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HomeMy WebLinkAboutTRUSS SPECS - 19-00411 - 801 S 2275 W - New SFRJob 19-077614T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:13 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-XDSu6E8IWqC0aVYtkO5jefCjwPY9rrwcalXZsIyzlpS Scale = 1:78.7 T2 T3 T2 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 ST16 ST16 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9ST7 ST5 ST6 ST4 ST3ST2 ST1 ST15 ST14 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST4 ST3 ST2 ST1 B1B4B3B2AB C D E F G H I J AE AD AC AB AA Z Y X W V U T S R Q P O N M L KBPBQBR 5x8 9x12 MT18HS 4x5 5x6 5x8 3x6 5x8 5x6 3x6 5x6 6x8 4x5 9-1-3 9-1-3 19-11-8 10-10-5 25-6-8 5-7-1 36-4-13 10-10-5 45-6-0 9-1-3 -1-0-0 1-0-0 6-7-13 6-7-13 13-3-10 6-7-13 19-11-8 6-7-13 25-6-8 5-7-1 32-2-6 6-7-13 38-10-3 6-7-13 45-6-0 6-7-13 46-6-0 1-0-0 0- 4 - 5 12 - 0 - 0 0- 4 - 5 12 - 0 - 0 7.00 12 Plate Offsets (X,Y)-- [B:0-2-10,0-2-4], [C:0-4-0,0-3-0], [E:0-4-8,0-2-0], [F:0-8-8,0-2-0], [H:0-4-0,Edge], [L:0-3-0,0-3-0], [R:0-3-0,0-3-0], [V:0-4-0,0-3-0], [AB: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 0.60 0.30 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) I-J I-J K l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 MT18HS Weight: 434 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 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* W1: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST14,ST12: 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, except 2-0-0 oc purlins (10-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-AB, D-V, E-V, F-V, F-R, G-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 40-6-0. (lb) - Max Horz B=321(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, AD, AE, K except AB=-314(LC 8), V=-295(LC 8), R=-136(LC 9), L=-482(LC 9) Max Grav All reactions 250 lb or less at joint(s) T, U, W, X, Y, Z, AA, AC, AD, AE, S, Q, P, O, N, M, K except B=383(LC 19), AB=824(LC 19), V=1039(LC 1), R=348(LC 1), L=1501(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-336/132, C-D=-116/338, D-E=-72/400, E-F=-0/263, F-G=-7/329, G-H=-165/1150, H-I=-180/842 BOT CHORD U-V=-243/320, U-BQ=-243/320, T-BQ=-243/320, S-T=-243/320, R-S=-243/320, Q-R=-273/237, P-Q=-273/237, O-P=-273/237, N-O=-273/237, N-BR=-273/237, M-BR=-273/237, L-M=-273/237, K-L=-593/239, I-K=-593/239 WEBS C-AB=-489/269, D-AB=-442/123, D-V=-364/229, E-V=-622/156, F-R=-471/51, G-L=-1301/316, H-L=-510/273 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AD, AE, K except (jt=lb) AB=314, V=295, R=136, L=482. 11) Non Standard bearing condition. Review required. 12) 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 19-077614T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:15 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-TcaeXw9Y2SSkppiFsp7Bj4I3QCEdJlQu230gwByzlpQ NOTES- 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-077614T Truss A2 Truss Type Piggyback Base Qty 6 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:16 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-xo81lGAAolabRzHSQWeQGIqEwcV02962GjmESdyzlpP Scale = 1:79.1 T2 T3 T4 B2 B3 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10T1 T6 T5 B1 B4 A B C D E F G H I J O N M L K 5x6 5x8 5x8 5x8 6x8 5x6 5x6 4x5 5x6 3x6 3x6 5x6 5x6 10-1-8 10-1-8 20-3-0 10-1-8 25-6-8 5-3-8 32-9-8 7-3-0 40-0-8 7-3-0 40-3-4 0-2-12 45-6-0 5-2-12 -1-0-0 1-0-0 6-7-13 6-7-13 13-3-10 6-7-13 19-11-8 6-7-13 25-6-8 5-7-1 32-9-8 7-3-0 40-0-8 7-3-0 45-6-0 5-5-8 46-6-0 1-0-0 0- 4 - 5 12 - 0 - 0 0- 4 - 5 5- 9 - 4 12 - 0 - 0 7.00 12 3.50 12 Plate Offsets (X,Y)-- [B:0-2-1,Edge], [C:0-3-0,0-3-0], [E:0-4-0,0-2-4], [F:0-6-0,0-2-4], [G:0-4-0,0-3-0], [H:0-2-12,0-3-4], [L:0-3-0,0-3-0], [O: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 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.61 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.61 0.39 0.19 (loc) N-O N-O K O l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 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* W1,W2,W4,W8,W10: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-9 oc purlins, except 2-0-0 oc purlins (4-3-12 max.): E-F. 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.(lb/size)K=1750/0-5-8 (min. 0-1-14), B=1341/0-5-8 (min. 0-1-8) Max Horz B=-214(LC 6) Max UpliftK=-319(LC 9), B=-260(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3910/803, C-D=-3520/679, D-E=-2468/401, E-F=-2084/390, F-G=-1865/304, G-H=-1600/230, H-I=-102/477 BOT CHORD B-O=-794/3400, N-O=-537/2875, M-N=-102/1580, L-M=-114/1368, K-L=-392/152, I-K=-331/132 WEBS C-O=-313/210, D-O=-85/414, D-N=-743/323, E-N=-106/873, F-N=-164/875, G-M=-121/310, G-L=-659/114, H-L=-156/1680, H-K=-1574/306 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=319, B=260. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-077614T Truss A2A Truss Type Roof Special Qty 2 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:18 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-tBGnAyCRKNqJgHQqXxguLjwX8Q6cW1VLk1FKXVyzlpN Scale = 1:79.1 T2 T3 T4 B1 B2 B3 B4 B5 B7 W2 W4 W3 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 T1 T6 T5 B6HW1 W1 A B C D E F G H I J K LT S R Q P O N M 5x8 5x6 7x10 6x8 6x12 3x6 5x12 MT20HS 7x10 5x8 5x12 MT20HS 4x5 3x6 8x12 8x12 7x10 3x6 6x8 2x4 7-0-0 7-0-0 11-3-0 4-3-0 14-8-1 3-5-1 20-3-0 5-6-15 25-6-8 5-3-8 32-9-8 7-3-0 40-0-8 7-3-0 40-3-4 0-2-12 45-6-0 5-2-12 -1-0-0 1-0-0 5-0-0 5-0-0 7-0-0 2-0-0 11-3-0 4-3-0 14-8-1 3-5-1 19-11-8 5-3-7 25-6-8 5-7-1 32-9-8 7-3-0 40-0-8 7-3-0 45-6-0 5-5-8 46-6-0 1-0-0 0- 4 - 5 12 - 0 - 0 0- 4 - 5 5- 9 - 4 1- 0 - 0 12 - 0 - 0 7.00 12 3.50 12 Plate Offsets (X,Y)-- [B:0-3-15,Edge], [E:0-4-0,0-2-12], [F:0-4-12,Edge], [G:0-3-0,0-2-5], [H:0-6-4,0-1-12], [I:0-4-0,Edge], [J:0-4-0,0-3-4], [M:0-9-8,0-2-12], [N:0-4-0,0-3-0], [Q:0-6-0 ,0-1-14], [R:0-4-12,0-5-0] 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 0.83 0.86 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.75 -1.05 0.76 0.39 (loc) Q-R Q-R M E l/defl >638 >455 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 220/195 165/146 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 *Except* B3: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W5,W9,W10,W11,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-1-7 max.): G-H. 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.(lb/size)B=2012/0-5-8 (min. 0-2-0), M=2624/0-5-8 (min. 0-2-13) Max Horz B=-321(LC 6) Max UpliftB=-389(LC 8), M=-478(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5768/1190, C-D=-5566/1143, D-E=-7264/1418, E-F=-7207/1504, F-G=-3647/612, G-H=-3114/584, H-I=-2799/455, I-J=-2400/345, J-K=-153/715 BOT CHORD B-T=-1186/4981, S-T=-147/699, R-S=-37/255, E-R=-255/150, Q-R=-638/3895, P-Q=-676/4088, O-P=-154/2367, N-O=-170/2052, M-N=-587/228, K-M=-497/199 WEBS D-T=-1103/240, R-T=-1041/4750, D-R=-156/1399, F-R=-861/3602, F-Q=-916/195, F-P=-998/398, G-P=-189/1361, H-P=-249/1294, I-O=-181/467, I-N=-990/171, J-N=-234/2519, J-M=-2360/459 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=389, M=478. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-077614T Truss A3 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:20 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-qZNXaeDhs_41waaDfMjMQ8?vADuP_?NeBLkRbOyzlpL Scale = 1:69.8 T2 W4 B1 B2 B3W1 W2 W3 BL1 T1 A B C D E I H G F J K 5x8 5x6 4x5 3x4 2x4 5x6 3x6 3x4 3x4 3x4 6-6-0 6-6-0 6-11-8 0-5-8 13-8-4 6-8-12 20-5-0 6-8-12 -1-0-0 1-0-0 6-11-8 6-11-8 13-8-4 6-8-12 20-5-0 6-8-12 0- 4 - 5 12 - 3 - 4 7- 1 1 - 1 4 5- 5 - 1 0 3- 1 0 - 1 0- 5 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [B:0-2-4,0-1-8], [D: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 0.67 0.46 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.02 0.01 (loc) F-G F-G K G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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 *Except* B3: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W4: 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)I=1635/0-5-8 (min. 0-1-12), K=413/0-3-8 (min. 0-1-8) Max Horz I=498(LC 8) Max UpliftI=-203(LC 8), K=-305(LC 8) Max Grav I=1635(LC 1), K=470(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-181/885, C-D=-379/40, F-J=-195/277, E-J=-195/277 BOT CHORD B-I=-620/241, H-I=-1569/213, C-H=-1297/324, G-H=-726/60, F-G=-273/306 WEBS C-G=0/897, D-G=-392/52, D-F=-287/271, E-K=-471/305 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) K 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=203, K=305. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:22 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-myVI?JFxObKl9ukcmnlqVZ4O41hcSzSwfeDYgHyzlpJ Scale = 1:49.3 T2 T3 W1 B1 ST11ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 HW1 T1 B2 ST12 A B C D E F G H I J K L M N O AB AA Z Y X W V U T S R Q P3x4 3x8 4x5 5x6 5x6 25-6-8 25-6-8 -1-0-0 1-0-0 22-9-0 22-9-0 25-6-8 2-9-8 0- 6 - 1 5 8- 1 - 1 5 6- 6 - 6 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-6], [B:0-3-4,Edge], [G:0-3-0,0-3-0], [M:0-2-15,0-2-4], [V: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 0.06 0.03 0.17 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: 155 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 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.All bearings 25-6-8. (lb) - Max Horz B=288(LC 4) Max Uplift All uplift 100 lb or less at joint(s) P, R, S, T, U, V, W, X, Y, Z, AA, Q except AB=-102(LC 8) Max Grav All reactions 250 lb or less at joint(s) P, B, R, S, T, U, V, W, X, Y, Z, AA, AB, Q FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-286/43 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) P, R, S, T, U, V, W, X, Y, Z, AA, Q except (jt=lb) AB=102. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss B2 Truss Type Roof Special Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:24 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-iLd2Q?GCwDaSOCu_uCnIa_9WNqDKwiqD6yifk9yzlpH Scale: 1/4"=1' T2 T3 B1 W1 W2 W3 W4 W5 HW1 W7 W6 T1 B2A B C D E F J I H G 5x8 5x6 5x6 3x8 5x6 1.5x4 3x4 1.5x4 4x8 5x6 7-7-0 7-7-0 15-2-0 7-7-0 22-9-0 7-7-0 25-6-8 2-9-8 -1-0-0 1-0-0 7-7-0 7-7-0 15-2-0 7-7-0 22-9-0 7-7-0 25-6-8 2-9-8 0- 6 - 1 5 8- 1 - 1 5 6- 6 - 6 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-3-4,Edge], [B:0-0-0,0-2-6], [C:0-4-0,0-3-4], [E:0-3-15,0-2-8], [I: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 0.97 0.59 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.25 0.07 0.11 (loc) B-J B-J G B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W4,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1343/0-5-8 (min. 0-1-8), G=1230/0-5-8 (min. 0-1-8) Max Horz B=288(LC 4) Max UpliftB=-320(LC 4), G=-297(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2704/534, C-D=-1671/336, D-E=-548/107, E-F=-494/133, F-G=-1224/297 BOT CHORD B-J=-718/2431, I-J=-719/2426, H-I=-428/1494 WEBS C-J=0/271, C-I=-999/312, D-I=-43/458, D-H=-1332/400, F-H=-255/1019 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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=320, G=297. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss B3 Truss Type Roof Special Qty 11 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:26 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-ejkprhISSqqAeV2N?cqmgPFt9euuObjWaGBlp2yzlpF Scale = 1:51.9 T2 T3 B1 W1 W2 W3 W4 W5 HW1 W7 W6T1 B2A B C D E F J I H G 5x8 9x12 MT18HS 6x8 5x6 1.5x4 3x4 1.5x4 4x8 5x6 7-7-0 7-7-0 15-2-0 7-7-0 22-9-0 7-7-0 29-0-8 6-3-8 -1-0-0 1-0-0 7-7-0 7-7-0 15-2-0 7-7-0 22-9-0 7-7-0 29-0-8 6-3-8 0- 6 - 1 5 8- 1 - 1 5 4- 5 - 1 4 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-7-12,0-0-4], [B:0-0-6,0-0-2], [C:0-4-0,0-3-4], [E:0-9-12,0-2-4], [I: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 0.89 0.64 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.08 0.12 (loc) B-J B-J G B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 143 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 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* W1,W3,W7: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 1 Row at midpt D-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1514/0-5-8 (min. 0-1-10), G=1402/0-5-8 (min. 0-1-8) Max Horz B=241(LC 4) Max UpliftB=-366(LC 4), G=-273(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3183/664, C-D=-2174/473, D-E=-1070/246, E-F=-1171/273, F-G=-1363/294 BOT CHORD B-J=-791/2878, I-J=-793/2873, H-I=-510/1970 WEBS C-J=0/273, C-I=-970/302, D-I=-42/444, D-H=-1323/397, E-H=-46/363, F-H=-220/1056 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=366, G=273. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss B4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:28 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-b6sZGNKi_R4utpBl71sElqKPaSk0sgxp1agstwyzlpD Scale = 1:50.4 T2 T3 W1 B1 ST11ST10 ST9 ST8 ST7ST6ST5 ST4 ST3 ST2 ST1 ST12 ST13 HW1 T1 B2AB C D E F G H I J K L M N O P AD AC AB AA Z Y X W V U T S R Q3x4 3x8 4x5 5x6 5x6 29-0-8 29-0-8 -1-0-0 1-0-0 22-9-0 22-9-0 29-0-8 6-3-8 0- 6 - 1 5 8- 1 - 1 5 4- 5 - 1 4 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-6], [B:0-3-4,Edge], [G:0-3-0,0-3-0], [M:0-2-15,0-2-4], [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 0.06 0.03 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A Q l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 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.All bearings 29-0-8. (lb) - Max Horz B=241(LC 4) Max Uplift All uplift 100 lb or less at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R Max Grav All reactions 250 lb or less at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:30 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-XU_Jh2LyV3Lc67L8ESuiqFPlwFPPKbD6Uu9zypyzlpB Scale = 1:43.0 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 4x5 3x4 5x6 3x4 21-11-8 21-11-8 -1-0-0 1-0-0 10-11-12 10-11-12 21-11-8 10-11-12 22-11-8 1-0-0 0- 4 - 5 6- 9 - 2 0- 4 - 5 7.00 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 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) L L L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 112 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 21-11-8. (lb) - Max Horz B=-184(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, Q, P, O, L except V=-105(LC 8), N=-105(LC 9) Max Grav All reactions 250 lb or less at joint(s) B, R, S, T, U, Q, P, O, L except V=269(LC 19), N=269(LC 20) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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, Q, P, O, L except (jt=lb) V=105, N=105. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:32 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Tt646kND1gbKMQVXMtxAvgV1131boUXPyCe40hyzlp9 Scale = 1:41.0 T1 T1 B1 W2 W1 W2 W1 B2 A B C D E F G I HJK 4x5 3x4 5x6 1.5x4 3x4 1.5x4 3x4 7-3-13 7-3-13 14-7-11 7-3-13 21-11-8 7-3-13 -1-0-0 1-0-0 5-5-14 5-5-14 10-11-12 5-5-14 16-5-10 5-5-14 21-11-8 5-5-14 22-11-8 1-0-0 0- 4 - 5 6- 9 - 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-2-4,0-1-8], [F:0-2-4,0-1-8], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.30 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.04 0.04 (loc) H-I H-I F B-I 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-5 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=1164/0-3-8 (min. 0-1-8), F=1164/0-3-8 (min. 0-1-8) Max Horz B=184(LC 7) Max UpliftB=-228(LC 8), F=-228(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1702/303, C-D=-1473/326, D-E=-1473/327, E-F=-1702/303 BOT CHORD B-I=-292/1370, I-J=-90/896, J-K=-90/896, H-K=-90/896, F-H=-169/1370 WEBS D-H=-166/585, E-H=-429/236, D-I=-166/585, C-I=-429/236 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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=228, F=228. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss C3 Truss Type Common Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:34 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-PGDqWQOTZHr2bkfvTIze_5aNPsibGO_hPW7A5ayzlp7 Scale = 1:40.1 T1 T1 B1 W2 W1 W2 W1 B2 A B C D E G FHI 3x4 4x5 3x4 5x6 1.5x4 3x4 1.5x4 7-3-13 7-3-13 14-7-11 7-3-13 21-11-8 7-3-13 5-5-14 5-5-14 10-11-12 5-5-14 16-5-10 5-5-14 21-11-8 5-5-14 0- 4 - 5 6- 9 - 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-2-4,0-1-8], [E:0-2-4,0-1-8], [F: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 0.36 0.33 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.04 0.05 (loc) F-G F-G E A-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 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* W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1062/0-3-8 (min. 0-1-8), E=1062/0-3-8 (min. 0-1-8) Max Horz A=-168(LC 4) Max UpliftA=-195(LC 8), E=-195(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1723/310, B-C=-1493/334, C-D=-1493/334, D-E=-1723/310 BOT CHORD A-G=-310/1391, G-H=-103/906, H-I=-103/906, F-I=-103/906, E-F=-196/1391 WEBS C-F=-172/598, D-F=-437/239, C-G=-172/597, B-G=-437/239 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) A=195, E=195. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss C4 Truss Type Common Girder Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:36 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-MeLbx6Qj5v5mr2oIbj?64WfdtgFHkBq_tqcHATyzlp5 Scale = 1:40.4 T1 T2 B1 W1 W2 W3 W4 W5 B2 HW1 HW2A B C D E H G FIJKLMNOP Q R4x12 5x6 4x12 3x8 4x12 10x12 MT20HS 3x8 4x12 5-5-14 5-5-14 10-11-12 5-5-14 16-4-14 5-5-2 21-10-0 5-5-2 5-5-14 5-5-14 10-11-12 5-5-14 16-4-14 5-5-2 21-10-0 5-5-2 0- 4 - 5 6- 9 - 2 0- 5 - 3 7.00 12 Plate Offsets (X,Y)-- [A: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 0.75 0.90 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.09 0.03 (loc) G-H G-H E H l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 114 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-G, D-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=3368/0-3-8 (req. 0-3-9), E=3346/0-2-0 (req. 0-3-9) Max Horz A=166(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-5566/0, B-C=-3731/0, C-D=-3728/0, D-E=-5513/0 BOT CHORD A-I=0/4726, I-J=0/4726, H-J=0/4726, H-K=0/4726, K-L=0/4726, L-M=0/4726, G-M=0/4726, G-N=0/4665, N-O=0/4665, O-P=0/4665, F-P=0/4665, F-Q=0/4665, Q-R=0/4665, E-R=0/4665 WEBS B-H=0/1406, B-G=-1879/38, C-G=0/3209, D-G=-1824/42, D-F=0/1392 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) WARNING: Required bearing size at joint(s) A, E greater than input bearing size. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 460 lb down at 1-10-12, 460 lb down at 3-10-12, 460 lb down at 5-10-12, 460 lb down at 7-10-12, 460 lb down at 9-10-12, 460 lb down at 11-10-12, 460 lb down at 13-10-12, 460 lb down at 15-10-12, and 460 lb down at 17-10-12, and 460 lb down at 19-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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=-460(B) J=-460(B) K=-460(B) L=-460(B) M=-460(B) N=-460(B) O=-460(B) P=-460(B) Q=-460(B) R=-460(B) Job 19-077614T Truss E1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:38 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-I1TLMnR_dWLT4Lygi81b9xl86U8ICDAHK85OELyzlp3 Scale = 1:50.0 T2 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2 T1 B2 ST1A B C D E F G H I Q P O N M L K J3x4 5x6 5x6 16-4-0 16-4-0 16-4-0 16-4-0 16-5-8 0-1-8 0- 4 - 5 9- 1 1 - 8 7.00 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [N: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 0.06 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - J l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 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 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt I-J, H-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-4-0. (lb) - Max Horz A=390(LC 8) Max Uplift All uplift 100 lb or less at joint(s) J, A, K, L, M, N, O, P except Q=-104(LC 8) Max Grav All reactions 250 lb or less at joint(s) J, A, K, L, M, N, O, P, Q FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-425/161, B-C=-357/132, C-D=-306/115, D-E=-252/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) J, A, K, L, M, N, O, P except (jt=lb) Q=104. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss E2 Truss Type JACK-CLOSED Qty 10 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:40 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-EQb5nTTE97bBJf63qZ43EMqPPHjGg7FaoSaVJEyzlp1 Scale = 1:56.1 W1 T1 W4 B1 W2 W3 A B C E DFG 3x4 3x4 5x6 3x4 7x10 9-10-0 9-10-0 4-11-0 4-11-0 9-10-0 4-11-0 9-11-8 0-1-8 4- 1 - 1 3 9- 1 1 - 8 9- 8 - 0 0- 3 - 8 9- 1 1 - 8 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-AS 0.33 0.51 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.47 0.00 -0.01 (loc) D-E D-E D D-E l/defl >382 >245 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 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 BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt C-D, B-E, B-D MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)E=474/Mechanical, D=474/0-1-8 (min. 0-1-8) Max Horz E=230(LC 8) Max UpliftD=-276(LC 8) Max Grav E=474(LC 1), D=543(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B-E=-258/18, B-D=-325/277 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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, with BCDL = 7.0psf. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=276. 8) 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. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job 19-077614T Truss E3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:42 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-AoisC9UUhlrvZzGSx_6XJnvj95RO81KtFm3cN6yzlp? Scale = 1:56.6 W1 T1 W2 B1 ST4 ST3 ST2 ST1 A B C D E F L K J I H G 5x12 MT20HS 4x5 3x4 3x4 9-10-0 9-10-0 9-11-8 0-1-8 4- 1 - 1 3 9- 1 1 - 8 7.00 12 Plate Offsets (X,Y)-- [G:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-4-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.34 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT20HS Weight: 82 lb FT = 20% GRIP 220/195 165/146 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 OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST2,ST1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-G, E-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-10-0. (lb) - Max Horz L=153(LC 8) Max Uplift All uplift 100 lb or less at joint(s) G, I except L=-153(LC 6), K=-529(LC 8) Max Grav All reactions 250 lb or less at joint(s) G, H, I, J except L=466(LC 8), K=257(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-L=-253/83 WEBS B-K=-169/285 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) G, I except (jt=lb) L=153, K=529. 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. LOAD CASE(S) Standard Job 19-077614T Truss J02A Truss Type Monopitch Qty 1 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:44 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-7BqcdrWkCM5doGQq3O8?OC__Gu5FcsKAi3YiR?yzloz Scale = 1:50.4 T1 W3 B1 B2 W2 W1 BL1 A B C E D F H G 2x4 5x6 6x8 3x8 3x4 3x4 3-5-0 3-5-0 3-8-8 0-3-8 13-8-0 9-11-8 3-8-8 3-8-8 8-4-12 4-8-4 13-8-0 5-3-4 4- 3 - 0 10 - 2 - 1 1 6- 1 1 - 1 0 5- 5 - 1 0 2- 9 - 1 3 0- 5 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [E:0-4-13,0-1-8] 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 0.72 0.44 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.46 -0.05 0.02 (loc) D-E D-E H D-E l/defl >440 >260 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 68 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1: 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, except end verticals. 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.(lb/size)G=488/0-3-8 (min. 0-1-8), H=460/0-3-8 (min. 0-1-8) Max Horz G=230(LC 8) Max UpliftH=-274(LC 8) Max Grav G=488(LC 1), H=473(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D-F=-191/332, C-F=-191/332 BOT CHORD E-G=-488/0, D-E=-249/313 WEBS B-D=-303/268, B-E=-382/0, C-H=-474/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) G, H 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=274. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-077614T Truss PB1 Truss Type Piggyback Qty 9 Ply 1 KARTCHNER SF18B9 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Tue Jul 9 14:27:45 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-bNO_qBXNzgEUQQ_0c6fExPXKWIX4LOPJxjIGzRyzloy Scale = 1:13.0 T1 T1 B1 ST1 B C D F A E 4x5 2x4 2x4 1.5x4 5-7-1 5-7-1 2-9-8 2-9-8 5-7-1 2-9-8 0- 4 - 5 1- 7 - 9 0- 1 - 8 0- 1 - 4 0- 1 - 8 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 0.05 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) F F D F l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 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 5-7-1 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 5-7-1 except (jt=length) E=0-3-8, E=0-3-8. (lb) - Max Horz A=-40(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, B, D, F, E, E Max Grav All reactions 250 lb or less at joint(s) A, B, D, F, E 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, B, D, F, 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard