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HomeMy WebLinkAboutTRUSS - 19-00055 - 838 S 2275 W - New SFRJob 19-021507T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:24 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-i_RWl?jAPxrC72MeSc?QsKC9sG0CnDV3lpGP54znYSn Scale = 1:78.2 T2 T3 T2 B1 ST10ST10ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 T1 T1 B1B2 ST1 A B C D E F G H I J K L M N O P Q R 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 45-6-0 45-6-0 -1-0-0 1-0-0 19-11-8 19-11-8 25-6-8 5-7-1 45-6-0 19-11-8 46-6-0 1-0-0 0- 4 - 5 12 - 0 - 0 0- 4 - 5 12 - 0 - 0 7.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-3-0], [L:0-3-0,0-0-4], [P:0-3-0,0-0-4], [U: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 0.08 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.02 (loc) AA Z Z l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 330 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST5,ST4,ST3,ST2,ST1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): L-P. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt N-AL, M-AM, K-AN, J-AO, I-AP, O-AK, Q-AJ, R-AI, S-AH MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 45-6-0. (lb) - Max Horz B=-321(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, AL, AM, AN, AO, AP, AQ, AR, AS, AT, AU, AV, AK, AJ, AI, AH, AG, AF, AE, AD, AC, Z, AB Max Grav All reactions 250 lb or less at joint(s) B, AL, AM, AN, AO, AP, AQ, AR, AS, AT, AU, AV, AK, AJ, AI, AH, AG, AF, AE, AD, AC, Z, AB FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-299/247, J-K=-123/282, K-L=-102/275, L-M=-66/264, M-N=-66/264, N-O=-66/264, O-P=-66/264, P-Q=-98/271, Q-R=-93/255 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, AO, AP, AQ, AR, AS, AT, AU, AV, AK, AJ, AI, AH, AG, AF, AE, AD, AC, Z, AB. 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 19-021507T Truss A2 Truss Type Piggyback Base Qty 6 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:26 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-eNZHAhkQxZ6wNMW0Z11uxlHNv4YbF?ILC7lV9zznYSl Scale = 1:83.5 T2 T3 T4 T5 W13 T6 B2 B2 B4 W1 W2 W3 W4 W5 W7 W8 W9 W10 W12 W11T1B1B3 W6 A B C D E F G H I J K L M N S R Q P O T U 5x6 5x6 5x6 2x4 2x4 5x8 6x12 7x10 5x8 4x5 5x6 3x6 4x5 3x6 7x10 5x6 10-1-8 10-1-8 20-3-0 10-1-8 25-6-8 5-3-8 30-0-15 4-6-7 40-0-8 9-11-9 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 30-0-15 4-6-7 35-0-12 4-11-12 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 9- 4 - 4 12 - 0 - 0 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], [Q:0-4-8,Edge], [S: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 -0.60 0.41 0.20 (loc) R-S R-S P S l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 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* W13: 2x6 DF 1800F 1.6E or 2x6 DF SS W5,W9,W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F BRACING- TOP CHORD Sheathed or 2-8-6 oc purlins, except 2-0-0 oc purlins (4-2-15 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt H-P, F-Q 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=207(LC 8) Max UpliftP=-352(LC 9), B=-254(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3928/848, C-D=-3539/726, D-E=-2491/448, E-F=-2105/432, F-G=-1754/314, G-H=-1513/240, L-T=-84/303, M-T=-89/294 BOT CHORD B-S=-899/3416, R-S=-644/2894, Q-R=-196/1588, P-Q=-87/798, O-U=-255/113, M-U=-255/113 WEBS C-S=-313/208, D-S=-84/411, D-R=-741/322, E-R=-128/878, F-R=-192/895, G-Q=-742/198, H-Q=-113/986, H-P=-1701/248, I-P=-515/184, I-L=-116/373, F-Q=-276/51 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=352, B=254. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-021507T Truss A2A Truss Type Piggyback Base Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:28 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-alh1bNmgTAMecggPhS4M1AMjLtEUjrGegREcEsznYSj Scale = 1:80.5 T2 T3 T4 T5 W17 T6 B3 B4 B6 W7 W8 W9 W11 W12 W13 W14 W16 W15 T1 B1 B5 W10 W4 B2 W6W5 W3 W2W1 A B C D E F G H I J K L M NO T S R Q P W V U X Y 5x6 5x6 5x6 5x6 2x4 2x4 5x6 6x12 7x10 5x8 4x5 4x5 3x6 7x10 5x6 2x4 2x4 6x12 8x12 5x8 1- 0 - 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 30-0-15 4-6-7 40-0-8 9-11-9 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 30-0-15 4-6-7 35-0-12 4-11-12 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 9- 4 - 4 12 - 0 - 0 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], [R:0-4-8,Edge], [U:0-2-8,0-4-4], [W: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 -0.72 0.53 0.28 (loc) U U Q U l/defl >938 >670 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 271 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* W17: 2x6 DF 1800F 1.6E or 2x6 DF SS W9,W13,W10,W5,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 BRACING- TOP CHORD Sheathed or 2-7-15 oc purlins, except 2-0-0 oc purlins (4-2-10 max.): F-G. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt I-Q, G-R 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=207(LC 8) Max UpliftQ=-352(LC 9), B=-254(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3942/827, C-D=-4867/1042, D-E=-4883/1112, E-F=-2456/455, F-G=-2098/431, G-H=-1753/313, H-I=-1513/241, M-X=-84/303, N-X=-89/294 BOT CHORD S-T=-561/2741, R-S=-197/1587, Q-R=-87/798, P-Y=-255/113, N-Y=-255/113, B-W=-877/3416, T-U=-530/2605 WEBS E-S=-654/268, F-S=-148/912, G-S=-190/886, H-R=-740/197, I-R=-113/986, I-Q=-1702/248, J-Q=-515/184, J-M=-116/373, G-R=-275/54, E-T=-734/183, E-U=-673/2551, C-U=-95/841, U-W=-910/3533, C-W=-684/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) Q=352, B=254. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-021507T Truss A3 Truss Type ROOF SPECIAL Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:30 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-X8pn02nw?ncMrzqnot6q6bR?ThuDBngx7ljjJkznYSh Scale = 1:79.1 T2 T3 T4 B3 B4 B6 W7 W8 W9 W10 W11 W12 W13 HW1T1 T5 B1 B5 B2W4 W1 W6W5 W3 W2 A B C D E F G H I J K L M Q P O N T S R 5x8 5x6 5x6 5x6 5x12 MT20HS 5x8 5x12 MT20HS 4x5 7x10 2x4 5x8 10x16 4x8 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 32-3-8 6-9-0 40-0-8 7-9-0 45-6-0 5-5-8 46-6-0 1-0-0 0- 4 - 5 12 - 0 - 0 0- 4 - 5 5- 9 - 4 12 - 0 - 0 7.00 12 3.50 12 Plate Offsets (X,Y)-- [B:0-5-14,Edge], [B:2-4-15,0-2-0], [B:0-11-10,Edge], [D:0-2-12,0-3-4], [F:0-5-8,0-1-12], [G:0-3-0,0-2-5], [H:0-3-0,0-2-5], [J:0-3-0,Edge], [N:0-9-8,0-2-12], [P:0-2-8,0-3-4], [Q:0-6-0,0-1-14], [R: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 0.37 (loc) R R N R 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* W9,W10,W12,W4,W5,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 3-11-8 BRACING- TOP CHORD Sheathed or 1-11-0 oc purlins, except 2-0-0 oc purlins (3-1-0 max.): G-H. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt H-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)N=2624/0-5-8 (min. 0-2-13), B=2010/0-5-8 (min. 0-2-0) Max Horz B=-321(LC 6) Max UpliftN=-478(LC 9), B=-390(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5714/1120, C-D=-5508/1139, D-E=-7236/1415, E-F=-7299/1518, F-G=-3652/611, G-H=-3119/583, H-I=-2633/451, I-J=-2614/407, J-K=-2912/390, K-L=-148/689 BOT CHORD P-Q=-678/4082, O-P=-171/2355, N-O=-618/235, L-N=-470/191, B-T=-1119/4961, S-T=-62/285, Q-R=-639/3880 WEBS F-P=-980/401, G-P=-188/1357, H-P=-231/1329, H-O=-410/275, I-O=-573/323, K-O=-288/2951, K-N=-2341/472, E-R=-313/140, D-T=-1115/312, F-Q=-1092/229, F-R=-900/3829, D-R=-120/1378, R-T=-1165/5158 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=478, B=390. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 19-021507T Truss A4 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:31 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-?KNADOoZm5kDT7O_Mbd3eo_CH5I6wJT4MPSGrBznYSg Scale = 1:71.6 T2 W3 B1 B2 B3 W1 W2 BL1 T1 A B C D E H G F I J 6x8 5x6 7x10 3x6 3x4 3x4 5x8 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 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], [D:0-3-12,0-3-4] 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 0.65 0.47 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 -0.04 -0.02 (loc) F-G F-G J F-G 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 D-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)H=1635/0-5-8 (min. 0-1-12), J=413/0-3-8 (min. 0-1-8) Max Horz H=498(LC 8) Max UpliftH=-203(LC 8), J=-305(LC 8) Max Grav H=1635(LC 1), J=470(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-184/887, C-D=-68/923, F-I=-181/258, E-I=-181/258 BOT CHORD B-H=-623/244, G-H=-1567/214, C-G=-566/311, F-G=-322/274 WEBS D-G=-1265/68, D-F=-220/311, E-J=-471/305 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) J considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=203, J=305. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss A5 Truss Type Jack-Closed Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:32 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-TXwYQkpBXPs45HzAwI8IB0XRHVevfohEb2CqNdznYSf Scale = 1:57.9 T1 W4 B1 B2 B3 W1 W3 W2 BL1 A B C D H G F E I J 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* W2: 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=311(LC 8) Max Uplift All uplift 100 lb or less at joint(s) H, G, F except J=-289(LC 8) Max Grav All reactions 250 lb or less at joint(s) H, G, G except F=666(LC 1), J=468(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD E-I=-205/321, D-I=-205/321 BOT CHORD G-H=-301/110, B-F=-376/212, E-F=-268/305 WEBS C-E=-291/279, C-F=-371/0, D-J=-469/290 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss 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, G, F except (jt=lb) J=289. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:34 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-Pv2IrQqR306oKb7Z1jAmGRcsdIQk7kQX2MhwSVznYSd Scale = 1:49.3 T2 T3 W1 B1 ST11ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 HW1 T1 B2 ST12 A B C D E F G H I J K L M N O AB AA Z Y X W V U T S R Q P3x4 3x8 4x5 5x6 5x6 25-6-8 25-6-8 -1-0-0 1-0-0 22-9-0 22-9-0 25-6-8 2-9-8 0- 6 - 1 5 8- 1 - 1 5 6- 6 - 6 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-6], [B:0-3-4,Edge], [G:0-3-0,0-3-0], [M:0-2-15,0-2-4], [V:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.03 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 155 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 25-6-8. (lb) - Max Horz B=288(LC 4) Max Uplift All uplift 100 lb or less at joint(s) P, R, S, T, U, V, W, X, Y, Z, AA, Q except AB=-102(LC 8) Max Grav All reactions 250 lb or less at joint(s) P, B, R, S, T, U, V, W, X, Y, Z, AA, AB, Q FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-286/43 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, R, S, T, U, V, W, X, Y, Z, AA, Q except (jt=lb) AB=102. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss B2 Truss Type Roof Special Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:35 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-t6cg3mr3qKEeykilbQi?pe9sbicBs5?gH0QU_yznYSc Scale: 1/4"=1' T2 T3 B1 W1 W2 W3 W4 HW1 W6 W5 T1 B2A B C D E F J I H G K L 7x10 6x8 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 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:0-6-6,0-3-0] 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 0.65 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.06 0.14 (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* W1,W3,W6: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-4 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=288(LC 4) Max UpliftB=-320(LC 4), G=-297(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2664/526, C-D=-1417/272, D-E=-1392/375 BOT CHORD B-J=-705/2390, I-J=-706/2385, H-I=-706/2385, H-K=-102/372, K-L=-102/372, G-L=-102/372 WEBS C-J=0/302, C-H=-1232/387, D-H=-632/279, E-H=-412/1465, E-G=-1141/324 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=320, G=297. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss B3 Truss Type Roof Special Qty 11 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:37 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-qUkRUStJMxUMB2s8irkTu3ED8WImKvZzkKvb2qznYSa Scale = 1:49.8 T2 T3 B1 W1 W2 W3 W4 HW1 W6 W5 T1 B2A B C D E F G K J I HLMN 3x6 3x4 6x8 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 4- 5 - 1 4 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-0-6,0-0-2], [B:0-7-12,0-0-4], [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 0.14 (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* W1,W3,W6: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-0 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=241(LC 4) Max UpliftB=-366(LC 4), H=-273(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3157/682, C-D=-2772/619, D-E=-2588/621, E-F=-1480/350, G-H=-284/146 BOT CHORD B-K=-809/2859, K-L=-525/1954, J-L=-525/1954, I-J=-525/1954, I-M=-193/882, M-N=-193/882, H-N=-193/882 WEBS C-K=-523/252, E-K=-178/813, E-I=-1075/387, F-I=-234/1073, F-H=-1367/311 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=366, H=273. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss B4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:38 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-IgIphoty6FcDpCRKGZFiRHnYcvng3YP6z_f8bHznYSZ Scale = 1:50.4 T2 T3 W1 B1 ST11ST10 ST9 ST8 ST7ST6ST5 ST4 ST3 ST2 ST1 ST12 ST13 HW1 T1 B2AB C D E F G H I J K L M N O P AD AC AB AA Z Y X W V U T S R Q3x4 3x8 4x5 5x6 5x6 29-0-8 29-0-8 -1-0-0 1-0-0 22-9-0 22-9-0 29-0-8 6-3-8 0- 6 - 1 5 8- 1 - 1 5 4- 5 - 1 4 4.00 12 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-6], [B:0-3-4,Edge], [G:0-3-0,0-3-0], [M:0-2-15,0-2-4], [X:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.03 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A Q l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-0-8. (lb) - Max Horz B=241(LC 4) Max Uplift All uplift 100 lb or less at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R Max Grav All reactions 250 lb or less at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Q, B, T, U, V, W, X, Y, Z, AA, AB, AC, AD, S, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:40 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-E3PZ6TvCessx2WbiO_HAWisuzjT3XTiPQI8Ff9znYSX Scale = 1:43.0 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N 4x5 3x4 5x6 3x4 21-11-8 21-11-8 -1-0-0 1-0-0 10-11-12 10-11-12 21-11-8 10-11-12 22-11-8 1-0-0 0- 4 - 5 6- 9 - 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) L L L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-11-8. (lb) - Max Horz B=-184(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, Q, P, O, L except V=-105(LC 8), N=-105(LC 9) Max Grav All reactions 250 lb or less at joint(s) B, R, S, T, U, Q, P, O, L except V=269(LC 19), N=269(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, S, T, U, Q, P, O, L except (jt=lb) V=105, N=105. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:41 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-iFzyJpwqPA_ogf9vxhoP2vP?K7l0GvlZfytoBbznYSW Scale = 1:42.0 T1 T1 B1 W2 W1 W2 W1 B2 A B C D E F G I HJK 4x5 3x4 5x6 1.5x4 3x4 1.5x4 3x4 7-3-13 7-3-13 14-7-11 7-3-13 21-11-8 7-3-13 -1-0-0 1-0-0 5-5-14 5-5-14 10-11-12 5-5-14 16-5-10 5-5-14 21-11-8 5-5-14 22-11-8 1-0-0 0- 4 - 5 6- 9 - 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-2-4,0-1-8], [F:0-2-4,0-1-8], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.30 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.04 0.04 (loc) H-I H-I F B-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1164/0-3-8 (min. 0-1-8), F=1164/0-3-8 (min. 0-1-8) Max Horz B=-184(LC 6) Max UpliftB=-228(LC 8), F=-228(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1702/303, C-D=-1473/326, D-E=-1473/327, E-F=-1702/303 BOT CHORD B-I=-292/1370, I-J=-90/896, J-K=-90/896, H-K=-90/896, F-H=-169/1370 WEBS D-H=-166/585, E-H=-429/236, D-I=-166/585, C-I=-429/236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=228, F=228. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss C3 Truss Type Common Qty 1 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:42 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-ASXKX9xSAT7fIpk5VOKeb7xAyX4n?MyiucdMk2znYSV Scale = 1:40.8 T1 T1 B1 W2 W1 W2 W1 B2 A B C D E G FHI 3x4 4x5 3x4 5x6 1.5x4 3x4 1.5x4 7-3-13 7-3-13 14-7-11 7-3-13 21-11-8 7-3-13 5-5-14 5-5-14 10-11-12 5-5-14 16-5-10 5-5-14 21-11-8 5-5-14 0- 4 - 5 6- 9 - 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-2-4,0-1-8], [E:0-2-4,0-1-8], [F:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.33 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.04 0.05 (loc) F-G F-G E A-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1062/0-3-8 (min. 0-1-8), E=1062/0-3-8 (min. 0-1-8) Max Horz A=-168(LC 4) Max UpliftA=-195(LC 8), E=-195(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1723/310, B-C=-1493/334, C-D=-1493/334, D-E=-1723/310 BOT CHORD A-G=-310/1391, G-H=-103/906, H-I=-103/906, F-I=-103/906, E-F=-196/1391 WEBS C-F=-172/598, D-F=-437/239, C-G=-172/597, B-G=-437/239 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=195, E=195. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss C4 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:44 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-6qf4yryji5NNX7uUdpM6gY1WdKihT4R?Lw6SowznYST Scale = 1:41.1 T1 T1 B1 W3 W2 W1W2W1 B1 A B C D E H G FIJKLMNOP Q R 3x8 4x5 3x8 7x10 3x6 3x8 3x6 3x8 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 G-H 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=-166(LC 4) Max UpliftA=-300(LC 8), E=-299(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-6863/481, B-C=-4600/369, C-D=-4600/369, D-E=-6853/481 BOT CHORD A-I=-456/5844, I-J=-456/5844, H-J=-456/5844, H-K=-456/5844, K-L=-456/5844, L-M=-456/5844, G-M=-456/5844, G-N=-344/5834, N-O=-344/5834, O-P=-344/5834, F-P=-344/5834, F-Q=-344/5834, Q-R=-344/5834, E-R=-344/5834 WEBS C-G=-231/4080, D-G=-2292/299, D-F=-27/1828, B-G=-2303/299, B-H=-27/1838 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; 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=300, E=299. 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 19-021507T Truss C4 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:44 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-6qf4yryji5NNX7uUdpM6gY1WdKihT4R?Lw6SowznYST 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 19-021507T Truss D1 Truss Type GABLE Qty 2 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:45 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-b1DS9BzLTOVE9HTgAXtLDlZhfk4eCj08aar0KNznYSS Scale = 1:53.4 W1 T1 W2 B1 ST6 ST5 ST4 ST3 ST2 ST1 A B C D E F G H P O N M L K J I 3x6 3x6 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 0.39 0.18 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* W2: 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=305(LC 8) Max Uplift All uplift 100 lb or less at joint(s) I, J, K, L, M, N except P=-355(LC 6), O=-943(LC 8) Max Grav All reactions 250 lb or less at joint(s) I, J, K, L, M, N except P=1002(LC 8), O=396(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-P=-538/190, A-B=-533/196, B-C=-298/114 WEBS B-O=-234/459 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) 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=355, O=943. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-021507T Truss D2 Truss Type Jack-Closed Qty 10 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:46 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-3DnrNX_zEid5mR2skEOalz6pz8TZxAMIpEbZtpznYSR Scale = 1:56.3 W1 T1 W5 B1 W2 W3 W4 A B C F E DG 1.5x4 5x6 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 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 -0.01 0.01 (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* W5,W4: 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=307(LC 8) Max UpliftF=-17(LC 8), D=-293(LC 8) Max Grav F=633(LC 1), D=667(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-F=-592/38, A-B=-614/0 BOT CHORD E-F=-330/144, E-G=-222/471, D-G=-222/471 WEBS A-E=0/385, B-D=-615/292 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) D=293. 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 19-021507T Truss PB1 Truss Type Piggyback Qty 9 Ply 1 KARTCHNER SF1B8 DAVENPORT Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Thu Feb 7 10:07:47 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCqRAkoOBRQTPqzkbO3-XPKDas_b?0lyOad3IyvpIAf5YYregfFR1uK6PFznYSQ Scale = 1:11.9 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=38(LC 7) Max UpliftB=-50(LC 8), D=-50(LC 9) 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) 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