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HomeMy WebLinkAboutTRUSS SPECS - 19-00477 - 2228 Summerfield Ln - New SFRJob 19-089041T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:37 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-keooSax4jKBSMs9KV44lppcvctkhMHe3lKTJ3pynXVu Scale = 1:79.3 T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 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 K BP BQ BR BS BT BU BV BW BX 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 12 - 6 - 1 2 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* W5: 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=273(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, AD, AE, M, K except AB=-205(LC 12), V=-249(LC 12), R=-103(LC 12), L=-394(LC 12) 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 21), AB=824(LC 21), V=1039(LC 1), R=348(LC 1), L=1501(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BP=-336/69, C-D=-101/323, E-BQ=-22/400, F-BT=-50/329, G-H=-395/1150, H-BU=-401/842, I-BU=-413/643 BOT CHORD U-V=-306/294, U-BW=-306/294, T-BW=-306/294, S-T=-306/294, R-S=-306/294, Q-R=-279/325, P-Q=-279/325, O-P=-279/325, N-O=-279/325, N-BX=-279/325, M-BX=-279/325, L-M=-279/325, K-L=-593/439, I-K=-593/439 WEBS C-AB=-489/201, D-AB=-442/88, D-V=-364/210, E-V=-622/148, F-R=-471/102, G-L=-1301/491, H-L=-510/219 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=25ft; eave=6ft; 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 19-11-8, Exterior(2) 19-11-8 to 24-2-6, Interior(1) 24-2-6 to 25-6-8, Exterior(2) 25-6-8 to 29-9-7, Interior(1) 29-9-7 to 46-6-14 zone; cantilever 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) 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, M, K except (jt=lb) AB=205, V=249, R=103, L=394. 11) Non Standard bearing condition. Review required. Continued on page 2 Job 19-089041T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:38 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-CrMAgwyiUdJJ_0kW2ob_M194LH4w5kuC__DtcFynXVt NOTES- 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. 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 19-089041T Truss A2 Truss Type Piggyback Base Qty 6 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:40 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-8DUx5c_z0FZ0DJtvADeSRSEQc4gYZbqVRIi_g8ynXVr Scale = 1:80.5 T2 T3 T4 B2 B3 B5 W9 W6 W4 W2 W1 W3 W5 W7 W8 W10T1 T6 T5 B1 B4 A B C D E F G H I J O N M L K P Q R S T U 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 12 - 6 - 1 2 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 0.15 (loc) N-O N-O K N-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* W9,W6,W2,W7,W10: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-9-3 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=-182(LC 10) Max UpliftK=-295(LC 12), B=-230(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3910/595, C-P=-3824/612, C-D=-3520/527, D-Q=-2468/345, E-Q=-2364/361, E-R=-2084/345, R-S=-2084/345, F-S=-2084/345, F-T=-1752/310, G-T=-1865/298, G-H=-1600/222, H-U=-239/477, I-U=-251/378 BOT CHORD B-O=-477/3400, N-O=-304/2875, M-N=-41/1580, L-M=-71/1368, K-L=-392/292, I-K=-331/265 WEBS C-O=-313/156, D-O=-38/414, D-N=-743/233, E-N=-73/873, F-N=-76/875, G-M=-44/310, G-L=-659/174, H-L=-285/1680, H-K=-1574/365 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=6ft; 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 19-11-8, Exterior(2) 19-11-8 to 24-2-6, Interior(1) 24-2-6 to 25-6-8, Exterior(2) 25-6-8 to 29-9-7, Interior(1) 29-9-7 to 46-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=295, B=230. 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 19-089041T Truss A2A Truss Type ROOF SPECIAL Qty 2 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:42 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-5cbhWH?DYsqkSd1HHegwWtJjquI81TEovcB4l1ynXVp Scale = 1:80.5 T2 T3 T4 B1 B2 B3 B4 B5 B7 W12 W11 W10 W7 W6 W4 W2 W1 W3 W5 W8 W9 W14 T1 T6 T5 B6W13 A B C D E F G H I J K LT S R Q P O N M U V W X Y Z 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 12 - 6 - 1 2 0- 4 - 5 5- 9 - 4 1- 0 - 0 12 - 0 - 0 7.00 12 3.50 12 *** Design Problems *** REVIEW REQUIRED Left heel plate req. larger wedge or slider 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 0.31 (loc) Q-R Q-R M R l/defl >638 >455 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 241 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* W11,W7,W1,W3,W5,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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=-273(LC 10) Max UpliftB=-345(LC 12), M=-442(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-U=-5768/876, C-U=-5654/895, C-D=-5566/865, D-E=-7264/1023, E-F=-7207/1092, F-V=-3647/531, G-V=-3531/551, G-W=-3114/518, W-X=-3114/518, H-X=-3114/518, H-Y=-2629/465, I-Y=-2799/447, I-J=-2400/333, J-Z=-359/715, K-Z=-377/568 BOT CHORD B-T=-701/4981, S-T=-96/699, R-S=-20/255, E-R=-255/115, Q-R=-337/3895, P-Q=-361/4088, O-P=-63/2367, N-O=-107/2052, M-N=-587/438, K-M=-497/397 WEBS D-T=-1103/154, R-T=-595/4750, D-R=-71/1399, F-R=-518/3602, F-Q=-916/119, F-P=-998/286, G-P=-130/1361, H-P=-114/1294, I-O=-64/467, I-N=-990/261, J-N=-427/2519, J-M=-2360/548 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=6ft; 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 19-11-8, Exterior(2) 19-11-8 to 24-2-6, Interior(1) 24-2-6 to 25-6-8, Exterior(2) 25-6-8 to 29-9-7, Interior(1) 29-9-7 to 46-6-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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. Continued on page 2 Job 19-089041T Truss A2A Truss Type ROOF SPECIAL Qty 2 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:42 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-5cbhWH?DYsqkSd1HHegwWtJjquI81TEovcB4l1ynXVp NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=345, M=442. 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 19-089041T Truss A3 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:43 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Zo93jd0rIAyb4ncUrLBA34sxGIoYm_px8GweHTynXVo Scale = 1:70.1 T2 W1 B1 B2 B3W4 W3 W2 BL1 T1 A B C D E H G F I J K 5x8 5x6 4x5 3x6 3x6 3x6 5x6 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 12 - 1 0 - 0 7- 1 1 - 1 4 5- 5 - 1 0 3- 1 0 - 1 0- 0 - 0 0- 5 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [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 0.59 0.21 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) F-G F-G J G l/defl >999 >999 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 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B2: 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)H=1635/0-5-8 (min. 0-1-8), J=413/0-3-8 (min. 0-1-8) Max Horz H=410(LC 12) Max UpliftH=-336(LC 12), J=-163(LC 12) Max Grav H=1635(LC 1), J=449(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-562/717, C-K=-550/922, C-D=-384/0, F-I=-80/325, E-I=-80/325 BOT CHORD B-H=-668/584, C-H=-1294/417, G-H=-726/197, F-G=-132/363 WEBS C-G=-223/901, D-G=-387/202, D-F=-357/123, E-J=-457/164 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) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 19-11-12 zone; cantilever 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) H, J 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=336, J=163. 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 19-089041T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:45 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-VBHq8J25qnCJJ5mszmDe8VxP05XwEywEbaPlMLynXVm Scale = 1:49.6 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 P AC AD 3x4 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 8- 2 - 1 1 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=206(LC 12) Max Uplift All uplift 100 lb or less at joint(s) P, S, T, U, V, W, X, Y, Z, AA, AB, Q 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-AC=-321/70, C-AC=-315/78, C-D=-264/54 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) -1-0-9 to 1-11-7, Exterior(2) 1-11-7 to 22-9-0, Corner(3) 22-9-0 to 25-4-12 zone; cantilever 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) P, S, T, U, V, W, X, Y, Z, AA, AB, Q. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-089041T Truss B2 Truss Type Roof Special Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:47 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-RZPaZ?3MMOS1ZOwF4BG6Dw1WJv3eihJX2uurQEynXVk Scale: 1/4"=1' T2 T3 B1 W7 W6 W5 W3 W1 HW1 W4 W2 T1 B2A B C D E F J I H G K L 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 8- 2 - 1 1 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 0.08 (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* W6,W3,W1: 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 3-2-6 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=206(LC 12) Max UpliftB=-219(LC 12), G=-216(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2704/347, C-K=-2601/364, C-D=-1671/251, D-L=-548/101, E-L=-426/109, E-F=-494/123, F-G=-1224/266 BOT CHORD B-J=-490/2431, I-J=-492/2426, H-I=-304/1494 WEBS C-J=0/271, C-I=-999/202, D-I=-5/458, D-H=-1332/274, F-H=-203/1019 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; 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 22-9-0, Exterior(2) 22-9-0 to 25-4-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=219, G=216. 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 19-089041T Truss B3 Truss Type Roof Special Qty 11 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:48 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-vmyymL4_7iauAYVReunLm8ZjLJOzR8ygHYePygynXVj Scale = 1:53.0 T2 T3 B1 W7 W6 W5 W3 W1 HW1 W4 W2T1 B2AB C D E F J I H G K L M 5x8 9x12 MT18HS 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 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 8- 2 - 1 1 4- 5 - 1 4 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-3-4,Edge], [B:0-0-0,0-2-2], [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 0.09 (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* W7,W5,W4: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-13 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=141(LC 8) Max UpliftB=-261(LC 12), G=-228(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-3183/475, C-K=-3080/492, C-D=-2174/386, D-L=-1070/239, E-L=-949/247, E-M=-1038/256, F-M=-1171/242, F-G=-1363/297 BOT CHORD B-J=-543/2878, I-J=-545/2873, H-I=-364/1970 WEBS C-J=0/273, C-I=-970/195, D-I=-5/444, D-H=-1323/268, E-H=-11/363, F-H=-163/1056 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; 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 22-9-0, Exterior(2) 22-9-0 to 25-9-0, Interior(1) 25-9-0 to 28-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=261, G=228. 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 19-089041T Truss B4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:50 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-s84jB16EfJqcQseqlJpprZeFm6E5vD9zls7V1ZynXVh Scale = 1:50.8 T2 T3 W1 B1 ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2 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 Q AE AF 3x4 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 8- 2 - 1 1 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=141(LC 8) Max Uplift All uplift 100 lb or less at joint(s) Q, B, 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; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-9 to 1-11-7, Exterior(2) 1-11-7 to 22-9-0, Corner(3) 22-9-0 to 25-9-0, Exterior(2) 25-9-0 to 28-10-12 zone; cantilever 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) Q, B, 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 19-089041T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:52 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-oXCTci7UBx4KfAoCtkrHw_kb6wwNN8kGC9cc5SynXVf Scale = 1:43.4 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 7- 3 - 1 4 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 0.04 0.10 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=-156(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 lb or less at joint(s) B, R, S, T, U, Q, P, O, L except V=269(LC 21), N=269(LC 22) 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 10-11-12, Corner(3) 10-11-12 to 13-11-12, Exterior(2) 13-11-12 to 23-0-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, S, T, U, V, Q, P, O, L, N. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-089041T Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:54 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-kwKD1O9ljYK1uTyb_9ul?PptDjXfr0mZfT5jAKynXVd Scale = 1:41.3 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E F G I H J K L M N O 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 7- 3 - 1 4 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 -0.03 (loc) H-I H-I F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-10 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=-156(LC 10) Max UpliftB=-214(LC 12), F=-214(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-1702/279, C-J=-1603/296, C-K=-1473/307, D-K=-1344/319, D-L=-1344/319, E-L=-1473/307, E-M=-1603/296, F-M=-1702/279 BOT CHORD B-I=-167/1370, I-N=-35/896, N-O=-35/896, H-O=-35/896, F-H=-179/1370 WEBS D-H=-108/567, E-H=-429/178, D-I=-108/567, C-I=-429/178 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 10-11-12, Exterior(2) 10-11-12 to 13-11-12, Interior(1) 13-11-12 to 23-0-6 zone; cantilever 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=214, F=214. 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 19-089041T Truss C3 Truss Type Common Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:55 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-C6ubEk9NUsSuWdXnYsP_YcM2r7sQaTyiu7qGimynXVc Scale = 1:40.1 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E G F H I J K L M 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 0.04 (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* W2: 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=143(LC 11) Max UpliftA=-166(LC 12), E=-166(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-1723/302, B-H=-1516/315, B-I=-1493/326, C-I=-1363/339, C-J=-1363/339, D-J=-1493/326, D-K=-1516/315, E-K=-1723/302 BOT CHORD A-G=-204/1391, G-L=-57/906, L-M=-57/906, F-M=-57/906, E-F=-204/1391 WEBS C-F=-111/579, D-F=-437/181, C-G=-111/579, B-G=-437/181 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-11-12, Exterior(2) 10-11-12 to 13-11-12, Interior(1) 13-11-12 to 21-9-12 zone; cantilever 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) A=166, E=166. 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 19-089041T Truss C4 Truss Type Common Girder Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:57 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-9U?MfQBd?TiclxhAgHRSd1RIKxP62Gp?MRJNnfynXVa Scale = 1:43.1 T1 T2 B1 W5 W2 W1 W3 W4 B2 A B C D E H G FIJKLMNOP Q R4x12 5x6 4x12 3x8 4x12 10x12 MT20HS 3x8 4x12 Special Special Special Special Special Special Special Special Special Special 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 *** Design Problems *** REVIEW REQUIRED Heel plates req. larger wedge or slider 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 G l/defl >999 >881 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 113 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* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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=141(LC 7) 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=-1879/0, C-G=0/3209, D-G=-1824/0, 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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 Continued on page 2 Job 19-089041T Truss C4 Truss Type Common Girder Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:57 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-9U?MfQBd?TiclxhAgHRSd1RIKxP62Gp?MRJNnfynXVa 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 19-089041T Truss E1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:32:58 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-dhZksmCFmnrTN5FMD?yhAF_dgLzunrv9a53xJ5ynXVZ 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 0.07 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=307(LC 12) Max Uplift All uplift 100 lb or less at joint(s) J, A, K, L, M, N, O, P, Q 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=-405/341, B-C=-341/283, C-D=-291/244 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=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) 0-0-0 to 3-0-0, Exterior(2) 3-0-0 to 16-3-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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, Q. 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 19-089041T Truss E2 Truss Type JACK-CLOSED Qty 10 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:33:00 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Z3hUHRDWIO5BdOPlLQ?9Fg3v58XsFl3R2PY1N_ynXVX Scale = 1:56.1 W4 T1 W1 B1 W3 W2 A B C E D F G H I 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=181(LC 12) Max UpliftD=-200(LC 12) Max Grav E=474(LC 1), D=522(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B-E=-259/53, B-D=-307/255 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-9-12 zone; cantilever 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, 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=200. 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 19-089041T Truss E3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:33:01 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-1GFtVnE83iD2EY_xv7WOotc2yYve_CibG3HbwQynXVW Scale = 1:56.6 W2 T1 W1 B1 ST4 ST3 ST2 ST1 A B C D E F L K J I H G 5x12 MT20HS 5x6 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 0.45 0.35 0.12 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=121(LC 12) Max Uplift All uplift 100 lb or less at joint(s) G, I except L=-116(LC 10), K=-411(LC 12) Max Grav All reactions 250 lb or less at joint(s) G, H, I, J, K except L=368(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-L=-258/199, A-B=-255/208 WEBS B-K=-263/292 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=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) 0-1-12 to 3-1-12, Exterior(2) 3-1-12 to 9-9-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=116, K=411. 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 19-089041T Truss J02A Truss Type Monopitch Qty 1 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:33:02 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-VSpFi7Fmq?LvsiZ7Sq1dK588TyENjbZkVj18SsynXVV Scale = 1:50.4 T1 W1 B1 B2 W2 W3 BL1 A B C E D F H I 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 -0.04 0.01 (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* W3: 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=181(LC 12) Max UpliftH=-199(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D-F=-164/321, C-F=-164/321 BOT CHORD E-G=-488/0, D-E=-221/298 WEBS B-D=-290/238, B-E=-382/0, C-H=-461/233 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) 3-6-12 to 6-6-12, Interior(1) 6-6-12 to 13-2-12 zone; cantilever 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) 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=199. 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 19-089041T Truss PB1 Truss Type Piggyback Qty 9 Ply 1 KARTCHNER SF7B11 DAVENPORT A Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu Aug 15 16:33:04 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Rrw?7pG0Mdbd50jWaF35PWEfTl0RBau1z1WFWlynXVT 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 E 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=33(LC 11) Max Uplift All uplift 100 lb or less at joint(s) A, B, D, 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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, 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