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Home My WebLink AboutTRUSS SPECS - 18-00510 - 2211 Summerfield Ln - New SFRJob 18-091696T Truss A1GE Truss Type GABLE Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:03:54 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-jlJmrkTGstOM0rt0H5e27wK4XufYv1rTI3xyGDygOup Scale = 1:82.3 0- 1 - 1 2 0- 1 - 1 2 T2 T3 T2 B1 ST9ST9ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2T1 T1 B1B2 ST1AB C D E F G H I J K L M N O P QR S T U V W X Y Z AA AV AU AT AS AR AQ AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB 5x6 5x6 4x5 5x6 5x6 5x6 5x6 4x5 46-8-0 46-8-0 -1-0-0 1-0-0 17-8-12 17-8-12 28-11-4 11-2-8 46-8-0 17-8-12 47-8-0 1-0-0 0- 4 - 1 7- 6 - 1 5 7- 8 - 1 1 8- 1 - 7 0- 4 - 1 7- 6 - 1 5 5.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [W:0-3-0,0-3-0], [AH:0-3-0,0-3-0], [AP: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 0.09 0.04 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) Z AA Z l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST9,ST8: 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 (6-0-0 max.): K-Q. 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 46-8-0. (lb) - Max Horz B=-137(LC 9) Max Uplift All uplift 100 lb or less at joint(s) B, AL, AM, AN, AP, AQ, AR, AS, AT, AU, AV, AK, AJ, AH, AF, AE, AD, AC, Z, AB except AG=-137(LC 9) Max Grav All reactions 250 lb or less at joint(s) B, AL, AM, AN, AO, AP, AQ, AR, AS, AT, AU, AK, AJ, AI, AH, AF, AE, AD, AC, Z except AV=306(LC 19), AG=613(LC 1), AB=306(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS T-AG=-585/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) B, AL, AM, AN, AP, AQ, AR, AS, AT, AU, AV, AK, AJ, AH, AF, AE, AD, AC, Z, AB except (jt=lb) AG=137. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 515 lb down and 115 lb up at 33-7-4 on top 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 18-091696T Truss A1GE Truss Type GABLE Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:03:55 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-Byt934TudAWDe?SCro9Hg8sEGI?neU5cWihVpgygOuo LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-K=-84, K-Q=-84, Q-AA=-84, B-Z=-14 Concentrated Loads (lb) Vert: T=-445 Job 18-091696T Truss A2 Truss Type Hip Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:03:57 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-7K?vUmV98omwtJcbyDBllZyOO6UW6ELv_0ActYygOum Scale = 1:82.3 0- 1 - 1 2 0- 1 - 1 2 T2 T3 T4 B1 W10 W7 W6 W3 W2 W1 W2 W4 W5 W8 W9 W11 T1 T5 B4B3B2AB C D E F G H I J K Q P O N M LRSTU 5x8 6x8 5x6 7x10 5x6 5x8 2x4 3x6 3x6 5x8 3x6 5x6 6x8 2x4 4x5 6-10-2 6-10-2 13-8-4 6-10-2 20-6-6 6-10-2 26-1-10 5-7-5 33-11-7 7-9-13 41-9-4 7-9-13 43-6-4 1-9-0 46-8-0 3-1-12 -1-0-0 1-0-0 6-10-2 6-10-2 13-8-4 6-10-2 20-6-6 6-10-2 26-1-10 5-7-5 31-11-3 5-9-9 37-8-11 5-9-9 46-8-0 8-11-5 47-8-0 1-0-0 0- 4 - 1 8- 8 - 1 5 8- 1 0 - 1 1 9- 3 - 7 0- 4 - 1 8- 8 - 1 5 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [C:0-4-0,0-3-0], [M:0-3-0,0-3-0], [N:0-4-0,0-3-0], [P: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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.79 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.46 0.17 0.16 (loc) P O-P L P l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 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* W10,W6,W5,W8,W9,W11: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-8 oc purlins, except 2-0-0 oc purlins (3-10-14 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-O, E-N, G-N, 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=2097/0-5-8 (min. 0-2-4), L=3353/0-5-8 (min. 0-3-9), J=-293/0-3-8 (min. 0-1-8) Max Horz B=157(LC 12) Max UpliftB=-417(LC 8), L=-579(LC 9), J=-395(LC 19) Max GravB=2097(LC 1), L=3353(LC 1), J=75(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4366/799, C-D=-3549/657, D-E=-2708/505, E-F=-2197/455, F-G=-2480/466, G-H=-2409/458, H-I=-270/1824, I-J=-181/1124 BOT CHORD B-Q=-808/3906, P-Q=-809/3902, P-R=-564/3178, O-R=-564/3178, O-S=-301/2385, N-S=-301/2385, N-T=-247/2268, T-U=-247/2268, M-U=-247/2268, L-M=-215/1484, J-L=-935/174 WEBS C-P=-803/267, D-P=-46/414, D-O=-1035/342, E-O=-172/758, E-N=-575/157, F-N=-88/455, G-N=-286/246, G-M=-528/125, H-M=-69/865, H-L=-4156/711, I-L=-740/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=417, L=579, J=395. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Special hanger(s) or other connection device(s) shall be provided starting at 31-11-3 from the left end to 41-11-3 sufficient to connect truss(es) (1 ply 2x4 DF) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 10) 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 18-091696T Truss A2 Truss Type Hip Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:03:57 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-7K?vUmV98omwtJcbyDBllZyOO6UW6ELv_0ActYygOum LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, E-F=-84, F-G=-84, I-K=-84, B-J=-14 Trapezoidal Loads (plf) Vert: G=-94(F=-10)-to-I=-144(F=-60) Job 18-091696T Truss A3 Truss Type Common Qty 4 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:03:59 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-4j7fvSWPgP0e6clz4eEDq_1iRvCNaAkCRKfjyRygOuk Scale = 1:77.8 T3 T4 B1 W9 W6 W5 W2 W1 W3 W4 W7 W8 W10 T1 T2 T5 B4B3B2 HW1 A B C D E F G H I J K P O N M L Q R S T 7x10 5x6 7x10 7x10 3x6 3x6 4x5 5x8 5x8 2x4 5x8 3x6 5x8 5x8 2x4 4x5 7-9-5 7-9-5 15-6-11 7-9-5 23-4-0 7-9-5 32-6-10 9-2-10 41-9-4 9-2-10 46-8-0 4-10-12 -1-0-0 1-0-0 7-9-5 7-9-5 15-6-11 7-9-5 23-4-0 7-9-5 29-5-12 6-1-12 35-7-8 6-1-12 41-9-4 6-1-12 46-8-0 4-10-12 47-8-0 1-0-0 0- 4 - 1 10 - 0 - 1 1 10 - 5 - 7 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-0-7,Edge], [B:0-1-6,Edge], [D:0-4-0,0-3-4], [L:0-3-8,0-2-8], [M:0-4-0,0-3-0], [N:0-4-0,0-3-0], [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 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.70 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.54 0.18 0.16 (loc) M-N M-N L O l/defl >999 >919 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 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,W5,W7,W10: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 3-9-6 BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-O, E-N, G-N, 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=2133/0-5-8 (min. 0-2-4), L=3232/0-5-8 (min. 0-3-7), J=-123/0-3-8 (min. 0-1-8) Max Horz B=179(LC 12) Max UpliftB=-441(LC 8), L=-612(LC 9), J=-247(LC 19) Max GravB=2133(LC 1), L=3232(LC 1), J=58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4345/825, C-D=-4228/840, D-E=-3440/678, E-F=-2456/499, F-G=-2421/526, G-H=-2704/547, H-I=-142/1092, I-Q=-206/1098, J-Q=-211/958 BOT CHORD B-P=-858/3903, O-P=-859/3900, O-R=-580/3060, N-R=-580/3060, N-S=-309/2433, S-T=-309/2433, M-T=-309/2433, L-M=-309/2197, J-L=-878/214 WEBS D-P=0/263, D-O=-925/303, E-O=-55/471, E-N=-1228/402, F-N=-232/1259, G-N=-659/273, H-M=0/358, H-L=-3857/623, I-L=-770/294 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=441, L=612, J=247. 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. 7) Special hanger(s) or other connection device(s) shall be provided starting at 29-5-12 from the left end to 43-5-12 sufficient to connect truss(es) (1 ply 2x4 DF) to front face of top chord. The design/selection of such special connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, F-G=-84, K-Q=-84, B-J=-14 Continued on page 2 Job 18-091696T Truss A3 Truss Type Common Qty 4 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:03:59 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-4j7fvSWPgP0e6clz4eEDq_1iRvCNaAkCRKfjyRygOuk LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: G=-94(F=-10)-to-Q=-144(F=-60) Job 18-091696T Truss A4 Truss Type Common Qty 2 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:00 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-Yvg26oX1Rj8VkmKAdMlSNBawYJYoJcvMg_OGUtygOuj Scale = 1:77.8 T3 T3 B1 W8 W5 W4 W1 W2 W3 W6 W7 T1 T2 T1 T2 B3B2B2B2AB C D E F G H I M L K JNOPQRS 7x10 5x6 7x10 5x6 5x8 6x8 5x8 5x8 6x8 7x10 4x5 9-2-5 9-2-5 18-4-10 9-2-5 27-6-15 9-2-5 36-9-4 9-2-5 46-8-0 9-10-12 -1-0-0 1-0-0 7-9-5 7-9-5 15-6-11 7-9-5 23-4-0 7-9-5 31-1-5 7-9-5 38-10-11 7-9-5 46-8-0 7-9-5 47-8-0 1-0-0 0- 4 - 1 10 - 0 - 1 1 10 - 5 - 7 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [C:0-4-0,Edge], [J:0-4-0,Edge], [K:0-4-0,0-3-0], [L:0-4-0,0-3-4], [M: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 0.82 0.69 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.41 0.10 0.15 (loc) L-M L-M J B-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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* W8,W4,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-K, F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1776/0-5-8 (min. 0-1-14), J=2853/0-5-8 (min. 0-3-1), H=117/0-3-8 (min. 0-1-8) Max Horz B=179(LC 8) Max UpliftB=-382(LC 8), J=-484(LC 9), H=-196(LC 19) Max GravB=1776(LC 1), J=2853(LC 1), H=331(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3497/710, C-D=-3234/729, D-E=-2100/515, E-F=-1315/330, F-G=-194/1277, G-H=-193/902 BOT CHORD B-M=-741/3105, M-N=-455/2220, N-O=-455/2220, L-O=-455/2220, L-P=-143/1279, P-Q=-143/1279, K-Q=-143/1279, K-R=-36/779, R-S=-36/779, J-S=-36/779, H-J=-711/210 WEBS C-M=-567/272, D-M=-249/938, D-L=-1027/405, E-L=-327/1192, E-K=-547/165, F-K=-85/752, F-J=-2819/496, G-J=-658/291 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=382, J=484, H=196. 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 18-091696T Truss A5 Truss Type Common Qty 10 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:02 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-UIooXUZHzKODz4UYlnnwScfGH7F?nWBe7ItNZmygOuh Scale = 1:77.7 T3 T3 B1 W8 W5 W4 W1 W2 W3 W6 W7T1 T2 T4 T2 B4B3B2B2AB C D E F G H L K J IMNOPQR 7x10 9x12 MT18HS 7x10 4x5 5x8 6x8 5x8 6x8 5x8 6x8 4x5 9-2-9 9-2-9 18-5-3 9-2-9 27-7-12 9-2-9 37-1-14 9-6-2 46-8-0 9-6-2 -1-0-0 1-0-0 7-9-5 7-9-5 15-6-11 7-9-5 23-4-0 7-9-5 31-1-5 7-9-5 38-10-11 7-9-5 46-8-0 7-9-5 0- 4 - 1 10 - 0 - 1 1 10 - 5 - 7 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [C:0-4-0,Edge], [G:0-4-0,Edge], [I:0-4-0,0-3-0], [J:0-4-0,Edge], [K:0-4-0,0-3-0], [L: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 0.80 0.51 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.03 0.11 (loc) K-L H-I J B-L l/defl >999 >747 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 214 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* W8,W4,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-4-6 oc bracing: B-L. WEBS 1 Row at midpt E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1111/0-5-8 (min. 0-1-8), J=3109/0-5-8 (min. 0-3-5), H=433/Mechanical Max Horz B=186(LC 12) Max UpliftB=-270(LC 8), J=-490(LC 8), H=-148(LC 9) Max GravB=1198(LC 19), J=3109(LC 1), H=624(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2052/428, C-D=-1785/445, D-E=-620/225, E-F=-138/1419, F-G=-584/498, G-H=-901/443 BOT CHORD B-L=-490/1780, L-M=-197/866, M-N=-197/866, K-N=-197/866, K-O=-295/284, O-P=-295/284, J-P=-295/284, J-Q=-701/227, Q-R=-701/227, I-R=-701/227, H-I=-383/728 WEBS C-L=-594/276, D-L=-254/973, D-K=-1037/407, E-K=-327/1194, E-J=-2247/465, F-J=-1069/411, F-I=-248/994, G-I=-639/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=270, J=490, H=148. 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 18-091696T Truss A6 Truss Type Hip Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:04 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-QgwYy9aYVxexDNexsBpOX1keHwyQFQsxbcMUdeygOuf Scale = 1:82.2 0- 1 - 1 2 0- 1 - 1 2 T2 T3 T4 B1 W10 W8 W6 W4 W2 W1 W3 W5 W7 W9T1 T5 B4B3B2AB C D E F G H I N M L K JOPQRS 5x8 5x8 4x5 5x6 2x4 3x6 5x8 6x8 6x8 3x6 5x8 5x8 4x5 6-10-2 6-10-2 13-8-4 6-10-2 20-6-6 6-10-2 26-1-10 5-7-5 27-7-12 1-6-2 37-1-14 9-6-2 46-8-0 9-6-2 -1-0-0 1-0-0 6-10-2 6-10-2 13-8-4 6-10-2 20-6-6 6-10-2 26-1-10 5-7-5 32-11-12 6-10-2 39-9-14 6-10-2 46-8-0 6-10-2 0- 4 - 1 8- 8 - 1 5 8- 1 0 - 1 1 9- 3 - 7 0- 4 - 1 8- 8 - 1 5 5.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [H:0-4-0,0-3-4], [J:0-4-0,0-3-0], [K:0-4-0,Edge], [M: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 0.64 0.45 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.25 0.04 0.08 (loc) J-K I-J K I-J l/defl >999 >909 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 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* W10,W6,W7,W9: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-L, E-L, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1107/0-5-8 (min. 0-1-8), K=3097/0-5-8 (min. 0-3-5), I=448/Mechanical Max Horz B=164(LC 12) Max UpliftB=-269(LC 8), K=-438(LC 9), I=-157(LC 9) Max GravB=1215(LC 19), K=3097(LC 1), I=624(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2173/432, C-D=-1309/283, D-E=-440/147, E-F=-305/159, F-G=-140/1360, G-H=-533/482, H-I=-967/403 BOT CHORD B-N=-479/1897, M-N=-480/1893, M-O=-226/1109, L-O=-226/1109, L-P=-807/310, P-Q=-807/310, K-Q=-807/310, K-R=-599/188, R-S=-599/188, J-S=-599/188, I-J=-347/803 WEBS C-M=-861/277, D-M=-51/433, D-L=-1076/350, E-L=-476/110, F-L=-329/1527, F-K=-2266/407, G-K=-1026/371, G-J=-147/745, H-J=-604/269 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=269, K=438, I=157. 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 18-091696T Truss A7GE Truss Type GABLE Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:06 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-N32JNrco1ZufShoJ_csscSp7KklxjW6E2wraiXygOud Scale = 1:82.2 0- 1 - 1 2 0- 1 - 1 2 T2 T3 T2 B1 ST9ST9ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2T1 T4 B1B2 ST1AB C D E F G H I J K L M N O P Q R S T U V W X Y Z AU AT AS AR AQ AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA 5x6 5x6 4x5 5x6 5x6 5x6 5x6 4x5 46-8-0 46-8-0 -1-0-0 1-0-0 17-8-12 17-8-12 28-11-4 11-2-8 46-8-0 17-8-12 0- 4 - 1 7- 6 - 1 5 7- 8 - 1 1 8- 1 - 7 0- 4 - 1 7- 6 - 1 5 5.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [W:0-3-0,0-3-0], [AG:0-3-0,0-3-0], [AO: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 0.10 0.06 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.01 (loc) A A Z l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 268 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST9,ST8: 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 (6-0-0 max.): K-Q. 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 46-8-0. (lb) - Max Horz B=144(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, AK, AL, AM, AO, AP, AQ, AR, AS, AT, AU, AJ, AI, AG, AF, AE, AD, AC, AB except AA=-107(LC 9) Max Grav All reactions 250 lb or less at joint(s) B, AK, AL, AM, AN, AO, AP, AQ, AR, AS, AT, AJ, AI, AH, AG, AF, AE, AD, AC, AB, Z except AU=306(LC 19), AA=334(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS Y-AA=-262/120 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) B, AK, AL, AM, AO, AP, AQ, AR, AS, AT, AU, AJ, AI, AG, AF, AE, AD, AC, AB except (jt=lb) AA=107. 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. 12) 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 18-091696T Truss B1GE Truss Type GABLE Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:09 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-nejR?tegKUHDJ9WuflPZE5Re?xmEwuvgku4FIsygOua Scale = 1:38.9 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 ST3ST3ST3 ST2 ST1 ST3 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 N3x4 5x6 6x8 6x8 3x4 21-5-0 21-5-0 -1-0-0 1-0-0 6-8-6 6-8-6 14-8-10 8-0-4 21-5-0 6-8-6 22-5-0 1-0-0 0- 4 - 5 4- 1 - 7 4- 3 - 3 4- 9 - 1 5 0- 4 - 5 4- 1 - 7 7.00 12 Plate Offsets (X,Y)-- [E:0-5-0,Edge], [I:0-5-0,Edge], [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 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, except 2-0-0 oc purlins (6-0-0 max.): E-I. 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 21-5-0. (lb) - Max Horz B=-117(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, R, 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, V, Q, P, O, L, N 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) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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) B, R, S, T, U, V, Q, P , O, L, N. 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. 12) 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 18-091696T Truss B2 Truss Type Hip Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:10 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-FqHqCDfI4nP4xI55DSwonI_nVL1jfJUqzYporIygOuZ Scale = 1:38.9 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 W3 W2 W1 W2 W3 B2 A B C D E F G H J I 5x6 5x8 3x6 5x6 3x8 1.5x4 1.5x4 3x6 8-8-6 8-8-6 12-8-10 4-0-4 21-5-0 8-8-6 -1-0-0 1-0-0 4-4-3 4-4-3 8-8-6 4-4-3 12-8-10 4-0-4 17-0-13 4-4-3 21-5-0 4-4-3 22-5-0 1-0-0 0- 4 - 5 5- 3 - 7 5- 5 - 3 5- 1 1 - 1 5 0- 4 - 5 5- 3 - 7 7.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [E:0-4-0,0-1-11], [G:0-6-0,0-0-6], [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 0.21 0.33 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.04 0.03 (loc) G-I G-I G B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 100 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-0-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D-E. 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=1138/0-3-8 (min. 0-1-8), G=1138/0-3-8 (min. 0-1-8) Max Horz B=-147(LC 6) Max UpliftB=-210(LC 8), G=-210(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1657/294, C-D=-1325/214, D-E=-1056/226, E-F=-1325/214, F-G=-1657/294 BOT CHORD B-J=-271/1365, I-J=-62/1055, G-I=-172/1365 WEBS C-J=-357/199, D-J=-35/264, E-I=-48/268, F-I=-357/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=210, G=210. 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) 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 18-091696T Truss B3GRD Truss Type Hip Girder Qty 1 Ply 2 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:14 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-8cXK2aip80vWQwPsSI?kx89QpyMLb2ZPuAn0_3ygOuV Scale = 1:38.8 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 B2 A B C D E F J I H GK L M N O P Q R S T 3x8 5x8 5x6 3x8 3x6 3x8 3x6 7x10 3x6 3x8 4-10-11 4-10-11 9-9-6 4-10-11 11-7-10 1-10-4 16-6-5 4-10-11 21-5-0 4-10-11 4-10-11 4-10-11 9-9-6 4-10-11 11-7-10 1-10-4 16-6-5 4-10-11 21-5-0 4-10-11 0- 4 - 5 5- 1 1 - 1 6- 0 - 1 2 0- 4 - 5 5- 1 1 - 1 7.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-1-11], [F:0-2-3,0-1-8], [H: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 0.32 0.54 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.17 0.06 0.06 (loc) I-J I-J F I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 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 5-0-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): C-D. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=4532/0-3-8 (min. 0-2-7), F=4254/0-3-8 (min. 0-2-4) Max Horz A=146(LC 31) Max UpliftA=-1081(LC 8), F=-1021(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-6935/1635, B-C=-4954/1182, C-D=-4198/1069, D-E=-5039/1203, E-F=-7253/1724 BOT CHORD A-K=-1445/5911, K-L=-1445/5911, L-M=-1445/5911, J-M=-1445/5911, J-N=-1445/5911, N-O=-1445/5911, I-O=-1445/5911, I-P=-925/4152, H-P=-925/4152, H-Q=-1423/6183, Q-R=-1423/6183, G-R=-1423/6183, G-S=-1423/6183, S-T=-1423/6183, F-T=-1423/6183 WEBS B-J=-373/1661, B-I=-1996/589, C-I=-518/2027, C-H=-196/317, D-H=-552/2162, E-H=-2234/658, E-G=-448/1925 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: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) A=1081, F=1021. 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 615 lb down and 158 lb up at 0-5-12, 610 lb down and 162 lb up at 2-5-12, 610 lb down and 162 lb up at 4-5-12, 610 lb down and 162 lb up at 6-5-12, 610 lb down and 162 lb up at 8-5-12, 610 lb down and 162 lb up at 10-5-12, 610 lb down and 162 lb up at 12-5-12, 610 lb down and 162 lb up at 14-5-12, 610 lb down and 162 lb up at 16-5-12, and 610 lb down and 162 lb up at 17-4-4, and 610 lb down and 171 lb up at 19-4-4 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 18-091696T Truss B3GRD Truss Type Hip Girder Qty 1 Ply 2 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:14 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-8cXK2aip80vWQwPsSI?kx89QpyMLb2ZPuAn0_3ygOuV 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-D=-84, D-F=-84, A-F=-14 Concentrated Loads (lb) Vert: G=-610(B) K=-615(B) L=-610(B) M=-610(B) N=-610(B) O=-610(B) P=-610(B) Q=-610(B) R=-610(B) S=-610(B) T=-610(B) Job 18-091696T Truss C1GE Truss Type Hip Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:16 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-4_e5TGk3gd9EfDZEZj1C0ZEqEm9t33_iLUG62yygOuT Scale = 1:21.2 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 ST1ST1 ST1 A B C D E F G H I L K J 3x4 3x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-0-0 9-0-0 -1-0-0 1-0-0 2-2-9 2-2-9 6-9-7 4-6-13 9-0-0 2-2-9 10-0-0 1-0-0 0- 4 - 5 1- 6 - 1 1- 7 - 1 3 2- 2 - 9 0- 4 - 5 1- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge], [G: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-SH 0.07 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 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, except 2-0-0 oc purlins (6-0-0 max.): C-G. 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 9-0-0. (lb) - Max Horz B=48(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, H, K, L, J Max Grav All reactions 250 lb or less at joint(s) B, H, K, L, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, K, L, J. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 18-091696T Truss C2 Truss Type Hip Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:17 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-YACTgckhRxH5HN8R7QYRZnnzFAUhoW5sa80gbOygOuS Scale = 1:21.2 0- 1 - 1 2 0- 1 - 1 2 T1 T2 T1 B1 W1 W1 A B C D E F G 5x6 5x6 3x4 3x4 3x4 4-2-9 4-2-9 4-6-0 0-3-7 4-9-7 0-3-7 9-0-0 4-2-9 -1-0-0 1-0-0 4-2-9 4-2-9 4-9-7 0-6-13 9-0-0 4-2-9 10-0-0 1-0-0 0- 4 - 5 2- 8 - 1 2- 9 - 1 3 3- 4 - 9 0- 4 - 5 2- 8 - 1 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 0.24 0.12 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-G E-G E G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): C-D. 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=529/0-3-8 (min. 0-1-8), E=529/0-3-8 (min. 0-1-8) Max Horz B=-79(LC 6) Max UpliftB=-111(LC 8), E=-111(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-515/67, C-D=-364/78, D-E=-515/66 BOT CHORD B-G=-16/360, E-G=-11/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=111, E=111. 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) 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 18-091696T Truss C3 Truss Type Common Qty 4 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:19 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-UZKD5ImyzYXpWhHpFraveCsI0zAAGP591RVmfGygOuQ Scale = 1:20.6 T1 T1 B1 W1 A B C D E F 4x5 2x4 2x4 1.5x4 4-6-0 4-6-0 9-0-0 4-6-0 -1-0-0 1-0-0 4-6-0 4-6-0 9-0-0 4-6-0 10-0-0 1-0-0 0- 4 - 5 2- 1 1 - 1 3 3- 6 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-0-2], [D:0-4-0,0-0-2] 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 0.29 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) D-F D-F D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 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.(lb/size)B=529/0-3-8 (min. 0-1-8), D=529/0-3-8 (min. 0-1-8) Max Horz B=85(LC 7) Max UpliftB=-112(LC 8), D=-112(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-495/69, C-D=-495/69 BOT CHORD B-F=-10/334, D-F=-10/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=112, D=112. 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 18-091696T Truss LG1 Truss Type GABLE Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:20 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-ylucJdnaksfg8rs0oY68BPPWANXE?sBIG5EKBjygOuP Scale = 1:36.6 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-10-12 9-10-12 4-11-6 4-11-6 9-10-12 4-11-6 5- 8 - 1 2 13.89 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 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-10-12. (lb) - Max Horz A=-146(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-224(LC 8), F=-224(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=312(LC 15), F=311(LC 16) 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) 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) A, E except (jt=lb) H=224, F=224. 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 18-091696T Truss LG2 Truss Type GABLE Qty 2 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:22 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-v80MjJoqGTvNN80Owz8cGqUtsBC2TlzbkPjRGbygOuN Scale = 1:33.7 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G L K J I H3x4 4x5 3x4 13-10-0 13-10-0 6-11-0 6-11-0 13-10-0 6-11-0 5- 8 - 1 0 9.92 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 0.06 0.04 0.07 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 Weight: 63 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 13-10-0. (lb) - Max Horz A=-141(LC 6) Max Uplift All uplift 100 lb or less at joint(s) A, G, K, I except L=-138(LC 8), H=-138(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, G, J, K, I except L=261(LC 15), H=262(LC 16) 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, G, K, I except (jt=lb) L=138, H=138. 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 18-091696T Truss LG3 Truss Type GABLE Qty 1 Ply 1 SF10AB8 SYDNEY B W/DORMER Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Sep 6 08:04:23 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-NKZkxfpS1n1E?IbaUhfro212paYfCCDky3T_o2ygOuM Scale = 1:24.7 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-5-5 6-5-5 3-2-10 3-2-10 6-5-5 3-2-10 3- 8 - 1 2 13.89 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 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 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 6-5-5. (lb) - Max Horz A=-92(LC 6) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-161(LC 8), F=-161(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F 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) 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) A, E except (jt=lb) H=161, F=161. 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