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HomeMy WebLinkAboutTRUSS SPECS - 18-00485 - 2217 Summerfield Ln - New SFRJob 18-080785T Truss A1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:46 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-5ole07jpXMjLpQUIVjYkstsy9mHZKuJHXyZhw_ynuMF Scale = 1:88.6 T2 T2 B1 W11 W9 W7 W5 W3 W1 W2 W4 W6 W8 W10 W12 T1 T1 B4B3B2 ST20 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13ST10 ST11 ST8ST9 ST7 ST5 ST6 ST3 ST4 ST2ST1 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 ST35 ST36 ST2 ST1W13 W14 A B C D E F G H I J K S R Q P O N M LCBCCCDCECFCGCHCI 6x8 3x4 4x5 7x10 4x5 7x10 7x10 4x5 4x5 7x10 4x5 7x10 7x10 4x5 7x10 4x5 6-8-0 6-8-0 7-8-9 1-0-9 15-5-2 7-8-9 23-1-11 7-8-9 30-10-4 7-8-9 38-4-3 7-5-15 45-10-1 7-5-15 46-8-0 0-9-15 53-4-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 46-8-0 6-8-0 53-4-0 6-8-0 54-4-0 1-0-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [C:0-3-8,0-2-12], [D:0-5-0,0-4-8], [F:0-1-14,0-1-8], [H:0-5-0,0-4-8], [I:0-3-4,0-2-1], [J:0-3-5,Edge], [N:0-0-2,0-0-0], [N:0-5-0,0-4-8], [O:0-5-0,0-4-8], [Q:0-5-0 ,0-4-8], [BO:0-1-12,0-0-0] 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 0.31 0.25 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.03 0.06 (loc) Q-R Q-R O Q-R l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 546 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 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 *Except* W11,W7,W8,W12,W13,W14: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST20,ST16,ST23: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-P, G-O 2 Rows at 1/3 pts F-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1228/0-5-8 (min. 0-1-8), O=3504/0-5-8 (min. 0-3-12), J=672/0-3-8 (min. 0-1-8) Max Horz B=204(LC 12) Max UpliftB=-301(LC 8), O=-552(LC 8), J=-214(LC 9) Max GravB=1341(LC 19), O=3504(LC 1), J=865(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2459/511, C-D=-2241/541, D-E=-1326/368, E-F=-369/318, F-G=-107/1452, G-H=-180/629, H-I=-1136/353, I-J=-1321/308 BOT CHORD B-S=-593/2162, R-S=-593/2163, R-CB=-350/1413, CB-CC=-350/1413, Q-CC=-350/1413, Q-CD=-173/645, CD-CE=-173/645, P-CE=-173/645, P-CF=-415/356, CF-CG=-415/356, O-CG=-415/356, O-CH=-916/300, CH-CI=-916/300, N-CI=-916/300, M-N=-508/307, L-M=-244/1124, J-L=-246/1122 WEBS C-R=-523/222, D-R=-223/793, D-Q=-821/327, E-Q=-276/1014, E-P=-1190/434, F-P=-354/1271, F-O=-2383/477, G-O=-1198/442, G-N=-295/1040, H-N=-834/333, H-M=-255/905, I-M=-590/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=301, O=552, J=214. 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 18-080785T Truss A2 Truss Type Common Qty 10 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:48 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-1BtPRpk33zz32kegd8aCxIxIfaxzonqa?G2o_tynuMD Scale = 1:88.6 T2 T2 B1 W11 W9 W7 W5 W3 W1 W2 W4 W6 W8 W10 W12 T1 T1 B4B3B2AB C D E F G H I J K Q P O N M LRSTUVWXY 6x8 4x5 7x10 4x5 2x4 7x10 4x5 4x5 7x10 4x5 7x10 7x10 4x5 2x4 4x5 7-8-9 7-8-9 15-5-2 7-8-9 23-1-11 7-8-9 30-10-4 7-8-9 38-4-3 7-5-15 45-10-1 7-5-15 53-4-0 7-5-15 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 46-8-0 6-8-0 53-4-0 6-8-0 54-4-0 1-0-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [D:0-5-0,0-4-8], [H:0-5-0,0-4-8], [J:0-3-5,Edge], [M:0-5-0,0-4-8], [N:0-5-0,0-4-8], [P: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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.26 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.03 0.06 (loc) P-Q P-Q N P-Q l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 363 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 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 *Except* W11,W7,W8,W12: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: B-Q,P-Q. WEBS 1 Row at midpt E-O, G-N 2 Rows at 1/3 pts F-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1229/0-5-8 (min. 0-1-8), N=3503/0-5-8 (min. 0-3-12), J=673/0-3-8 (min. 0-1-8) Max Horz B=204(LC 12) Max UpliftB=-300(LC 8), N=-552(LC 8), J=-214(LC 9) Max GravB=1342(LC 19), N=3503(LC 1), J=865(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2453/514, C-D=-2247/539, D-E=-1326/368, E-F=-370/317, F-G=-108/1451, G-H=-180/628, H-I=-1144/352, I-J=-1313/309 BOT CHORD B-Q=-596/2157, Q-R=-350/1414, R-S=-350/1414, P-S=-350/1414, P-T=-173/646, T-U=-173/646, O-U=-173/646, O-V=-414/356, V-W=-414/356, N-W=-414/356, N-X=-915/300, X-Y=-915/300, M-Y=-915/300, L-M=-507/308, J-L=-252/1116 WEBS C-Q=-486/235, D-Q=-221/801, D-P=-823/326, E-P=-276/1013, E-O=-1189/434, F-O=-354/1270, F-N=-2382/478, G-N=-1197/442, G-M=-295/1039, H-M=-837/333, H-L=-254/915, I-L=-531/245 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=300, N=552, J=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 18-080785T Truss A3 Truss Type Common Qty 3 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-_a?9rVmKbbDnH2n3kZcg0j0cxOaGGg9tSaXv3mynuMB Scale = 1:89.0 T2 T3 B1 W10 W8 W6 W4 W2 W1 W3 W5 W7 W9 W11 T1 T4 B5B4B3B2B2AB C D E F G H I J K P O N M LQRSTUVWX 7x10 5x6 7x10 5x8 7x10 2x4 7x10 4x5 7x10 4x5 7x10 7x10 2x4 4x5 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 36-8-6 10-0-6 46-8-12 10-0-6 46-11-8 0-2-12 53-4-0 6-4-8 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-4 6-8-4 40-0-8 6-8-4 46-8-12 6-8-4 53-4-0 6-7-4 54-4-0 1-0-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [D:0-5-0,0-4-8], [H:0-5-0,0-4-8], [L:0-5-0,0-4-8], [M:0-5-0,0-4-8], [N:0-5-0,0-4-8], [O:0-5-0,0-4-8], [P: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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.46 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.38 0.13 0.14 (loc) O-P O-P L O-P l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 352 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 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 *Except* W10,W8,W6,W7,W11: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-N, G-N, G-M, H-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2331/0-5-8 (min. 0-2-8), L=3076/0-5-8 (min. 0-3-4) Max Horz B=204(LC 8) Max UpliftB=-489(LC 8), L=-605(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4878/987, C-D=-4533/938, D-E=-3563/757, E-F=-2512/551, F-G=-2514/572, G-H=-2523/485, H-I=-240/926, I-J=-340/959 BOT CHORD B-P=-1029/4376, P-Q=-798/3730, Q-R=-798/3730, O-R=-798/3730, O-S=-548/2980, S-T=-548/2980, N-T=-548/2980, N-U=-306/2386, U-V=-306/2386, M-V=-306/2386, M-W=-248/1925, W-X=-248/1925, L-X=-248/1925, J-L=-768/355 WEBS C-P=-456/231, D-P=-127/602, D-O=-858/323, E-O=-183/829, E-N=-1253/422, F-N=-280/1350, G-N=-464/240, G-M=-410/121, H-M=-25/605, H-L=-3500/587, I-L=-642/284 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=489, L=605. 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 18-080785T Truss A4 Truss Type Common Qty 6 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-wy7wGBna6CTUXLxSs_f8586yPBF5kcBAwt007eynuM9 Scale = 1:88.6 T2 T2 B1 W1 W2 W3 W4 W5 W6 W2 W3 W4W5 W6 T1 T3 B1B2B2B2B2AB C D E F G H I J O N M L KPQRSTUVW 5x8 5x8 7x10 7x10 4x5 7x10 7x10 7x10 2x4 4x5 7x10 7x10 2x4 5x8 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-11 53-4-0 8-10-11 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 46-8-0 6-8-0 53-4-0 6-8-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [B:0-1-5,Edge], [D:0-5-0,0-4-8], [H:0-5-0,0-4-8], [J:0-1-5,Edge], [K:0-5-0,0-4-12], [L:0-5-0,0-4-8], [M:0-5-0,0-4-8], [N:0-5-0,0-4-8], [O:0-5-0,0-4-12] 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 0.33 0.56 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.62 0.22 0.21 (loc) L-M L-M J M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 350 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. WEBS 1 Row at midpt G-M, E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2711/0-5-8 (min. 0-2-14), J=2598/Mechanical Max Horz B=211(LC 8) Max UpliftB=-534(LC 8), J=-500(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5814/1098, C-D=-5475/1049, D-E=-4534/871, E-F=-3487/689, F-G=-3487/687, G-H=-4558/879, H-I=-5579/1075, I-J=-5944/1130 BOT CHORD B-O=-1137/5232, O-P=-906/4610, P-Q=-906/4610, N-Q=-906/4610, N-R=-659/3875, R-S=-659/3875, M-S=-659/3875, M-T=-487/3890, T-U=-487/3890, L-U=-487/3890, L-V=-722/4655, V-W=-722/4655, K-W=-722/4655, J-K=-976/5374 WEBS F-M=-368/2060, G-M=-1269/425, G-L=-190/859, H-L=-882/329, H-K=-146/665, I-K=-512/248, E-M=-1248/419, E-N=-184/837, D-N=-851/321, D-O=-127/596, C-O=-450/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=534, J=500. 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 18-080785T Truss A5GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:55 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-KXo2vCqSP7r3Opg0X6CrjmkTiPGkxzzccrEgkzynuM6 Scale = 1:88.6 T2 T2 B1 W1 W2 W3 W4 W5 W6 W2W3 W4 W5 W6 T1 T3 B1B2B2B2B2 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST4 ST3ST2ST1 ST18 ST19 ST16 ST17 ST14 ST15 ST12 ST13 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST4 ST2 ST1 W7 A B C D E F G H I J P O N M L KBXBYBZCACBCCCDCE 5x8 5x8 7x10 7x10 4x5 7x10 7x10 7x10 5x6 4x5 7x10 7x10 5x8 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-11 46-8-0 2-2-11 53-4-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 46-8-0 6-8-0 53-4-0 6-8-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [B:0-2-1,Edge], [C:0-1-15,0-0-4], [D:0-5-0,0-4-8], [H:0-5-0,0-4-8], [J:0-1-5,Edge], [L:0-5-0,0-4-12], [M:0-5-0,0-4-8], [N:0-5-0,0-4-8], [O:0-5-0,0-4-8], [P: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 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.32 0.57 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.62 0.22 0.21 (loc) M-N M-N J N-O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 518 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST18,ST15: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-13 oc bracing. WEBS 1 Row at midpt G-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2711/0-5-8 (min. 0-2-14), J=2598/Mechanical Max Horz B=211(LC 8) Max UpliftB=-534(LC 8), J=-500(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5814/1098, C-D=-5475/1049, D-E=-4534/871, E-F=-3487/689, F-G=-3487/687, G-H=-4558/878, H-I=-5578/1080, I-J=-5945/1121 BOT CHORD B-P=-1137/5232, P-BX=-906/4610, BX-BY=-906/4610, O-BY=-906/4610, O-BZ=-659/3875, BZ-CA=-659/3875, N-CA=-659/3875, N-CB=-487/3890, CB-CC=-487/3890, M-CC=-487/3890, M-CD=-723/4655, CD-CE=-723/4655, L-CE=-723/4655, K-L=-967/5376, J-K=-968/5376 WEBS F-N=-368/2060, G-N=-1269/424, G-M=-189/859, H-M=-880/332, H-L=-152/660, I-L=-531/227, E-N=-1248/419, E-O=-184/837, D-O=-851/321, D-P=-127/596, C-P=-450/231 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=534, J=500. 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 18-080785T Truss B1GE Truss Type Common Qty 1 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:57 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-GwwpJurjxk5nd7qPfXEJoBptDC4jP38v39jnosynuM4 Scale = 1:27.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I J K P O N M L 4x5 3x4 3x4 3x4 3x4 13-2-0 13-2-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-2-0 6-7-0 14-2-0 1-0-0 0- 8 - 3 4- 6 - 5 4- 9 - 2 0- 8 - 3 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) K K J l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 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 SLIDER Left 2x4 DF Stud/Std 1-6-8, Right 2x4 DF Stud/Std 1-6-8 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-2-0. (lb) - Max Horz B=-117(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, J, O, M except P=-107(LC 8), L=-102(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, O, P, M, L except B=251(LC 1), J=251(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, J, O, M except (jt=lb) P=107, L=102. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-080785T Truss B2GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:59 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-DI2ZkatzTMLVtQzomyHntcu8z0cXtqRCXTCttkynuM2 Scale = 1:26.5 T1 T1 B1 W1 W2 W3W2W3 A B C D E H G FIJKL M 7x10 6x8 7x10 12x12 3x8 4x12 3x8 4x12 3-3-8 3-3-8 6-7-0 3-3-8 9-10-8 3-3-8 13-2-0 3-3-8 3-3-8 3-3-8 6-7-0 3-3-8 9-10-8 3-3-8 13-2-0 3-3-8 0- 8 - 3 4- 6 - 5 0- 8 - 3 7.00 12 Plate Offsets (X,Y)-- [E:0-2-1,Edge], [F:0-7-8,0-2-0], [G:0-6-0,0-8-0], [H:0-7-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.58 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.03 0.05 (loc) G-H G-H E G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=8793/0-5-8 (min. 0-4-11), E=7954/0-5-8 (min. 0-4-4) Max Horz A=-104(LC 6) Max UpliftA=-1720(LC 8), E=-1555(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-11283/2195, B-C=-8673/1724, C-D=-8673/1724, D-E=-11161/2173 BOT CHORD A-I=-1847/9328, H-I=-1847/9328, H-J=-1847/9328, G-J=-1847/9328, G-K=-1759/9224, K-L=-1759/9224, F-L=-1759/9224, F-M=-1759/9224, E-M=-1759/9224 WEBS C-G=-1637/8348, D-G=-2117/486, D-F=-530/2744, B-G=-2239/507, B-H=-560/2873 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-2-0 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; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; 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=1720, E=1555. 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) 2584 lb down and 514 lb up at 1-2-12, 2584 lb down and 514 lb up at 3-2-12, 2584 lb down and 514 lb up at 5-2-12, 2584 lb down and 514 lb up at 7-2-12, and 2584 lb down and 514 lb up at 9-2-12, and 2584 lb down and 514 lb up at 11-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 18-080785T Truss B2GRD Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:32:59 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-DI2ZkatzTMLVtQzomyHntcu8z0cXtqRCXTCttkynuM2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: H=-2584(B) I=-2584(B) J=-2584(B) K=-2584(B) L=-2584(B) M=-2584(B) Job 18-080785T Truss V1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF9BB8 ATHENS Job Reference (optional) 8.200 s Apr 7 2018 MiTek Industries, Inc. Tue Aug 14 14:33:01 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TqHSFdSj31y8EJZcXUkLG6zEJGl-9h9J9GuD?zbD6k7AuNJFz1zabpRkLsaU_nh_ydynuM0 Scale = 1:37.7 T1 T1 B1 ST5 ST4 ST3 ST2ST1 B2 ST4 ST3 ST2 ST1 A B C D E F G H I J K U T S R Q P O N M L3x4 4x5 3x4 3x4 20-5-8 20-5-8 10-2-12 10-2-12 20-5-8 10-2-12 0- 0 - 4 5- 1 1 - 1 0 0- 0 - 4 7.00 12 Plate Offsets (X,Y)-- [N:0-1-9,0-1-8] 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 0.04 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - K l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 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 20-5-8. (lb) - Max Horz A=148(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, K, R, S, T, U, P, O, M, L Max Grav All reactions 250 lb or less at joint(s) A, K, Q, R, S, T, U, P, O, M, L FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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) A, K, R, S, T, U, P, O, M, L. 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