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Home My WebLink AboutTRUSS SPECS - 20-00399 - 2307 W 860 S - Summerfield - New SFRJob 20-055850T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-KYNZ3t_r95RjdG3kLbrtc_kpp_vIU_LO_IzvMhzEyO6 Scale = 1:78.5 T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 ST15 ST15 ST14ST12 ST13 ST10 ST11 ST8 ST9ST7 ST5 ST6 ST4 ST3ST2 ST1 ST14 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST4 ST3 ST2 ST1T1T1 B1B2AB C D E F G H I J K L R Q P O N MBNBOBPBQBR 5x6 6x8 5x6 3x6 3x6 3x8 3x6 3x6 3x6 5x8 5x6 5x8 5x6 5x6 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:0-1-3,Edge], [D:0-3-0,0-3-0], [F:0-3-0,0-2-5], [G:0-4-0,0-1-11], [I:0-3-0,0-3-0], [K:0-1-3,Edge], [N:0-4-0,0-3-4], [Q:0-4-0,0-3-4] 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 0.63 0.85 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.59 -0.87 0.18 0.13 (loc) M-O M-O K O l/defl >916 >620 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 431 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* 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 2-8-5 oc purlins, except 2-0-0 oc purlins (4-0-10 max.): F-G. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 1 Row at midpt E-P, G-P, H-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2316/0-5-8 (min. 0-2-8), K=2316/0-5-8 (min. 0-2-8) Max Horz B=-273(LC 10) Max UpliftB=-396(LC 12), K=-396(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3822/868, C-D=-3528/861, D-E=-3271/887, E-F=-2587/746, F-G=-2108/702, G-H=-2586/746, H-I=-3271/887, I-J=-3528/861, J-K=-3822/868 BOT CHORD B-R=-633/3227, R-BN=-451/2703, Q-BN=-451/2703, Q-BO=-451/2703, P-BO=-451/2703, P-BP=-232/2114, O-BP=-232/2114, O-BQ=-453/2649, N-BQ=-453/2649, N-BR=-453/2649, M-BR=-453/2649, K-M=-638/3155 WEBS C-R=-429/232, E-R=-124/672, E-P=-850/339, F-P=-189/817, G-P=-346/349, G-O=-189/892, H-O=-851/340, H-M=-124/672, J-M=-429/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=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 19-11-8, Corner(3) 19-11-8 to 22-11-8, Exterior(2) 22-11-8 to 25-6-8, Corner(3) 25-6-8 to 28-6-8, Exterior(2) 28-6-8 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 2x4 MT20 unless otherwise indicated. 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, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=396, K=396. 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. 11) 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 20-055850T Truss A2 Truss Type Piggyback Base Qty 6 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-GxVJUY?6gjhQsaD6T0uLiPp9QnfNypfhScS0QZzEyO4 Scale = 1:85.1 T2 T3 T4 T5 W14 T6 B2 B3 B5 W10 W7 W3 W2 W1 W6 W9 W11 W13 W12T1B1B4 W4 W5 W8 A B C D E F G H I J K L M N T S R Q P O U V WX YZ AA 5x6 5x6 5x6 2x4 2x4 5x8 6x12 5x8 5x8 4x5 5x6 3x6 4x8 3x6 7x10 5x6 2x4 6- 6 - 0 10-1-8 10-1-8 20-3-0 10-1-8 25-6-8 5-3-8 28-0-15 2-6-7 30-0-15 2-0-0 34-2-8 4-1-8 40-0-8 5-10-0 40-3-4 0-2-12 42-11-8 2-8-4 45-6-0 2-6-8 -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 28-0-15 2-6-7 30-0-15 2-0-0 34-2-8 4-1-8 35-0-12 0-10-4 40-0-8 4-11-12 42-11-8 2-11-0 45-6-0 2-6-8 46-6-0 1-0-0 0- 4 - 5 10 - 6 - 4 12 - 0 - 0 12 - 6 - 1 2 0- 4 - 5 5- 9 - 4 12 - 0 - 0 7.00 12 3.00 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:0-4-0,0-2-4], [L:0-6-12,Edge], [P:0-5-4,0-2-8], [R:0-2-12,0-3-0], [T: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 0.62 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.61 0.40 0.17 (loc) S-T S-T P S-T l/defl >999 >790 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 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* W14: 2x6 DF 1800F 1.6E or 2x6 DF SS W1,W6,W9,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N BRACING- TOP CHORD Sheathed or 2-9-1 oc purlins, except 2-0-0 oc purlins (4-2-11 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt H-P, F-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)P=1756/0-5-8 (min. 0-1-14), B=1347/0-5-8 (min. 0-1-8) Max Horz B=-151(LC 10) Max UpliftP=-349(LC 9), B=-219(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-U=-3929/641, C-U=-3843/658, C-D=-3540/574, D-V=-2490/403, E-V=-2387/411, E-W=-2104/389, W-X=-2104/389, F-X=-2104/389, F-G=-1788/339, G-H=-1613/271, L-Y=-187/300, Y-Z=-188/296, M-Z=-193/292 BOT CHORD B-T=-627/3417, S-T=-457/2893, R-S=-156/1588, Q-R=-45/865, P-Q=-44/862, O-AA=-253/210, M-AA=-253/210 WEBS C-T=-313/155, D-T=-39/412, D-S=-742/228, E-S=-94/875, F-S=-120/886, H-R=-147/911, H-P=-1737/296, I-P=-553/350, I-L=-377/372, G-R=-720/170 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 22-11-8 , Interior(1) 22-11-8 to 25-6-8, Exterior(2) 25-6-8 to 28-0-15, Interior(1) 28-0-15 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) P=349, B=219. 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 20-055850T Truss A2A Truss Type Piggyback Base Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-CKd3vE1MCKx85uMVaQwpnquUrbKFQef_vvx7VSzEyO2 Scale = 1:85.1 T2 T3 T4 T5 W18 T6 B3 B4 B6 W3 W2 W1 W6 W11 W15 W17 W16T1B1B5 W4 W10 B2 W7W8 W13 W12W14 W5 W9 A B C D E F G H I J K L M N O U T S R Q P X W V Y Z AA AB AC AD AE 5x6 5x6 5x6 5x6 2x4 2x4 5x6 6x12 5x8 5x8 4x5 4x8 3x6 7x10 5x6 2x4 2x4 6x12 8x12 5x8 2x4 1- 0 - 0 6- 6 - 0 6-7-13 6-7-13 10-1-8 3-5-11 11-3-0 1-1-8 14-8-1 3-5-1 20-3-0 5-6-15 25-6-8 5-3-8 28-0-15 2-6-7 30-0-15 2-0-0 34-2-8 4-1-8 40-0-8 5-10-0 40-3-4 0-2-12 42-11-8 2-8-4 45-6-0 2-6-8 -1-0-0 1-0-0 6-7-13 6-7-13 11-3-0 4-7-3 13-3-10 2-0-10 14-8-1 1-4-7 19-11-8 5-3-7 25-6-8 5-7-1 28-0-15 2-6-7 30-0-15 2-0-0 34-2-8 4-1-8 35-0-12 0-10-4 40-0-8 4-11-12 42-11-8 2-11-0 45-6-0 2-6-8 46-6-0 1-0-0 0- 4 - 5 10 - 6 - 4 12 - 0 - 0 12 - 6 - 1 2 0- 4 - 5 5- 9 - 4 12 - 0 - 0 7.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [B:0-2-1,Edge], [C:0-3-0,0-3-0], [F:0-4-0,0-2-4], [G:0-4-0,0-2-4], [M:0-6-12,Edge], [Q:0-5-4,0-2-8], [S:0-2-12,0-3-0], [V:0-2-8,0-4-4], [X:0-2-12,0-2-4] 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 0.63 0.59 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.71 0.53 0.23 (loc) V V Q V l/defl >939 >671 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 285 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* B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W18: 2x6 DF 1800F 1.6E or 2x6 DF SS W1,W6,W11,W4,W8,W12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or BRACING- TOP CHORD Sheathed or 2-8-10 oc purlins, except 2-0-0 oc purlins (4-2-6 max.): F-G. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt I-Q, G-S MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)Q=1756/0-5-8 (min. 0-1-14), B=1346/0-5-8 (min. 0-1-8) Max Horz B=-151(LC 10) Max UpliftQ=-350(LC 9), B=-220(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Y=-3942/623, C-Y=-3849/637, C-D=-4867/805, D-E=-4883/860, E-Z=-2454/409, F-Z=-2377/417, F-AA=-2096/390, AA-AB=-2096/390, G-AB=-2096/390, G-H=-1787/339, H-I=-1613/271, M-AC=-187/300, AC-AD=-188/296, N-AD=-193/292 BOT CHORD T-U=-396/2741, S-T=-157/1587, R-S=-45/865, Q-R=-44/862, P-AE=-253/210, N-AE=-253/210, B-X=-605/3416, U-V=-373/2606 WEBS E-T=-656/187, F-T=-108/908, G-T=-119/875, I-S=-147/912, I-Q=-1736/297, J-Q=-553/350, J-M=-377/372, E-U=-731/138, E-V=-468/2550, C-V=-76/841, V-X=-626/3533, C-X=-684/164, H-S=-718/169 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 22-11-8 , Interior(1) 22-11-8 to 25-6-8, Exterior(2) 25-6-8 to 28-0-15, Interior(1) 28-0-15 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) Q=350, B=220. 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 20-055850T Truss A3 Truss Type ROOF SPECIAL Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-9ilqKw3ckxCsLBWtiryHsFzm_P__ub0HNDQEZLzEyO0 Scale = 1:80.5 T2 T3 T4 B3 B4 B6 W3 W2 W1 W4 W5 W6 W13HW1 T5 B1 B5 B2W9 W12 W7W8 W11 W10 A B C D E F G H I J KL P O N M S R Q T U V W X Y 5x6 5x6 5x8 5x12 MT20HS 5x8 5x12 MT20HS 4x5 7x10 6x8 5x8 6x12 3x8 3x8 4x5 2x4 2x4 8x12 4x12 12x12 1- 0 - 0 7-0-0 7-0-0 10-4-4 3-4-4 11-3-0 0-10-12 14-8-1 3-5-1 20-3-0 5-6-15 30-1-12 9-10-12 40-0-8 9-10-12 40-3-4 0-2-12 45-6-0 5-2-12 -1-0-0 1-0-0 7-0-0 7-0-0 11-3-0 4-3-0 13-2-8 1-11-8 14-8-1 1-5-9 19-11-8 5-3-7 25-6-8 5-7-1 32-8-8 7-2-0 40-0-8 7-4-0 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:0-5-14,Edge], [B:0-1-4,0-3-0], [D:0-2-12,0-3-4], [F:0-5-8,0-1-12], [G:0-3-0,0-2-5], [H:0-4-0,0-1-11], [I:0-4-0,Edge], [M:0-9-8,0-2-12], [N:0-4-12,Edge], [O:0-2-8,0-3-4], [P:0-6-0,0-1-14], [Q:0-3-4,Edge] 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 0.84 0.77 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.73 -1.02 0.75 0.30 (loc) Q Q M Q l/defl >658 >469 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 240 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* B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W4,W6,W9,W8,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -ü 3-11-8 BRACING- TOP CHORD Sheathed or 1-11-0 oc purlins, except 2-0-0 oc purlins (3-1-8 max.): G-H. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt H-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)M=2624/0-5-8 (min. 0-2-13), B=2010/0-5-8 (min. 0-2-0) Max Horz B=-273(LC 10) Max UpliftM=-442(LC 12), B=-346(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-T=-5714/841, C-T=-5667/847, C-D=-5508/864, D-E=-7236/1026, E-F=-7298/1104, F-U=-3651/530, G-U=-3536/550, G-V=-3118/517, V-W=-3118/517, H-W=-3118/517, H-X=-2453/468, I-X=-2623/450, I-J=-2938/438, J-Y=-362/699, K-Y=-380/554 BOT CHORD O-P=-362/4082, N-O=-80/2358, M-N=-632/456, K-M=-483/398, B-S=-656/4961, R-S=-41/285, P-Q=-339/3881 WEBS F-O=-981/289, G-O=-130/1362, H-O=-98/1328, H-N=-415/161, I-N=-571/246, J-N=-536/2997, J-M=-2335/560, E-Q=-313/107, D-S=-1115/204, F-P=-1092/139, F-Q=-545/3829, D-Q=-42/1378, Q-S=-679/5158 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) M=442, B=346. 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 20-055850T Truss A4 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-55sakc4sGZSaaVgGpG_lxg39YCk6Ma5aqXvKeDzEyO_ Scale = 1:69.7 T2 W1 B1 B2 B3 W3 W2 BL1 T1 A B C D E F I H G J K L 3x4 5x6 7x10 3x6 3x6 3x4 5x8 5x6 3x4 3x4 6-6-0 6-6-0 6-11-8 0-5-8 13-4-12 6-5-4 20-5-0 7-0-4 -1-0-0 1-0-0 6-11-8 6-11-8 13-4-12 6-5-4 20-5-0 7-0-4 0- 4 - 5 12 - 3 - 3 12 - 9 - 1 5 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:0-3-3,0-1-8] 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 0.65 0.47 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 -0.04 -0.03 (loc) G-H G-H K G-H l/defl >612 >367 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 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 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 4-7-6 oc bracing. WEBS 1 Row at midpt E-H 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=403(LC 12) Max UpliftI=-327(LC 12), K=-173(LC 12) Max GravI=1635(LC 1), K=451(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-514/679, C-L=-507/887, C-D=-425/676, D-E=-400/924, G-J=-78/320, F-J=-78/320 BOT CHORD B-I=-623/523, H-I=-1567/447, C-H=-565/234, G-H=-189/347 WEBS E-H=-1265/398, E-G=-301/177, F-K=-465/173 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) 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=327, K=173. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-055850T Truss A5 Truss Type Jack-Closed Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-ZHQyyy5V1saRCfFSN_W_UtbOXc5z53Jj3Bfu9fzEyNz Scale = 1:57.5 T1 W1 B1 B2 B3 W4 W2 W3 BL1 A B C D H G F E I J K 1.5x4 5x6 5x6 1.5x4 2x4 1.5x4 5x6 3x4 3x4 3x4 3-8-8 3-8-8 13-8-0 9-11-8 3-8-8 3-8-8 8-4-12 4-8-4 13-8-0 5-3-4 2- 3 - 1 10 - 2 - 1 2 6- 1 1 - 1 0 5- 5 - 1 0 2- 9 - 1 3 0- 5 - 4 7.00 12 3.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.43 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 -0.03 0.01 (loc) E-F E-F J E-F l/defl >999 >842 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 88 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* B2: 2x4 DF Stud/Std, B3: 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 OTHERS 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 3-8-8 except (jt=length) J=0-3-8. (lb) - Max Horz H=245(LC 12) Max Uplift All uplift 100 lb or less at joint(s) H except J=-211(LC 12) Max Grav All reactions 250 lb or less at joint(s) H, G, G except F=666(LC 1), J=449(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD E-I=-160/319, D-I=-160/319 BOT CHORD G-H=-258/243, B-F=-376/179, E-F=-220/298 WEBS C-E=-288/228, C-F=-371/4, D-J=-451/227 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 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 is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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) F, J 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) H except (jt=lb) J=211. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-055850T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:58 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-VgYjNd6lZUq9RyPrVOYSZIhptQskZ?20WV8?DYzEyNx Scale = 1:49.6 T2 T3 W1 B1 ST11ST10ST9ST8ST7ST6ST5ST4ST3ST2 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 20-055850T Truss B2 Truss Type Roof Special Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:14:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-zs65az7NKny036z1263h6WDprp2BIOX9l9tYm_zEyNw Scale: 1/4"=1' T2 T3 B1 W6 W5 W4 W1 HW1 W3 W2 T1 B2AB C D E F J I H G K L M N 7x10 5x6 1.5x4 5x6 3x8 3x6 1.5x4 1.5x4 5x8 3x6 8-6-3 8-6-3 17-0-5 8-6-3 25-6-8 8-6-3 -1-0-0 1-0-0 8-6-3 8-6-3 17-0-5 8-6-3 22-9-0 5-8-10 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], [E:0-3-15,0-2-8] 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 0.82 0.65 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.06 0.10 (loc) B-J B-J G B-J l/defl >999 >910 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 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* W6,W4,W3: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-7 oc bracing. WEBS 1 Row at midpt C-H, E-G 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=-2664/341, C-K=-2553/361, C-D=-1417/211, D-L=-1392/281, E-L=-1299/294 BOT CHORD B-J=-483/2390, I-J=-485/2385, H-I=-485/2385, H-M=-83/372, M-N=-83/372, G-N=-83/372 WEBS C-J=0/302, C-H=-1232/254, D-H=-632/216, E-H=-278/1465, E-G=-1141/265 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, 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=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 20-055850T Truss B3 Truss Type Roof Special Qty 11 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-S2gToJ8?554tgGYEcpawejm?eDOX1jxJ_pd5IRzEyNv Scale = 1:50.8 T2 T3 B1 W6 W5 W3 W1 HW1 W4 W2 T1 B2AB C D E F G K J I H L M N O P Q 3x6 3x4 5x6 3x8 3x6 3x4 1.5x4 3x6 4x5 4x8 3x6 9-8-3 9-8-3 19-4-5 9-8-3 29-0-8 9-8-3 -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:0-0-0,0-2-2], [B:0-3-4,Edge], [F:0-3-4,0-2-4] 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 0.75 0.64 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.42 0.08 0.10 (loc) H-I H-I H B-K l/defl >999 >814 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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* W6,W3,W4: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing. WEBS 1 Row at midpt F-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), H=1402/0-5-8 (min. 0-1-8) Max Horz B=141(LC 8) Max UpliftB=-261(LC 12), H=-228(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-3157/490, C-L=-3060/510, C-D=-2772/461, D-E=-2588/472, E-M=-1480/304, F-M=-1359/312, G-H=-284/124 BOT CHORD B-K=-560/2859, K-O=-378/1954, J-O=-378/1954, I-J=-378/1954, I-P=-153/882, P-Q=-153/882, H-Q=-153/882 WEBS C-K=-523/185, E-K=-97/813, E-I=-1075/275, F-I=-138/1073, F-H=-1367/237 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) 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=261, H=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 20-055850T Truss B4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-ORnED?9FciKawaickEcOj8rVs1EgVp1cR76CMJzEyNt 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 20-055850T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-sdLcQLAuN0SRXkHoHy8dGMOgTQakEHMlgnrmvmzEyNs 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 20-055850T Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-o0TMr1C8vdi9n1RBPNA5LnTyaEB0iAN275KszezEyNq Scale = 1:41.3 T1 T1 B1 W1 W2 W1 W2 B2A 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 11) 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 20-055850T Truss C3 Truss Type Common Qty 1 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-GC1k2MDmgxq0OB0Nz4hKu_06CeWnRdaBMl4QW4zEyNp Scale = 1:40.4 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 20-055850T Truss C4 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-kPb6GiDOREyt0LbaWnCZQCZH72pSAupLbPpz2XzEyNo Scale = 1:43.2 T1 T1 B1 W1 W2 W3W2W3 B1 A B C D E H G FIJKLMNOP Q R3x8 4x5 3x8 7x10 3x6 3x8 3x6 3x8 Special Special Special Special Special Special Special Special Special Special 5-5-14 5-5-14 10-11-12 5-5-14 16-5-10 5-5-14 21-11-8 5-5-14 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)-- [G:0-5-0,0-4-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.56 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.19 0.06 0.04 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 227 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=4149/0-3-8 (min. 0-2-3), E=4102/0-3-8 (min. 0-2-3) Max Horz A=-141(LC 6) Max UpliftA=-270(LC 8), E=-268(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-6863/455, B-C=-4600/357, C-D=-4600/357, D-E=-6853/455 BOT CHORD A-I=-334/5844, I-J=-334/5844, H-J=-334/5844, H-K=-334/5844, K-L=-334/5844, L-M=-334/5844, G-M=-334/5844, G-N=-334/5834, N-O=-334/5834, O-P=-334/5834, F-P=-334/5834, F-Q=-334/5834, Q-R=-334/5834, E-R=-334/5834 WEBS C-G=-231/4080, D-G=-2292/221, D-F=-23/1828, B-G=-2303/222, B-H=-23/1838 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=270, E=268. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 613 lb down and 26 lb up at 1-10-12 , 613 lb down and 26 lb up at 3-10-12, 613 lb down and 26 lb up at 5-10-12, 613 lb down and 26 lb up at 7-10-12, 613 lb down and 26 lb up at 9-10-12, 613 lb down and 26 lb up at 11-10-12, 613 lb down and 26 lb up at 13-10-12, 613 lb down and 26 lb up at 15-10-12, and 613 lb down and 26 lb up at 17-10-12, and 613 lb down and 26 lb up at 19-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 20-055850T Truss C4 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:08 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Db9VT2E0CY5keVAm4VjozP5StR9hvL3Uq3ZWazzEyNn 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=-613(F) J=-613(F) K=-613(F) L=-613(F) M=-613(F) N=-613(F) O=-613(F) P=-613(F) Q=-613(F) R=-613(F) Job 20-055850T Truss D1 Truss Type GABLE Qty 2 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Db9VT2E0CY5keVAm4VjozP5SFRCWvXRUq3ZWazzEyNn Scale = 1:53.4 W2 T1 W1 B1 ST6 ST5 ST4 ST3 ST2 ST1 A B C D E F G H P O N M L K J I 5x6 4x5 3x6 13-1-0 13-1-0 13-2-8 0-1-8 2- 3 - 1 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-R 0.33 0.38 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 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 2x6 DF 1800F 1.6E or 2x6 DF SS *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 *Except* ST6,ST5: 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 H-I, G-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-1-0. (lb) - Max Horz P=240(LC 12) Max Uplift All uplift 100 lb or less at joint(s) I, J, K, L, M, N except P=-275(LC 10), O=-736(LC 12) Max Grav All reactions 250 lb or less at joint(s) I, J, K, L, M, N except P=788(LC 12), O=335(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-P=-529/428, A-B=-524/432, B-C=-293/243 WEBS B-O=-402/451 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) 0-2-12 to 3-1-0, Exterior(2) 3-1-0 to 13-0-12 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) I, J, K, L, M, N except (jt=lb) P=275, O=736. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-055850T Truss D2 Truss Type Jack-Closed Qty 10 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-9_GFukGHk9LStoJ9CwmG2qAlDFwZNQ_nHN2dfszEyNl Scale = 1:54.6 W5 T1 W1 B1 W4 W3 W2 A B C F E D G H I 1.5x4 6x8 3x4 4x5 3x6 3x8 6-6-8 6-6-8 13-1-0 6-6-8 6-6-8 6-6-8 13-1-0 6-6-8 13-2-8 0-1-8 2- 3 - 1 9- 1 1 - 8 9- 8 - 0 0- 3 - 8 9- 1 1 - 8 7.00 12 Plate Offsets (X,Y)-- [A:0-2-8,0-2-8] 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 0.55 0.22 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.00 0.00 (loc) D-E D-E D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 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,W2: 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 C-D, B-D MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)F=633/Mechanical, D=633/0-1-8 (min. 0-1-8) Max Horz F=242(LC 12) Max UpliftD=-207(LC 12) Max GravF=633(LC 1), D=643(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-F=-592/31, A-G=-614/0, B-G=-370/0 BOT CHORD E-F=-286/293, E-I=-182/453, D-I=-182/453 WEBS A-E=0/385, B-D=-591/238 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 13-0-12 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=207. 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. LOAD CASE(S) Standard Job 20-055850T Truss PB1 Truss Type Piggyback Qty 9 Ply 1 KARTCHNER SF11B7 DAVENPORT C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue May 19 10:15:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-dAqd54GvVTTJVyuLldHVb2j2ofHe6vswW1nBBIzEyNk Scale: 1"=1' T1 T1 B1A B C D E 3x4 2x4 2x4 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- 4 - 5 0- 1 - 8 7.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge] 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 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) E E D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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.(lb/size)B=236/3-11-2 (min. 0-1-8), D=236/3-11-2 (min. 0-1-8) Max Horz B=32(LC 11) Max UpliftB=-51(LC 12), D=-51(LC 12) 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) Gable requires continuous bottom chord bearing. 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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard