-5 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=1506/0-5-8 (min. 0-1-10), F=1392/Mechanical Max Horz B=199(LC 11) Max UpliftB=-271(LC 12), F=-216(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-2250/365, C-I=-2122/388, C-J=-1949/407, D-J=-1766/420, D-K=-1766/432, E-K=-1949/418, E-L=-2115/399, F-L=-2247/382 BOT CHORD B-H=-255/1812, H-M=-69/1182, M-N=-69/1182, G-N=-69/1182, F-G=-255/1807 WEBS C-H=-571/232, D-H=-139/785, D-G=-142/783, E-G=-566/231 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=29ft; 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 14-6-0, Exterior(2) 14-6-0 to 17-6-0, Interior(1) 17-6-0 to 28-8-4 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) B=271, F=216. 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 20-067576T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-LWuRlVE8T4hBdvFvvwO?RlV8BIBP9k5xYf4wvFz302I Scale = 1:54.6 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 T1 T3 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 4x5 3x4 5x6 5x6 5x6 3x4 28-9-0 28-9-0 -1-0-0 1-0-0 14-6-0 14-6-0 28-9-0 14-3-0 0- 4 - 5 8- 9 - 1 3 9- 4 - 9 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M: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 0.13 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: 165 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 *Except* ST7,ST6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt I-W MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-9-0. (lb) - Max Horz B=199(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) B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, P, 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=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-14 to 1-11-2, Exterior(2) 1-11-2 to 14-6-0, Corner(3) 14-6-0 to 17-6-0, Exterior(2) 17-6-0 to 28-9-0 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 20-067576T Truss B1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-Hu0CABFP?hxusCPI0LRTWAaNu5hsdSSD0zZ1z7z302G Scale = 1:44.7 T1 T1 B1 W1 W2 W3 W4 W2W3 W4 ST1 ST2 ST1 ST2 ST3 ST4 ST5 B1 A B C D E F G J I HWXYZAAABAC AD AE 4x12 5x8 4x12 12x12 6x8 12x12 6x8 12x12 3x6 3x6 3x6 3x6 Special Special Special Special Special Special Special Special Special Special 5-4-6 5-4-6 10-8-12 5-4-6 16-1-2 5-4-6 21-5-8 5-4-6 3-6-15 3-6-15 7-1-13 3-6-15 10-8-12 3-6-15 14-3-11 3-6-15 17-10-9 3-6-15 21-5-8 3-6-15 0- 4 - 5 6- 7 - 6 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-3-6,0-1-12], [G:0-3-6,0-1-12] 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 0.57 0.73 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.30 0.07 0.10 (loc) H-I H-I G H-I l/defl >999 >828 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 305 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 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=8066/0-5-8 (min. 0-4-5), G=7772/0-5-8 (min. 0-4-2) Max Horz A=-136(LC 23) Max UpliftA=-1306(LC 8), G=-1258(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12774/2084, B-C=-12582/2074, C-D=-8595/1462, D-E=-8595/1462, E-F=-12542/2068, F-G=-12731/2077 BOT CHORD A-W=-1761/10968, W-X=-1761/10968, J-X=-1761/10968, J-Y=-1427/9167, Y-Z=-1427/9167, I-Z=-1427/9167, I-AA=-1425/9151, AA-AB=-1425/9151, AB-AC=-1425/9151, H-AC=-1425/9151, H-AD=-1754/10927, AD-AE=-1754/10927, G-AE=-1754/10927 WEBS D-I=-1383/8262, E-I=-2719/503, E-H=-647/4074, C-I=-2743/507, C-J=-654/4118 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 0-5-0 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) 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. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1306 , G=1258. 11) 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. Continued on page 2 Job 20-067576T Truss B1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:50 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-l5aaOXG1m?3lUM_Ua3yi3O7XeV15MuiNEdJaWaz302F NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1378 lb down and 230 lb up at 1-6-4, 1378 lb down and 230 lb up at 3-6-4 , 1378 lb down and 230 lb up at 5-6-4, 1378 lb down and 230 lb up at 7-6-4, 1378 lb down and 230 lb up at 9-6-4, 1378 lb down and 230 lb up at 11-6-4, 1378 lb down and 230 lb up at 13-6-4, 1378 lb down and 230 lb up at 15-6-4, and 1378 lb down and 230 lb up at 17-6-4, and 1378 lb down and 230 lb up at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: J=-1378(B) W=-1378(B) X=-1378(B) Y=-1378(B) Z=-1378(B) AA=-1378(B) AB=-1378(B) AC=-1378(B) AD=-1378(B) AE=-1378(B) Job 20-067576T Truss C1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:50 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-l5aaOXG1m?3lUM_Ua3yi3O7eRVC7M6JNEdJaWaz302F Scale = 1:22.8 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 11-2-0 11-2-0 -1-0-0 1-0-0 5-7-0 5-7-0 11-2-0 5-7-0 12-2-0 1-0-0 0- 4 - 5 3- 7 - 6 4- 2 - 2 0- 4 - 5 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: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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 11-2-0. (lb) - Max Horz B=-86(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 1-11-2, Exterior(2) 1-11-2 to 5-7-0, Corner(3) 5-7-0 to 8-7-0, Exterior(2) 8-7-0 to 12-2-14 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 20-067576T Truss D1 Truss Type Monopitch Qty 9 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-EH8ybtHfXIBc6WZh8mTxbbgl?vWb5Z9WTH2720z302E Scale = 1:13.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 4-10-8 4-10-8 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 1 - 0 0- 3 - 8 2- 2 - 8 4.50 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 0.34 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.00 (loc) B-D B-D D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=78(LC 9) Max UpliftB=-88(LC 12), D=-32(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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 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 20-067576T Truss D2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-iTiKoDHHIcJTjg8thT_A8pCz7Jtjq0PgixohaSz302D Scale = 1:11.7 T1 W1 B1 A B C D E F 1.5x4 2x4 1.5x4 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-14 3-10-14 4-0-0 0-1-2 0- 4 - 0 1- 1 0 - 0 2- 2 - 4 1- 6 - 8 0- 3 - 8 1- 1 0 - 0 4.50 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 0.18 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-D B-D D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-14 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=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Horz B=63(LC 9) Max UpliftB=-83(LC 12), D=-22(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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 3-10-4 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 20-067576T Truss D3 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-AgGi0ZIv3vSKLqi3FBVPh0l8bjDyZSepwbXE6uz302C Scale = 1:13.6 T1 B1 W1 A B C D E F 2x4 1.5x4 1.5x4 3-10-8 3-10-8 3-10-8 -1-0-0 1-0-0 3-10-14 3-10-14 5-0-0 1-1-2 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 0 - 0 0- 3 - 8 4.50 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 0.14 0.08 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-E B-E B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-14 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=284/0-3-8 (min. 0-1-8), E=277/0-1-8 (min. 0-1-8) Max Horz B=86(LC 12) Max UpliftB=-59(LC 12), E=-92(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-E=-251/172 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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 5-0-0 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 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) E 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) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, E. 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 20-067576T Truss E1 Truss Type Monopitch Qty 7 Ply 1 KARTCHNER SF22B9 PRINCETON B B/O Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 15:53:54 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-esp4DuJXqDaBz_HFpu0eDEIKK6ZEIwuy9FHofLz302B Scale = 1:10.6 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 - 5 1- 6 - 5 2- 1 - 1 1- 2 - 1 3 0- 3 - 8 1- 6 - 5 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-P 0.08 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: 9 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=212/0-5-8 (min. 0-1-8), D=60/0-1-8 (min. 0-1-8) Max Horz B=53(LC 9) Max UpliftB=-75(LC 12), D=-14(LC 9) Max GravB=212(LC 1), D=61(LC 17) 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