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1753 E. Park Terr RES20-0114 14 of 15 truss engineering_1612 =4x6 =2x4 =4x6 =5x8 =4x6 =3x10 =2x4 =5x8 =4x6 =2x4 =4x6 12 1 22 21 20 29 19 18 30 17 31 16 32 15 14 13 11 28 23 10293 272484 752625 6 T2 T1 T3 T2 T4 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W1 2-0-8 56-6-8 6-4-8 27-2-0 6-4-8 33-6-8 6-9-13 47-2-3 6-9-13 13-11-11 6-9-13 40-4-5 6-9-13 20-9-8 7-1-13 7-1-13 7-3-13 54-6-0 6-2-12 33-4-12 6-2-12 27-2-0 6-9-13 47-2-3 6-9-13 13-11-11 6-11-9 40-4-5 6-11-9 20-11-4 7-1-13 7-1-13 7-3-13 54-6-011-9-150-5-70-4-710-10-3Scale = 1:94.5 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.27 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.53 16-17 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.65 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 336 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS *Except* T3:2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-9-1 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 11=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-282 (LC 13) Max Uplift 1=-505 (LC 12), 11=-585 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-4179/1191, 2-23=-4022/1213, 2-3=-3641/1115, 3-24=-3564/1143, 4-24=-3503/1148, 4-5=-3074/1072, 5-25=-2845/1086, 6-25=-2845/1086, 6-26=-2845/1086, 7-26=-2845/1086, 7-8=-3075/1089, 8-27=-3506/1161, 9-27=-3568/1157, 9-10=-3643/1129,10-28=-4096/1181, 11-28=-4191/1159BOT CHORD 1-22=-934/3634, 21-22=-934/3634, 20-21=-738/3188, 20-29=-738/3188,19-29=-738/3188, 18-19=-486/2684, 18-30=-486/2684, 17-30=-486/2684, 17-31=-521/2685, 16-31=-521/2685, 16-32=-772/3192, 15-32=-772/3192, 14-15=-772/3192, 13-14=-920/3627, 11-13=-920/3627 WEBS 2-22=0/301, 2-21=-546/317, 4-21=-68/465, 4-19=-776/426, 5-19=-225/775, 5-17=-224/504, 6-17=-423/292, 7-17=-226/502, 7-16=-223/777, 8-16=-778/422, 8-14=-60/470, 10-14=-534/298, 10-13=0/297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-2, Interior (1) 5-9-2 to 20-11-8, Exterior (2) 20-11-8 to 28-8-0, Interior (1) 28-8-0 to 33-8-8, Exterior (2) 33-8-8 to 41-5-0, Interior (1) 41-5-0 to 56-9-5 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces.8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A1 12Piggyback Base Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:17 Page: 1 ID:x9hDu0WDud8W3eyik?ANs3zWq?C-Bisu92T7zRnBbox0Nh2vYlu0uCcScsmnBvCQvNzVrFv I I I 612 =4x6 =2x4 =4x6 =5x8 =4x6 =3x10 =2x4 =5x8 =4x6 =2x4 =4x6 1 21 20 19 28 18 17 29 16 30 15 31 14 13 12 11 2722 2 1039 262348 5 725246 T2 T1 T3 T2 T4 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W1 6-4-8 27-2-0 6-4-8 33-6-8 6-9-13 47-2-3 6-9-13 13-11-11 6-9-13 40-4-5 6-9-13 20-9-8 7-1-13 7-1-13 7-3-13 54-6-0 6-2-1233-4-126-2-1227-2-0 6-9-1347-2-36-9-1313-11-11 6-11-940-4-56-11-920-11-47-1-137-1-13 7-3-1354-6-00-5-70-4-710-10-3Scale = 1:89.5 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.27 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.53 15-16 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.66 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 332 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS *Except* T3:2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-9-1 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-11-5 oc bracing. WEBS 1 Row at midpt 4-18, 6-16, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2165/0-3-8, (min. 0-2-3), 11=2165/0-5-8, (min. 0-2-3) Max Horiz 1=238 (LC 12) Max Uplift 1=-505 (LC 12), 11=-506 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-4186/1194, 2-22=-4028/1216, 2-3=-3646/1134, 3-23=-3569/1162, 4-23=-3509/1167, 4-5=-3079/1092, 5-24=-2852/1089, 6-24=-2851/1089, 6-25=-2851/1089, 7-25=-2852/1089, 7-8=-3084/1093, 8-26=-3522/1171, 9-26=-3583/1166, 9-10=-3660/1138,10-27=-4060/1224, 11-27=-4218/1202BOT CHORD 1-21=-982/3640, 20-21=-982/3640, 19-20=-826/3193, 19-28=-826/3193,18-28=-826/3193, 17-18=-574/2689, 17-29=-574/2689, 16-29=-574/2689, 16-30=-559/2693, 15-30=-559/2693, 15-31=-812/3204, 14-31=-812/3204, 13-14=-812/3204, 12-13=-976/3677, 11-12=-976/3677 WEBS 2-21=0/301, 2-20=-546/317, 4-20=-68/465, 4-18=-775/426, 5-18=-225/775, 5-16=-225/507, 6-16=-422/291, 7-16=-225/501, 7-15=-227/782, 8-15=-786/428, 8-13=-71/475, 10-13=-573/325, 10-12=0/303 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-2, Interior (1) 5-9-2 to 20-11-8, Exterior (2) 20-11-8 to 28-8-0, Interior (1) 28-8-0 to 33-8-8, Exterior (2) 33-8-8 to 41-5-0, Interior (1) 41-5-0 to 54-5-4 zone; cantilever left and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 11.This connection is for uplift only and does not consider lateral forces.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 Truss Truss Type Qty Ply 2315 A2 11Piggyback Base Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:18 Page: 1 ID:EVctMPbcEn0XPi_3ezo0eYzWq?5-74zeakVNV21vq65PU54NdAzLg0Hp4m64eChWzFzVrFt I I I 612 =4x6 =2x4 =4x6 =5x8 =4x6 =3x10 =2x4 =5x8 =4x6 =2x4 =4x6 1 23 2228 21 29 20 19 30 18 31 17 32 1633 14 13 15 2 12 3 11 4 10 2724 5 9 6 826257 T2 T1 T3 T2 T4 B1 B4B3B2 W6 W7 W6 W7 W6 W5 W4 W3 W2 W1W1 W2 W3 W4 W5 5-1-6 48-10-10 5-1-6 15-8-2 5-1-6 43-9-4 5-1-6 10-6-12 5-1-6 38-7-14 5-1-6 20-9-8 5-5-6 5-5-6 5-7-14 54-6-8 6-4-8 33-6-8 6-4-8 27-2-0 6-2-12 33-4-12 6-2-12 27-2-0 6-9-13 47-2-3 6-9-13 13-11-11 6-11-9 40-4-5 6-11-9 20-11-4 7-1-13 7-1-13 7-4-5 54-6-80-5-70-4-310-10-3Scale = 1:92.2 Plate Offsets (X, Y): [1:Edge,0-0-12], [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [13:0-0-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.31 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.61 15-17 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.65 Horz(CT) 0.21 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 348 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T4:2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-7-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 1 Row at midpt 7-18, 9-17, 5-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2173/0-3-8, (min. 0-2-3), 13=2173/ Mechanical, (min. 0-1-8) Max Horiz 1=238 (LC 12) Max Uplift 1=-506 (LC 12), 13=-510 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4208/1247, 2-3=-4060/1233, 3-4=-3980/1258, 4-24=-3620/1178, 5-24=-3563/1192, 5-6=-3092/1115, 6-25=-2889/1096, 7-25=-2889/1096, 7-26=-2889/1096, 8-26=-2889/1096, 8-9=-3107/1118, 9-27=-3610/1204, 10-27=-3666/1190, 10-11=-4125/1302,11-12=-4205/1277, 12-13=-4366/1298BOT CHORD 1-23=-1018/3657, 22-23=-906/3387, 22-28=-774/3071, 21-28=-774/3071,21-29=-774/3071, 20-29=-774/3071, 19-20=-576/2721, 19-30=-576/2721, 18-30=-576/2721, 18-31=-562/2735, 17-31=-562/2735, 17-32=-765/3103, 16-32=-765/3103, 16-33=-765/3103, 15-33=-765/3103, 14-15=-908/3458, 13-14=-1066/3841 WEBS 6-20=-264/824, 6-18=-228/520, 7-18=-431/296, 8-18=-226/498, 8-17=-271/850, 9-17=-745/420, 9-15=-196/582, 10-15=-509/321, 10-14=-165/454, 12-14=-273/268, 4-23=-138/354, 4-22=-459/310,5-22=-186/541, 5-20=-712/411 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-6-6, Interior (1) 5-6-6 to 20-11-8, Exterior (2) 20-11-8 to 28-8-1, Interior (1) 28-8-1 to 33-8-8, Exterior (2) 33-8-8 to 41-5-1, Interior (1) 41-5-1 to 54-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint13. 9) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A3 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:18 Page: 1 ID:tHHYltKpQ0FemKJqMLPslvzWq?R-74zeakVNV21vq65PU54NdAzLe0Ho4mB4eChWzFzVrFt I I I 612 =4x6 =2x4 =4x6 =5x6 =3x10 =5x6 WB =3x10 =5x6 =4x6 =2x4 =4x6 1 21 27 2820 19 29 18 30 17 31 32 16 1533 34 14 13 2622212 3 11 2523104 9567248 T2 T1 T3 T4 T2 T5 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W6 W5 W4 W3 W2 W1 SB1 5-7-029-11-85-7-024-4-8 5-7-035-6-8 6-1-1347-10-36-1-1312-7-11 6-1-1341-8-56-1-1318-9-86-5-136-5-13 6-8-554-6-8 8-2-12 27-2-0 8-2-12 35-4-12 9-4-8 44-9-4 9-4-8 18-11-4 9-6-12 9-6-12 9-9-4 54-6-80-5-70-4-39-10-3Scale = 1:92.1 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.38 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.69 14-16 >941 180 BCLL 0.0*Rep Stress Incr YES WB 0.53 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 318 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1,T5:2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-7 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-7-3 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-17, 8-17, 8-16, 10-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2173/0-3-8, (min. 0-2-3), 13=2173/ Mechanical, (min. 0-1-8) Max Horiz 1=-215 (LC 17) Max Uplift 1=-482 (LC 12), 13=-486 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-4189/1247, 2-22=-4072/1266, 2-3=-4001/1198, 3-23=-3931/1210, 4-23=-3875/1228, 4-5=-3311/1131, 5-6=-2911/1083, 6-7=-3220/1143, 7-24=-3220/1143, 8-24=-3220/1143, 8-9=-2931/1092, 9-10=-3333/1141, 10-25=-3971/1258, 11-25=-4025/1240, 11-12=-4097/1227, 12-26=-4195/1297, 13-26=-4314/1278 BOT CHORD 1-21=-1042/3654, 21-27=-892/3316, 27-28=-892/3316, 20-28=-892/3316, 19-20=-892/3316, 19-29=-717/3170, 18-29=-717/3170, 18-30=-717/3170, 17-30=-717/3170, 17-31=-713/3176, 31-32=-713/3176, 16-32=-713/3176, 15-16=-891/3368, 15-33=-891/3368, 33-34=-891/3368, 14-34=-891/3368, 13-14=-1070/3800 WEBS 2-21=-275/307, 4-21=-114/502, 4-19=-658/403, 5-19=-298/1174, 6-19=-655/297, 6-17=-46/277, 8-17=-60/256, 8-16=-633/294, 9-16=-298/1183, 10-16=-702/412, 10-14=-132/561, 12-14=-360/332 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-3, Interior (1) 5-9-3 to 18-11-8, Exterior (2) 18-11-8 to 26-8-1, Interior (1) 26-8-1 to 35-8-8, Exterior (2) 35-8-8 to 43-5-1, Interior (1) 43-5-1 to 54-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 486 lb uplift at joint 13. 9) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A4 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:19 Page: 1 ID:LTqwyDLRBKNVOUu0v3w5I6zWq?Q-bHX0n4W?GM9mSGfb2pbcANWY9PbYpFSDtsQ4WizVrFs I I I 612 =4x6 =4x8 =2x4 =3x6 =3x6 =3x6 =5x6 WB =5x6 =3x10 =3x10 =2x4 =5x6 WB =3x6 =2x4 =3x10 =5x8 =3x6 =5x6 WB =3x6 =3x6 =3x6 =2x4 =4x61 2 23 30 3122 21 32 20 1933 18 34 17 1635 36 15 14 24 29313 1242825 115 106726 8 279 T2 T1 T3 T4 T2 T5 B1 B1B3B2 W1 W2 W3 W4 W5 W4 W5 W4 W5 W4 W3 W2 W1 HW1 SB1 SB2SB3 2-0-0 -2-0-0 5-5-13 48-8-11 5-5-13 11-6-3 5-5-13 43-2-13 5-5-13 17-0-0 6-0-5 54-9-0 6-0-5 6-0-5 6-9-13 30-9-7 6-11-9 37-9-0 6-11-9 23-11-9 0-0-8 0-0-8 6-9-1323-11-9 6-9-1337-7-46-9-1330-9-7 8-4-845-11-128-4-817-1-128-8-128-9-4 8-9-454-9-09-9-150-4-38-10-3Scale = 1:92.8 Plate Offsets (X, Y): [2:0-0-8,Edge], [2:0-0-4,Edge], [6:0-3-0,0-2-0], [10:0-6-0,0-2-8], [14:0-0-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.35 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.68 18-20 >958 180 BCLL 0.0*Rep Stress Incr YES WB 0.78 Horz(CT) 0.23 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 326 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T3,T4,T5:2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except 2-0-0 oc purlins (3-2-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 1 Row at midpt 7-21, 7-18, 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2319/0-5-8, (min. 0-2-5), 14=2175/ Mechanical, (min. 0-1-8) Max Horiz 2=237 (LC 12) Max Uplift 2=-534 (LC 12), 14=-459 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-4231/1256, 3-24=-4152/1272, 3-4=-4046/1234, 4-25=-3986/1237, 5-25=-3972/1253, 5-6=-3455/1171, 6-7=-3053/1113, 7-26=-3538/1230, 8-26=-3538/1230, 8-27=-3538/1230, 9-27=-3538/1230, 9-10=-3539/1230, 10-11=-3494/1164, 11-28=-4079/1272, 12-28=-4090/1258, 12-13=-4153/1245, 13-29=-4225/1319, 14-29=-4345/1317 BOT CHORD 2-23=-1066/3681, 23-30=-940/3398, 30-31=-940/3398, 22-31=-940/3398, 21-22=-940/3398, 21-32=-834/3557, 20-32=-834/3557, 19-20=-834/3557, 19-33=-834/3557, 18-33=-834/3557, 18-34=-690/3078, 17-34=-690/3078, 16-17=-925/3461, 16-35=-925/3461, 35-36=-925/3461, 15-36=-925/3461, 14-15=-1088/3829 WEBS 3-23=-228/257, 5-23=-83/448, 5-21=-574/351, 6-21=-296/1228, 7-21=-912/346, 7-20=0/356, 9-18=-437/295, 10-18=-342/857, 10-17=-173/683, 11-17=-617/365, 11-15=-116/496, 13-15=-312/296 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 3-4-15, Interior (1) 3-4-15 to 17-0-0, Exterior (2) 17-0-0 to 24-8-15, Interior (1) 24-8-15 to 37-9-0, Exterior (2) 37-9-0 to 45-5-15, Interior (1) 45-5-15 to 54-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 lb uplift at joint 14. 9) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A5 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:19 Page: 1 ID:LTqwyDLRBKNVOUu0v3w5I6zWq?Q-bHX0n4W?GM9mSGfb2pbcANWWZPb2pBWDtsQ4WizVrFs I I I 612 =4x6 =2x4 =7x6 =5x6 =4x6 =4x6 =4x6 =3x10 =5x6 =4x6 =2x4 =4x61 2 23 2221 20 30 31 19 32 18 33 17 34 35 16 15 14 13 24 292528123411 1056 26 7 8 27 9 T2 T1 T3 T4 T5 T6 B1 B4B3B2 W1 W2 W3W4 W5 W6 W7 W7 W6 W5 W4 W8 W9 2-0-0 -2-0-0 6-2-4 27-4-8 6-2-4 33-6-12 6-2-4 21-2-4 6-2-4 39-9-0 7-2-12 46-11-12 7-2-12 15-0-0 7-9-4 54-9-0 7-9-4 7-9-4 0-0-8 0-0-8 0-2-12 13-3-8 1-10-4 15-1-12 6-3-213-0-126-9-26-9-10 7-4-846-11-12 7-9-454-9-08-1-423-3-0 8-1-439-7-48-3-031-6-08-9-150-4-37-10-3Scale = 1:92.7 Plate Offsets (X, Y): [5:0-3-0,0-2-0], [10:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.23 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.94 Vert(CT) -0.44 16-17 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.94 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 312 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T6:2x4 SP DSS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-9-10 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-22, 6-20, 7-19, 9-16, 12-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=90/0-3-8, (min. 0-1-8), 13=1488/ Mechanical, (min. 0-1-8), 22=2918/0-5-8, (min. 0-3-7) Max Horiz 2=214 (LC 16) Max Uplift 2=-218 (LC 24), 13=-364 (LC 13), 22=-662 (LC 9) Max Grav 2=168 (LC 23), 13=1500 (LC 24), 22=2918 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-289/835, 24-25=-251/870, 3-25=-247/875, 3-4=-281/1168, 4-5=-259/1343, 5-6=0/471, 6-26=-1089/474, 7-26=-1089/474, 7-8=-1821/698, 8-27=-1821/698, 9-27=-1821/698, 9-10=-1817/754, 10-11=-2021/757, 11-12=-2133/722, 12-28=-2640/893, 28-29=-2661/890, 13-29=-2828/867BOT CHORD 2-23=-743/395, 22-23=-780/371, 21-22=-500/331, 20-21=-500/331, 20-30=-224/780, 30-31=-224/780, 19-31=-224/780, 19-32=-390/1536, 18-32=-390/1536, 18-33=-390/1536, 17-33=-390/1536, 17-34=-448/1880, 34-35=-448/1880, 16-35=-448/1880, 15-16=-710/2463, 14-15=-710/2463, 13-14=-710/2463 WEBS 3-23=0/301, 3-22=-638/380, 5-22=-2539/717, 5-20=-376/1612, 6-20=-1878/590, 6-19=-216/1183, 7-19=-998/351, 7-17=-125/603, 9-17=-363/217, 9-16=-259/223, 10-16=-112/597, 12-16=-745/415, 12-14=0/327 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 3-4-15, Interior (1) 3-4-15 to 15-0-0, Exterior (2) 15-0-0 to 22-8-15, Interior (1) 22-8-15 to 39-9-0, Exterior (2) 39-9-0 to 47-5-15, Interior (1) 47-5-15 to 54-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 364 lb uplift at joint 13. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Double installations of RT4 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 A6 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:19 Page: 1 ID:qfOJAZM3ydVM?eSDTmRKqKzWq?P-bHX0n4W?GM9mSGfb2pbcANWWRPVAp91DtsQ4WizVrFs I I I 612 =4x6 =2x4 =5x6 =6x8 =4x6 =4x6 =4x6 =3x10 =5x6 =2x4 =4x61 2 21 20 19 27 28 18 1729 30 16 31 32 15 14 13 12 22 23 26113 4 10562478259 T2 T1 T3 T4 T5 B1 B1B3B2 W1 W2 W3 W4 W5 W6 W6 W5 W4 W3 W2 W1 2-0-0 -2-0-0 6-2-12 47-11-12 6-2-12 13-0-0 7-2-4 27-4-8 7-2-4 34-6-12 7-2-4 41-9-0 7-2-4 20-2-4 6-9-4 54-9-0 6-9-4 6-9-4 0-0-8 0-0-8 0-1-12 13-3-8 6-4-8 47-11-12 6-4-8 13-1-12 6-8-12 6-9-4 6-9-4 54-9-0 9-3-8 22-7-0 9-5-4 41-7-4 9-7-0 32-2-07-9-150-4-36-10-3Scale = 1:92.5 Plate Offsets (X, Y): [5:0-4-0,0-2-8], [10:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.24 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.98 Vert(CT) -0.48 14-16 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.92 Horz(CT) 0.08 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 291 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T5:2x4 SP DSS BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-18, 9-14 WEBS 2 Rows at 1/3 pts 6-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=-39/0-3-8, (min. 0-1-8), 12=1442/ Mechanical, (min. 0-1-8), 20=3093/0-5-8, (min. 0-3-10) Max Horiz 2=192 (LC 12) Max Uplift 2=-348 (LC 26), 12=-334 (LC 13), 20=-790 (LC 9) Max Grav 2=151 (LC 10), 12=1457 (LC 24), 20=3093 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-395/1109, 22-23=-371/1112, 3-23=-367/1143, 3-4=-377/1422, 4-5=-358/1573, 5-6=-256/1362, 6-24=-911/422, 7-24=-911/422, 7-8=-1960/706, 8-25=-1960/706, 9-25=-1960/706, 9-10=-1895/747, 10-11=-2198/759, 11-26=-2628/887, 12-26=-2775/866BOT CHORD 2-21=-985/473, 20-21=-985/473, 19-20=-172/466, 19-27=-172/466, 27-28=-172/466, 18-28=-172/466, 17-18=-455/1562, 17-29=-455/1562, 29-30=-455/1562, 16-30=-455/1562, 16-31=-560/2041, 31-32=-560/2041, 15-32=-560/2041, 14-15=-560/2041, 13-14=-713/2419, 12-13=-713/2419 WEBS 3-21=0/260, 3-20=-621/341, 5-20=-1028/397, 6-20=-2376/781, 6-18=-234/1311, 7-18=-1179/417, 7-16=-139/689, 9-16=-362/245, 9-14=-359/258, 10-14=-105/618, 11-14=-611/357, 11-13=0/267 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 3-4-15, Interior (1) 3-4-15 to 13-0-0, Exterior (2) 13-0-0 to 20-8-15, Interior (1) 20-8-15 to 41-9-0, Exterior (2) 41-9-0 to 49-5-15, Interior (1) 49-5-15 to 54-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift at joint 12. 9) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 A7 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:20 Page: 1 ID:IryhNvMhjxdDdn1P1UyZNXzWq?O-3T5O?PWd1fHd4PEncW7rib3iSpqiYcYN6WAd28zVrFr I I I 612 =4x6 =2x4 =5x6 =4x8 =7x8 =5x6 =4x6 =4x6 =4x6 =3x10 =5x6 =2x4 =4x61 2 24 23 22 2821 20 1929 18 30 17 3116 15 14 13 2725 123 114526 6 7 8 9 10 T1 T2 T4T3 T5 B1 B1B3B2 W1 W2 W3 W3 W2 W1 W3W4 W5W3W5W5W3W5W3 2-0-12 13-0-12 2-0-0 -2-0-0 5-2-12 48-11-12 5-2-12 11-0-0 5-9-4 54-9-0 5-9-4 5-9-4 7-7-10 20-8-6 7-7-10 28-4-0 7-7-10 35-11-10 7-9-6 43-9-0 0-0-8 0-0-8 0-2-12 13-3-8 1-11-0 13-0-12 5-4-8 48-11-12 5-4-8 11-1-12 5-8-12 5-9-4 5-9-4 54-9-0 7-4-14 20-8-6 7-7-10 28-4-0 7-7-10 43-7-4 7-7-10 35-11-106-9-150-4-35-10-3Scale = 1:92.3 Plate Offsets (X, Y): [4:0-3-0,0-2-0], [11:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) 0.24 17-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.43 15-17 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.87 Horz(CT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 304 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T4,T3:2x4 SP DSS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W5:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-5-10 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 4-4-5 oc bracing. WEBS 1 Row at midpt 5-22, 9-15, 5-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=-22/0-3-8, (min. 0-1-8), 13=1453/ Mechanical, (min. 0-1-8), 22=3064/0-5-8, (min. 0-3-10) Max Horiz 2=169 (LC 12) Max Uplift 2=-341 (LC 24), 13=-339 (LC 8), 22=-859 (LC 9) Max Grav 2=172 (LC 10), 13=1462 (LC 24), 22=3064 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-425/1036, 3-25=-397/1065, 3-4=-347/1368, 4-5=-275/1212, 5-26=-695/398, 6-26=-695/398, 6-7=-2001/794, 7-8=-2001/794, 8-9=-2479/901, 9-10=-2065/782, 10-11=-2065/782, 11-12=-2364/808, 12-27=-2761/921, 13-27=-2832/904 BOT CHORD 2-24=-919/480, 23-24=-919/480, 22-23=-1514/553, 22-28=-1514/553, 21-28=-1514/553, 20-21=-1514/553, 19-20=-246/695, 19-29=-246/695, 18-29=-246/695, 18-30=-616/2001, 17-30=-616/2001, 17-31=-724/2479, 16-31=-724/2479, 15-16=-724/2479, 14-15=-750/2475, 13-14=-750/2475 WEBS 3-24=0/264, 3-23=-566/303, 4-23=-663/207, 11-15=-140/670, 12-15=-487/300, 5-22=-2879/943, 5-23=-324/956, 9-15=-633/320, 6-20=-1424/602, 5-20=-855/2665, 6-18=-489/1631, 8-18=-805/377, 8-17=-212/606 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 3-4-15, Interior (1) 3-4-15 to 11-0-0, Exterior (2) 11-0-0 to 18-8-15, Interior (1) 18-8-15 to 43-9-0, Exterior (2) 43-9-0 to 51-5-15, Interior (1) 51-5-15 to 54-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 13. 9) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 10) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 A8 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:20 Page: 1 ID:m2W3aFNJTFl4FxcbbBTovlzWq?N-3T5O?PWd1fHd4PEncW7rib3jYptCYdIN6WAd28zVrFr I I I 612 =4x6 =2x4 =MT20HS 6x10 =7x6 =4x6 =4x6 =2x4 =3x10 =5x8 =2x4 =4x61 14 2 23 22 21 20 19 18 17 16 15 132924 2825123 114526 6 7 8 9 2710 T1 T2 T4T3 T1 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W7 W8 W9 W2 W10 W2 W1 2-0-0 56-9-0 2-0-0 -2-0-0 4-2-12 9-0-0 4-2-12 49-11-12 4-9-4 54-9-04-9-4 4-9-4 7-4-3 38-4-13 7-4-3 23-8-6 7-4-3 31-0-10 7-4-3 45-9-0 7-4-3 16-4-3 0-0-8 0-0-8 0-0-8 54-9-0 3-11-0 13-0-12 7-2-7 45-7-4 8-2-1 29-4-14 8-2-1 21-2-13 8-11-15 38-4-13 9-1-4 54-8-8 9-1-4 9-1-125-9-150-4-34-10-3Scale = 1:95.4 Plate Offsets (X, Y): [4:0-7-8,0-2-4], [11:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) 0.25 17-18 >999 240 MT20HS 187/143 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.53 17-18 >936 180 MT20 244/190 BCLL 0.0*Rep Stress Incr YES WB 0.86 Horz(CT) 0.06 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 282 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T4:2x4 SP DSS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except 2-0-0 oc purlins (2-11-12 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-22, 5-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=-215/0-3-8, (min. 0-1-8), 13=1527/0-5-8, (min. 0-1-13), 22=3309/0-5-8, (min. 0-3-14) Max Horiz 2=125 (LC 12) Max Uplift 2=-519 (LC 24), 13=-373 (LC 8), 22=-1011 (LC 9) Max Grav 2=227 (LC 8), 13=1535 (LC 24), 22=3309 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-550/1452, 24-25=-544/1455, 3-25=-528/1483, 3-4=-528/1604, 4-5=-719/2503, 5-26=-450/259, 6-26=-450/259, 6-7=-450/259, 7-8=-2149/803, 8-9=-2714/969, 9-27=-2714/969, 10-27=-2714/969, 10-11=-2715/969, 11-12=-2321/750, 12-28=-2467/876, 28-29=-2492/865, 13-29=-2557/854 BOT CHORD 2-23=-1288/603, 22-23=-1407/611, 21-22=-1127/442, 20-21=-1127/442, 19-20=-365/1124, 18-19=-365/1124, 17-18=-749/2381, 16-17=-488/2034, 15-16=-488/2034, 13-15=-667/2197 WEBS 3-23=-337/302, 4-23=-48/370, 4-22=-1729/520, 5-22=-2350/896, 5-20=-589/2079, 7-20=-1426/573, 7-18=-347/1324, 8-18=-691/342, 8-17=-116/407, 10-17=-475/320, 11-17=-403/878, 11-15=-17/372, 12-15=-201/260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 3-4-15, Interior (1) 3-4-15 to 9-0-0, Exterior (2) 9-0-0 to 16-8-15, Interior (1) 16-8-15 to 45-9-0, Exterior (2) 45-9-0 to 53-5-15, Interior (1) 53-5-15 to 56-9-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces.9) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22. This connection is for uplift only and does not consider lateral forces. 10) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 A9 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:20 Page: 1 ID:m2W3aFNJTFl4FxcbbBTovlzWq?N-3T5O?PWd1fHd4PEncW7rib3kCpqOYdSN6WAd28zVrFr I I I 612 =2x4 =3x6 =5x8 =4x8 =2x4 =4x8 =2x4 =3x6 =5x10=2x4 =6x8 =7x6 =3x6 =2x4 =4x8 =2x4 =4x8 =5x8 =3x6 =2x4 SpecialNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILED NAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDSpecial HJC26NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILED NAILEDNAILED NAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDNAILEDHJC26 1 17 2 31 30 48 492950 5128 27 52 53 26 54 2555 24 56 5723 58 59 22 2160 612062 63 19 18 16 3 15 14432473346534 35 6 36 7 8 37 38 939 40 4110 42 1143 12 44 4513 T1 T2 T3T2 T1 B1 B1B3B2 W1 W2 W3 W4 W3 W5 W3 W5 W3 W6 W7 W8 W3 W5 W3 W5 W3 W4 W3 W2 W1 2-0-0 56-9-0 2-0-0 -2-0-0 3-0-12 50-9-12 3-0-12 7-0-0 3-11-4 54-9-0 3-11-4 3-11-4 5-1-2 27-4-8 5-1-2 17-2-4 5-1-2 37-6-12 5-1-2 42-7-14 5-1-2 22-3-6 5-1-2 32-5-10 5-1-2 12-1-2 5-1-2 47-9-0 0-0-8 0-0-8 0-0-8 54-9-0 3-2-8 50-9-123-2-8 7-1-12 3-10-12 54-8-8 3-10-12 3-11-4 4-7-14 32-5-10 4-11-6 12-1-2 4-11-6 47-7-4 5-1-2 42-7-14 5-1-2 17-2-4 5-1-2 37-6-12 5-1-2 22-3-6 5-6-6 27-9-124-9-150-4-33-10-3Scale = 1:95.4 Plate Offsets (X, Y): [2:0-9-8,Edge], [4:0-6-0,0-2-8], [14:0-6-0,0-2-8], [16:0-10-0,Edge], [24:0-3-0,0-4-12], [26:0-2-0,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) 0.19 20-22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.24 20-22 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.99 Horz(CT) 0.07 16 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 342 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP DSS BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* W5,W6:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except 2-0-0 oc purlins (2-6-5 max.): 4-14. BOT CHORD Rigid ceiling directly applied or 3-6-14 oc bracing. WEBS 1 Row at midpt 6-26, 9-26, 10-24, 12-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1648/0-3-8, (min. 0-1-15), 16=1620/0-5-8, (min. 0-1-15), 24=5618/0-5-8, (req. 0-6-10) Max Horiz 2=102 (LC 12) Max Uplift 2=-710 (LC 8), 16=-723 (LC 9), 24=-2713 (LC 5) Max Grav 2=1653 (LC 19), 16=1626 (LC 20), 24=5618 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2917/1215, 3-4=-2781/1276, 4-32=-2802/1350, 32-33=-2802/1350, 5-33=-2802/1350, 5-34=-2802/1350, 34-35=-2802/1350, 6-35=-2802/1350, 6-36=-95/288, 7-36=-95/288, 7-8=-95/288, 8-37=-95/288, 37-38=-95/288, 9-38=-95/288, 9-39=-1797/3933, 39-40=-1797/3933, 40-41=-1797/3933, 10-41=-1797/3933, 10-42=-271/745, 11-42=-271/745, 11-43=-271/745, 12-43=-271/745, 12-44=-2670/1339, 44-45=-2670/1339, 13-45=-2670/1339, 13-46=-2670/1338, 46-47=-2670/1338, 14-47=-2671/1339, 14-15=-2677/1266, 15-16=-2795/1214 BOT CHORD 2-31=-1072/2547, 30-31=-1072/2547, 30-48=-1077/2479, 48-49=-1077/2479, 29-49=-1077/2479, 29-50=-851/1896, 50-51=-851/1896, 28-51=-851/1896, 27-28=-851/1896, 27-52=-851/1896, 52-53=-851/1896, 26-53=-851/1896, 26-54=-3522/1683, 25-54=-3522/1683, 25-55=-3522/1683, 24-55=-3522/1683, 24-56=-745/404, 56-57=-745/404, 23-57=-745/404, 23-58=-739/1643, 58-59=-739/1643, 22-59=-739/1643, 21-22=-739/1643, 21-60=-739/1643, 60-61=-739/1643, 20-61=-739/1643, 20-62=-1021/2394, 62-63=-1021/2394, 19-63=-1021/2394, 18-19=-990/2426, 16-18=-990/2426 WEBS 4-30=-56/641, 4-29=-253/429, 5-29=-637/557, 6-29=-496/1106, 6-27=0/447, 6-26=-2613/1226, 8-26=-595/508, 9-26=-1815/3919, 9-24=-2938/1621, 10-24=-3987/1925, 10-23=-585/1730, 12-23=-2859/1339, 12-22=0/465, 12-20=-560/1252, 13-20=-697/596, 14-20=-239/372, 14-19=-49/631 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 4x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) WARNING: Required bearing size at joint(s) 24 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 lb uplift at joint 24. 9) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 16. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 40-8-4 oc max. starting at 7-0-6 from the left end to 47-8-10 to connect truss(es) J1 (1 ply 2x4 SP), CJ03 (1 ply 2x4 SP), J1 (1 ply 2x4 SP), CJ03 (1 ply 2x4 SP) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 306 lb up at 7-0-0, and 222 lb down and 306 lb up at 47-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 15) 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 (lb/ft) Vert: 1-4=-60, 4-14=-60, 14-17=-60, 2-16=-20 Concentrated Loads (lb) Vert: 4=-175 (B), 7=-144 (B), 14=-175 (B), 30=-267 (B), 6=-118 (B), 27=-47 (B), 22=-47 (B), 12=-141 (B), 19=-267 (B), 32=-118 (B), 33=-118 (B), 34=-118 (B), 35=-118 (B), 36=-118 (B), 37=-141 (B), 38=-141 (B), 39=-141 (B), 40=-144 (B), 41=-141 (B), 42=-141 (B), 43=-141 (B), 44=-141 (B), 45=-144 (B), 46=-144 (B), 47=-118 (B), 48=-47 (B), 49=-47 (B), 50=-47 (B), 51=-47 (B), 52=-47 (B), 53=-48 (B), 54=-47 (B), 55=-47 (B), 56=-48 (B), 57=-47 (B), 58=-47 (B), 59=-47 (B), 60=-47 (B), 61=-48 (B), 62=-48 (B), 63=-47 (B) Job Truss Truss Type Qty Ply 2315 A10 11Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:23 Page: 1 ID:I7U6xjaLi9mpAPrgXYmYZ7zWq?7-3T5O?PWd1fHd4PEncW7rib3jgpv0YbPN6WAd28zVrFr I I I I I I I I 612 =4x6 =2x4 =4x6 =5x8 =4x6 =3x10 =2x4 =5x8 =4x6 =2x4 =4x6 12 1 22 21 20 29 19 18 30 17 31 16 32 15 14 13 11 28 23 10293 272448 5 725 266 T2 T1 T3 T2 T4 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W1 2-0-8 56-6-8 6-4-8 27-2-0 6-4-8 33-6-8 6-9-13 47-2-3 6-9-13 13-11-11 6-9-13 40-4-5 6-9-13 20-9-8 7-1-13 7-1-13 7-3-13 54-6-0 6-2-12 27-2-0 6-2-12 33-4-12 6-9-13 47-2-3 6-9-13 13-11-11 6-11-9 40-4-5 6-11-9 20-11-4 7-1-13 7-1-13 7-3-13 54-6-011-9-150-5-70-4-710-10-3Scale = 1:94.5 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.27 16-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.53 16-17 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.65 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 336 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS *Except* T3:2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-9-1 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 1 Row at midpt 4-19, 6-17, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 11=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-282 (LC 13) Max Uplift 1=-505 (LC 12), 11=-585 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-4179/1191, 2-23=-4022/1213, 2-3=-3641/1115, 3-24=-3564/1143, 4-24=-3503/1148, 4-5=-3074/1072, 5-25=-2845/1086, 6-25=-2845/1086, 6-26=-2845/1086, 7-26=-2845/1086, 7-8=-3075/1089, 8-27=-3506/1161, 9-27=-3568/1157, 9-10=-3643/1129, 10-28=-4096/1181, 11-28=-4191/1159BOT CHORD 1-22=-934/3634, 21-22=-934/3634, 20-21=-738/3188, 20-29=-738/3188, 19-29=-738/3188, 18-19=-486/2684, 18-30=-486/2684, 17-30=-486/2684, 17-31=-521/2685, 16-31=-521/2685, 16-32=-772/3192, 15-32=-772/3192, 14-15=-772/3192, 13-14=-920/3627, 11-13=-920/3627 WEBS 2-22=0/301, 2-21=-546/317, 4-21=-68/465, 4-19=-776/426, 5-19=-225/775, 5-17=-224/504, 6-17=-423/292, 7-17=-226/502, 7-16=-223/777, 8-16=-778/422, 8-14=-60/470, 10-14=-534/298, 10-13=0/297 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-2, Interior (1) 5-9-2 to 20-11-8, Exterior (2) 20-11-8 to 28-8-0, Interior (1) 28-8-0 to 33-8-8, Exterior (2) 33-8-8 to 41-5-0, Interior (1) 41-5-0 to 56-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces.8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A11 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:23 Page: 1 ID:?V11vWHIMnkDHj?37WKwb3zWq?V-U2nXdRZWKafCxtzMHfgYKDgD71?5l1VpoUOHfTzVrFo I I I 612 =4x6 =2x4 =4x6 =5x6 =3x10 =5x6 WB =3x10 =5x6 =4x6 =2x4 =4x6 14 1 22 28 2921 20 30 19 31 18 32 33 17 1634 35 15 13 27 232 12311 24 26410 5 96725 8 T2 T1 T3 T4 T2 T5 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W6 W5 W4 W3 W2 W1 SB1 2-0-8 56-6-8 5-7-0 29-11-8 5-7-0 35-6-8 5-7-0 24-4-8 6-1-13 12-7-11 6-1-13 47-10-3 6-1-13 41-8-5 6-1-13 18-9-8 6-5-13 6-5-13 6-7-13 54-6-0 8-2-1235-4-128-2-1227-2-0 9-4-844-9-49-4-818-11-49-6-129-6-12 9-8-1254-6-010-9-150-5-70-4-79-10-3Scale = 1:94.4 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.38 15-17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(CT) -0.71 15-17 >919 180 BCLL 0.0*Rep Stress Incr YES WB 0.52 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 321 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T1:2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-13 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-10-14 oc bracing. WEBS 1 Row at midpt 4-20, 6-20, 6-18, 8-18, 8-17, 10-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 13=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-259 (LC 17) Max Uplift 1=-480 (LC 12), 13=-560 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-4167/1239, 2-23=-4049/1258, 2-3=-3978/1187, 3-24=-3908/1201, 4-24=-3852/1217, 4-5=-3288/1107, 5-6=-2890/1061, 6-7=-3189/1132, 7-25=-3189/1132, 8-25=-3189/1132, 8-9=-2892/1078, 9-10=-3290/1126, 10-26=-3852/1216, 11-26=-3910/1198, 11-12=-3978/1185, 12-27=-4110/1237, 13-27=-4182/1219 BOT CHORD 1-22=-957/3634, 22-28=-798/3295, 28-29=-798/3295, 21-29=-798/3295, 20-21=-798/3295, 20-30=-655/3142, 19-30=-655/3142, 19-31=-655/3142, 18-31=-655/3142, 18-32=-660/3143, 32-33=-660/3143, 17-33=-660/3143, 16-17=-835/3299, 16-34=-835/3299, 34-35=-835/3299, 15-35=-835/3299, 13-15=-976/3636 WEBS 2-22=-276/307, 4-22=-114/503, 4-20=-658/403, 5-20=-294/1163, 6-20=-642/295, 6-18=-48/266, 8-18=-50/264, 8-17=-641/297, 9-17=-283/1165, 10-17=-659/399, 10-15=-98/509, 12-15=-271/291 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-2, Interior (1) 5-9-2 to 18-11-8, Exterior (2) 18-11-8 to 26-8-0, Interior (1) 26-8-0 to 35-8-8, Exterior (2) 35-8-8 to 43-5-0, Interior (1) 43-5-0 to 56-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A12 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:23 Page: 1 ID:TibQ6sIw75s4vsaFgDr97GzWq?U-U2nXdRZWKafCxtzMHfgYKDgDv1_ol3YpoUOHfTzVrFo I I I 612 =4x6 =2x4 =3x6 =3x6 =3x6 =4x6 =5x6 =3x10 =3x10 =2x4 =5x6 WB =3x6 =2x4 =3x10 =5x8 =3x6 =4x6 =3x6 =3x6 =3x6 =2x4 =4x6 14 1 23 29 3022 21 31 20 1932 18 33 17 1634 35 15 13 28 2 12 1132724 104 956257268 T2 T1 T3 T4 T2 T5 B1 B4B3B2 W1 W2 W3 W4 W5 W4 W5 W4 W5 W4 W3 W2 W1 SB1 2-0-8 56-6-8 5-5-13 48-6-3 5-5-13 11-3-11 5-5-13 43-0-5 5-5-13 16-9-8 5-9-13 5-9-13 5-11-13 54-6-0 6-9-13 30-6-15 6-11-9 23-9-1 6-11-9 37-6-8 6-9-1330-6-156-9-1323-9-1 6-9-1337-4-12 8-4-845-9-48-4-816-11-48-6-128-6-12 8-8-1254-6-09-9-150-5-70-4-78-10-3Scale = 1:94.3 Plate Offsets (X, Y): [1:Edge,0-0-12], [5:0-3-0,0-2-0], [9:0-6-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.33 18-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.66 18-20 >986 180 BCLL 0.0*Rep Stress Incr YES WB 0.78 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 322 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T3,T1,T4:2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-3-4 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. WEBS 1 Row at midpt 6-21, 6-18, 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 13=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-237 (LC 17) Max Uplift 1=-453 (LC 12), 13=-534 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4169/1274, 2-3=-4001/1210, 3-24=-3938/1224, 4-24=-3926/1237, 4-5=-3419/1145, 5-6=-3020/1090, 6-25=-3493/1220, 7-25=-3493/1220, 7-26=-3493/1220, 8-26=-3493/1220, 8-9=-3493/1220, 9-10=-3438/1162, 10-27=-3938/1239, 11-27=-3953/1224, 11-12=-4014/1221, 12-28=-4116/1257, 13-28=-4189/1242 BOT CHORD 1-23=-981/3627, 23-29=-844/3359, 29-30=-844/3359, 22-30=-844/3359, 21-22=-844/3359, 21-31=-771/3518, 20-31=-771/3518, 19-20=-771/3518, 19-32=-771/3518, 18-32=-771/3518, 18-33=-654/3026, 17-33=-654/3026, 16-17=-879/3376, 16-34=-879/3376, 34-35=-879/3376, 15-35=-879/3376, 13-15=-1000/3641 WEBS 2-23=-218/270, 4-23=-98/431, 4-21=-566/355, 5-21=-291/1210, 6-21=-903/342, 6-20=0/357, 8-18=-437/295, 9-18=-345/863, 9-17=-162/657, 10-17=-568/350, 10-15=-80/439, 12-15=-214/253 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-10-8, Interior (1) 5-10-8 to 16-11-8, Exterior (2) 16-11-8 to 24-8-0, Interior (1) 24-8-0 to 37-8-8, Exterior (2) 37-8-8 to 45-5-0, Interior (1) 45-5-0 to 56-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 13. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A13 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:24 Page: 1 ID:TibQ6sIw75s4vsaFgDr97GzWq?U-yELvqna85un3Y1YZrMBntRDRQQK_URgz188rBvzVrFn I I I 612 =4x6 =2x4 =4x6 =5x6 =3x10 =3x10 =2x4 =5x6 WB =3x10 =5x6 =4x6 =2x4 =4x6 15 1 25 24 23 32 22 33 2120 34 19 35 18 17 16 14 31 2 13262730 3 12411 5 106 28 7 8 29 9 T2 T1 T3 T4 T2 T5 B1 B4B3B2 W4 W5 W5 W4 W1 W2 W3 W3 W2 W1 W4 W5 W4 W5 W4 SB1 2-0-8 56-6-8 4-9-13 49-2-3 4-9-13 9-11-11 4-9-13 44-4-5 4-9-13 14-9-8 5-1-13 5-1-13 5-3-13 54-6-0 6-1-6 33-3-6 6-1-6 27-2-0 6-3-2 21-0-10 6-3-2 39-6-8 6-1-6 33-3-6 6-1-6 27-2-0 6-1-6 21-0-10 6-1-6 39-4-12 7-4-8 46-9-4 7-4-8 14-11-4 7-6-12 7-6-12 7-8-12 54-6-08-9-150-5-70-4-77-10-3Scale = 1:94.1 Plate Offsets (X, Y): [1:Edge,0-0-12], [3:0-2-10,0-1-8], [5:0-3-0,0-2-0], [10:0-3-0,0-2-0], [12:0-2-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) 0.38 20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.75 19-20 >870 180 BCLL 0.0*Rep Stress Incr YES WB 0.56 Horz(CT) 0.24 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 328 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. WEBS 1 Row at midpt 6-23, 9-18, 7-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 14=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-214 (LC 17) Max Uplift 1=-425 (LC 12), 14=-505 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4177/1284, 2-26=-4011/1231, 26-27=-3956/1240, 3-27=-3944/1252, 3-4=-3878/1255, 4-5=-3505/1179, 5-6=-3097/1113, 6-28=-3928/1333, 7-28=-3928/1333, 7-8=-3710/1288, 8-29=-3710/1288, 9-29=-3710/1288, 9-10=-3099/1127, 10-11=-3507/1194, 11-12=-3873/1262, 12-30=-3942/1259, 13-30=-4005/1246, 13-31=-4098/1276, 14-31=-4186/1251 BOT CHORD 1-25=-999/3628, 24-25=-886/3403, 23-24=-886/3403, 23-32=-877/3739, 22-32=-877/3739, 22-33=-877/3739, 21-33=-877/3739, 20-21=-877/3739, 20-34=-926/3928, 19-34=-926/3928, 19-35=-881/3710, 18-35=-881/3710, 17-18=-919/3405, 16-17=-919/3405, 14-16=-1023/3626 WEBS 5-23=-328/1267, 6-23=-1139/411, 9-18=-1120/411, 10-18=-335/1260, 4-25=-81/354, 4-23=-477/311, 11-18=-478/304, 11-16=-61/362, 6-22=0/312, 6-20=-154/407, 7-19=-420/156, 9-19=-48/539 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-2, Interior (1) 5-9-2 to 14-11-8, Exterior (2) 14-11-8 to 22-8-0, Interior (1) 22-8-0 to 39-8-8, Exterior (2) 39-8-8 to 47-5-0, Interior (1) 47-5-0 to 56-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 3x6 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 14. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A14 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:24 Page: 1 ID:xu9oKCJYuP_xX09RExNOgUzWq?T-yELvqna85un3Y1YZrMBntRDPYQKUUV5z188rBvzVrFn I I I 612 =4x6 =2x4 =5x6 =3x10 =MT20HS 6x10 =MT20HS 6x10 =MT20HS 6x10 =3x10 =5x6 =2x4 =4x6 12 1 21 20 19 28 29 18 1730 31 16 32 33 15 14 13 11 27 22 2623102 9 8342456257 T1 T2 T3 T4 T5 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W6 W5 W4 W3 W2 W1 2-0-8 56-6-8 6-2-12 12-9-8 6-2-12 47-9-4 7-2-4 27-2-0 7-2-4 34-4-4 7-2-4 19-11-12 7-2-4 41-6-8 6-6-12 6-6-12 6-8-12 54-6-0 6-4-812-11-4 6-4-847-9-46-6-126-6-12 6-8-1254-6-09-5-422-4-8 9-5-441-4-129-7-031-11-87-9-150-5-70-4-76-10-3Scale = 1:94 Plate Offsets (X, Y): [1:Edge,0-0-12], [3:0-4-0,0-2-8], [8:0-4-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.43 16-18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.62 Vert(CT) -0.87 16-18 >744 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.68 Horz(CT) 0.26 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 290 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS *Except* T5:2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-9 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 6-3-6 oc bracing. WEBS 1 Row at midpt 4-20, 5-18, 5-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 11=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-192 (LC 13) Max Uplift 1=-473 (LC 9), 11=-504 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-4193/1269, 22-23=-4072/1285, 2-23=-4048/1290, 2-3=-3703/1186, 3-4=-3257/1134, 4-24=-4329/1412, 5-24=-4329/1412, 5-6=-4330/1410, 6-25=-4330/1410, 7-25=-4330/1410, 7-8=-3259/1148, 8-9=-3616/1199, 9-10=-3703/1175, 10-26=-4037/1295, 26-27=-4113/1276, 11-27=-4201/1275BOT CHORD 1-21=-1008/3647, 20-21=-1008/3647, 19-20=-1116/4179, 19-28=-1116/4179, 28-29=-1116/4179, 18-29=-1116/4179, 17-18=-1190/4478, 17-30=-1190/4478, 30-31=-1190/4478, 16-31=-1190/4478, 16-32=-1047/4179, 32-33=-1047/4179, 15-33=-1047/4179, 14-15=-1047/4179, 13-14=-1030/3639, 11-13=-1030/3639 WEBS 2-21=0/251, 2-20=-480/334, 3-20=-314/1277, 4-20=-1372/537, 4-18=-54/586, 5-18=-330/209, 5-16=-328/210, 7-16=-55/584, 7-14=-1368/537, 8-14=-288/1274, 10-14=-466/309 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-9-2, Interior (1) 5-9-2 to 12-11-8, Exterior (2) 12-11-8 to 20-8-0, Interior (1) 20-8-0 to 41-8-8, Exterior (2) 41-8-8 to 49-5-0, Interior (1) 49-5-0 to 56-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 11. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A15 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:24 Page: 1 ID:P4jAXXJAfi7n8AkeoeudChzWq?S-yELvqna85un3Y1YZrMBntRDOwQHIUTHz188rBvzVrFn I I I 612 =4x6 =2x4 =5x6 =3x10 =MT20HS 6x10 =MT20HS 6x10 =MT20HS 6x10 =3x10 =5x6 =2x4 =4x6 13 1 23 22 2821 29 20 19 30 18 31 32 17 33 1634 15 14 12 24 27 2 11 10342556726 8 9 T1 T2 T4T3 T5 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 W3 W2 W1 2-0-8 56-6-8 5-2-12 48-9-4 5-2-12 10-9-85-6-12 5-6-12 5-8-12 54-6-0 6-6-10 30-5-5 6-6-10 36-11-14 6-6-10 23-10-11 6-6-10 17-4-2 6-6-10 43-6-8 5-4-8 48-9-4 5-4-8 10-11-4 5-6-12 5-6-12 5-8-12 54-6-0 8-0-8 18-11-12 8-0-8 43-4-12 8-2-4 27-2-0 8-2-4 35-4-46-9-150-5-70-4-75-10-3Scale = 1:93.9 Plate Offsets (X, Y): [1:Edge,0-0-12], [3:0-3-0,0-2-0], [10:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) 0.55 18 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(CT) -0.97 17-18 >673 180 MT20HS 187/143 BCLL 0.0*Rep Stress Incr YES WB 0.75 Horz(CT) 0.29 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 291 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS *Except* T5:2x4 SP No.2 BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-8-13 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 5-7-3 oc bracing. WEBS 1 Row at midpt 4-22, 8-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=2162/0-3-8, (min. 0-2-3), 12=2308/0-5-8, (min. 0-2-5) Max Horiz 1=-169 (LC 17) Max Uplift 1=-522 (LC 9), 12=-553 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-4204/1282, 2-24=-4136/1298, 2-3=-3832/1217, 3-4=-3396/1147, 4-25=-4788/1529, 5-25=-4788/1529, 5-6=-5253/1640, 6-7=-5253/1640, 7-26=-4789/1517, 8-26=-4789/1517, 8-9=-3397/1160, 9-10=-3398/1160, 10-11=-3833/1224, 11-27=-4123/1303, 12-27=-4208/1288BOT CHORD 1-23=-1021/3654, 22-23=-1021/3654, 22-28=-1326/4601, 21-28=-1326/4601, 21-29=-1326/4601, 20-29=-1326/4601, 19-20=-1518/5205, 19-30=-1518/5205, 18-30=-1518/5205, 18-31=-1491/5205, 31-32=-1491/5205, 17-32=-1491/5205, 17-33=-1246/4602, 16-33=-1246/4602, 16-34=-1246/4602, 15-34=-1246/4602, 14-15=-1043/3646, 12-14=-1043/3646 WEBS 2-22=-338/272, 3-22=-353/1353, 4-22=-1667/632, 4-20=-136/755, 5-20=-682/310, 7-17=-681/311, 8-17=-137/754, 8-15=-1666/634, 10-15=-333/1351, 11-15=-327/247 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 5-8-12, Interior (1) 5-8-12 to 10-11-8, Exterior (2) 10-11-8 to 18-8-0, Interior (1) 18-8-0 to 43-8-8, Exterior (2) 43-8-8 to 51-5-0, Interior (1) 51-5-0 to 56-9-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 3x6 MT20 unless otherwise indicated. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.8) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 12. This connection is for uplift only and does not consider lateral forces. 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 Truss Truss Type Qty Ply 2315 A16 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:24 Page: 1 ID:P4jAXXJAfi7n8AkeoeudChzWq?S-yELvqna85un3Y1YZrMBntRDSiQICUSFz188rBvzVrFn I I I 612 =3x6 =2x4 =3x4 =2x4 =5x6 =3x4 =3x10 =5x6 =3x6 =3x4 =3x4 =3x6 =3x4 =3x4 =7x6 =2x4 1 17 16 1514 13 12 11 10 18 2 3 4 19 5 6 7 8 920 T1 T2 T3 W3 B1 B3B2 W3 W4 W4 W1 W2 W3 W4 W3 W4 W3 0-4-80-6-4 8-9-8 3-8-8 8-3-4 4-6-12 4-6-12 6-10-10 29-7-2 6-10-10 22-8-8 7-0-6 15-9-14 7-0-6 36-7-8 0-1-12 8-3-4 0-8-0 8-11-4 6-10-10 29-7-2 6-10-10 15-9-14 6-10-10 22-8-8 7-0-6 36-7-8 8-1-8 8-1-80-5-74-10-34-0-84-10-3Scale = 1:62.3 Plate Offsets (X, Y): [4:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) 0.14 15-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.25 15-16 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.67 Horz(CT) 0.05 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 201 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-15 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 8-10, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 10=1031/0-3-8, (min. 0-1-8), 17=1887/0-3-8, (min. 0-2-4) Max Horiz 17=242 (LC 9) Max Uplift 10=-407 (LC 9), 17=-537 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-412/358, 2-18=-393/422, 2-3=-522/616, 3-4=-442/232, 4-19=-418/458, 5-19=-418/458, 5-6=-1509/623, 6-7=-1222/507, 7-8=-1222/507 BOT CHORD 1-17=-316/409, 16-17=-506/596, 15-16=-610/1024, 14-15=-610/1024, 13-14=-610/1024, 12-13=-610/1024, 11-12=-712/1509, 10-11=-545/1222WEBS 4-16=-109/323, 5-16=-1777/614, 8-10=-1434/584, 2-17=-177/285, 3-17=-965/308, 5-15=0/310, 5-12=-254/581, 6-11=-344/200, 8-11=-16/444 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-0 to 3-9-15, Interior (1) 3-9-15 to 8-11-8, Exterior (2) 8-11-8 to 14-1-10, Interior (1) 14-1-10 to 36-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 17. This connection is for uplift only and does not consider lateral forces. 6) 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 Truss Truss Type Qty Ply 2315 A17 11Half Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:25 Page: 1 ID:P4jAXXJAfi7n8AkeoeudChzWq?S-QRuH27amrCvwAB7lP4i0PemZDqajDwg6FotOjLzVrFm I I I H 612 =4x6 =2x4 =3x4 =5x8 =4x6 =4x6 =4x6 =4x6 =4x8 =3x4 =4x6 =4x8 =2x4 =3x10 =3x6 =2x4 =4x8 =3x10 =4x10 =7x6 =3x4 NAILED NAILED NAILED NAILED JUS26 NAILED NAILED NAILED 1 21 20 19 18 17 16 15 14 13 26 1227 28 29 11 2 3 4 5 6 7 8 22 923 24 2510 T1 T2 T3 W3 B1 B3B2 W1 W2 W3W4 W5 W6 W7 W8 W9 W3 W10 W3 W10 W3 W11 3-0-12 6-9-8 3-8-12 3-8-12 4-11-1 21-6-12 4-11-1 26-5-13 4-11-1 31-4-15 4-11-1 16-7-11 4-11-1 11-8-9 5-2-9 36-7-8 0-1-12 8-3-4 1-2-4 8-1-8 3-2-8 6-11-4 3-8-12 3-8-12 3-11-4 21-6-12 4-8-2 12-11-6 4-8-2 17-7-8 4-11-1 26-5-13 4-11-1 31-4-15 5-2-9 36-7-80-5-73-10-33-10-3Scale = 1:62.2 Plate Offsets (X, Y): [3:0-6-0,0-2-8], [11:0-3-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) 0.20 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.29 12-13 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.97 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP DSS *Except* B2:2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-7-1 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 11=2368/0-3-8, (min. 0-2-6), 19=2195/0-3-8, (min. 0-2-3) Max Horiz 19=185 (LC 20) Max Uplift 11=-1022 (LC 5), 19=-741 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-93/312, 2-3=-159/641, 3-4=-186/756, 4-5=-1016/577, 5-6=-2335/1028, 6-7=-3518/1433, 7-8=-3518/1433, 8-22=-3518/1433, 9-22=-3518/1433, 10-11=-327/283 BOT CHORD 19-20=-536/280, 18-19=-546/633, 17-18=-1049/2120, 16-17=-1049/2120, 15-16=-1354/3063, 14-15=-1354/3063, 13-14=-1354/3063, 13-26=-1264/2941, 12-26=-1264/2941, 12-27=-1264/2941, 27-28=-1264/2941, 28-29=-1264/2941, 11-29=-1264/2941 WEBS 2-20=-361/188, 3-19=-558/221, 4-19=-1972/753, 4-18=-338/1143, 5-18=-1516/583, 5-16=-218/786, 6-16=-971/375, 6-13=-370/557, 8-13=-265/196, 9-13=-356/706, 9-12=-178/1003, 9-11=-3512/1448 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 6) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use USP JUS26 (With 4-10d nails into Girder & 4-10d nails into Truss) or equivalent at 30-0-4 from the left end to connect truss(es) J1GR (1 ply 2x6 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber.10) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. 12) 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 (lb/ft) Vert: 1-3=-60, 3-10=-60, 1-11=-20 Concentrated Loads (lb) Vert: 22=-41 (F), 23=-118 (F), 24=-118 (F), 25=-153 (F), 26=-1070 (F), 27=-47 (F), 28=-47 (F), 29=-51 (F) Job Truss Truss Type Qty Ply 2315 A18 11Half Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:25 Page: 1 ID:mJ2U93a_TTugnZPs4GHn6KzWq?6-QRuH27amrCvwAB7lP4i0PemcXqdMDr16FotOjLzVrFm I I I 612 =4x8 =3x4 =3x6 =3x4 =3x4 =4x6 =3x4 =3x4 =4x6 =3x10 =4x6 =3x4 =4x6 =3x4 =4x6 =3x4 =3x4 =3x6 =3x4 =4x8 251 2 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 24 5855 5348 3 23224 49 544550 2156207194651 8 18 5247 9 17 10 16575611151214 13 T1 T1 T3 T2 T3 T2 B1 B3B2 W4 W3 W2 W1 W3W2 W1 ST9 ST10 ST7 ST8ST6ST5ST3 ST4ST2 ST1 ST9 ST10 ST7 ST8 ST6 ST5 ST3 ST4 ST2 ST1 1-9-7 1-9-7 1-9-7 34-2-0 2-0-0 -2-0-0 2-0-0 36-2-0 2-8-3 17-1-0 2-8-3 19-9-3 2-9-15 22-7-3 2-9-15 14-4-13 4-3-3 32-4-9 4-3-3 6-0-11 5-6-3 28-1-5 5-6-3 11-6-13 0-0-8 0-0-8 2-7-4 27-11-8 3-3-4 25-4-4 3-5-0 12-2-12 4-10-4 17-1-0 5-0-0 22-1-0 6-2-8 34-2-0 8-9-4 8-9-129-6-80-4-30-3-80-3-80-11-61-2-147-3-148-6-12Scale = 1:66.4 Plate Offsets (X, Y): [2:0-4-0,0-1-15], [24:0-4-0,0-1-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) 0.02 36-38 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.03 36-38 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 24 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 260 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 45, 46, 50, 51 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-4-0. except 39=0-3-8, 31=0-3-8 (lb) - Max Horiz 2=-208 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 26, 27, 28, 42, 43, 44 except 24=-119 (LC 13), 29=-138 (LC 13), 31=-138 (LC 13), 39=-144 (LC 12), 41=-159 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 26, 27, 28, 30, 40, 42, 43, 44 except 2=278 (LC 1), 24=278 (LC 1), 29=463 (LC 1), 31=302 (LC 24), 39=302 (LC 23), 41=463 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-254/193, 10-56=-266/211, 13-14=-237/260, 16-57=-266/216, 16-17=-254/186 WEBS 17-52=-374/57, 52-53=-278/32, 29-53=-404/99, 41-48=-404/130, 47-48=-278/27, 9-47=-374/72 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 1-4-3, Interior (1) 1-4-3 to 17-1-0, Exterior (2) 17-1-0 to 20-6-0, Interior (1) 20-6-0 to 36-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 29, 41, 42, 43, 44, 28, 27, 26, 24, 39, and 31. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 B1 11Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:25 Page: 1 ID:iQep?xPZ?s?oUFm_icWG?AzWq?L-QRuH27amrCvwAB7lP4i0Pemifqi5D1z6FotOjLzVrFm I I I I I I I I I I .._______J 612 =3x6 =2x4 =3x4 =3x4 =3x4 =3x4 =4x6 =3x10 =3x4 =3x4 =3x4 =3x4 =2x4 =3x6 111 2 16 21 22 15 14 13 23 24 12 10 2017 3 9 4 8 75 1918 6 T2 T1 T2 T1 B1 B3B2 W4 W3 W2 W1 W3W2 W1 2-0-0 -2-0-0 2-0-0 36-2-0 5-6-3 11-6-13 5-6-3 28-1-5 5-6-3 22-7-3 5-6-3 17-1-0 6-0-11 34-2-0 6-0-11 6-0-11 0-0-8 34-2-0 0-0-8 0-0-8 8-3-4 25-4-4 8-3-4 17-1-0 8-9-4 8-9-12 8-9-4 34-1-89-10-70-4-38-10-11Scale = 1:64.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.19 14-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.92 Vert(CT) -0.37 2-16 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.76 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1488/0-3-8, (min. 0-1-12), 10=1488/0-3-8, (min. 0-1-12) Max Horiz 2=-216 (LC 17) Max Uplift 2=-431 (LC 12), 10=-431 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2490/612, 3-17=-2414/641, 3-4=-2248/567, 4-5=-2173/594, 5-18=-1581/494, 6-18=-1501/520, 6-19=-1501/520, 7-19=-1581/494, 7-8=-2173/595, 8-9=-2248/568, 9-20=-2414/642, 10-20=-2490/613 BOT CHORD 2-16=-647/2142, 16-21=-419/1759, 21-22=-419/1759, 15-22=-419/1759, 14-15=-419/1759, 13-14=-273/1759, 13-23=-273/1759, 23-24=-273/1759, 12-24=-273/1759, 10-12=-432/2142 WEBS 6-14=-261/1041, 7-14=-616/359, 7-12=-96/486, 9-12=-293/271, 5-14=-616/359, 5-16=-96/486, 3-16=-293/271 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 1-4-3, Interior (1) 1-4-3 to 17-1-0, Exterior (2) 17-1-0 to 20-6-0, Interior (1) 20-6-0 to 36-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf.6) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 B2 13Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:26 Page: 1 ID:iQep?xPZ?s?oUFm_icWG?AzWq?L-udSgFTbOcV2moKixynDFysIogEu2yMTFUSdxFozVrFl I I I :r:: 612 =3x4 =3x4 =4x6 =3x4 =3x4 =4x6 =3x4 =4x6 =4x6 =3x10 =3x4 =4x6 =4x6 =3x4 =3x4 =4x6 =3x4 =3x4 231 2 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 22 4944 5451 213 45 504146 204195186177 42 47 168 4843 159 14105352 1311 12 T2 T1 T2 T1 B1 B3B2 W4 W3 W2 W1 W3W2 W1 ST9 ST10 ST7 ST8ST6ST5ST3 ST4ST2 ST1 ST9 ST10 ST7 ST8 ST6 ST5 ST3 ST4 ST2 ST1 2-0-0 -2-0-0 2-0-0 36-2-0 5-6-3 11-6-13 5-6-3 28-1-5 5-6-3 22-7-3 5-6-3 17-1-0 6-0-11 34-2-0 6-0-11 6-0-11 0-0-8 0-0-8 4-0-0 25-4-4 4-0-0 12-9-12 4-3-4 21-4-4 4-3-4 17-1-0 8-9-4 8-9-12 8-9-12 34-2-09-10-70-4-38-10-11Scale = 1:64.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) 0.01 33 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.01 30 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 22 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 265 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-32 JOINTS 1 Brace at Jt(s): 41, 42, 46, 47 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-11-0. except 35=0-3-8, 29=0-3-8 (lb) - Max Horiz 2=-216 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 24, 25, 26, 36, 38, 39, 40 except 22=-114 (LC 13), 27=-108 (LC 13), 29=-129 (LC 13), 35=-135 (LC 12), 37=-130 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) 24, 25, 26, 28, 36, 38, 39, 40 except 2=282 (LC 1), 22=282 (LC 1), 27=386 (LC 1), 29=281 (LC 24), 35=281 (LC 23), 37=386 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 15-48=-270/33, 27-49=-326/73, 37-44=-326/96, 9-43=-270/27 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 1-4-3, Interior (1) 1-4-3 to 17-1-0, Exterior (2) 17-1-0 to 20-6-0, Interior (1) 20-6-0 to 36-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 27, 37, 36, 38, 39, 40, 26, 25, 24, 22, 35, and 29. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 B3 11Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:26 Page: 1 ID:AdCCDGQCmA7f6PLAGJ1VXNzWq?K-udSgFTbOcV2moKixynDFysIsPE4NyVmFUSdxFozVrFl I I I I I I :r:: I I .____I _ __JI 612 =3x4 =2x4 =3x4 =3x4 =2x4 =3x10 =3x4 =4x6 =3x6 =3x10 =2x4 =3x4 =3x4 =2x4 =3x4 1 15 14 2013 12 21 11 10 9 16 19 2 8 3 7 64 1817 5 T2 T1 T2 T1 B1 B3B2 W4 W3 W2 W1 W4 W3 W2W1 5-6-3 28-1-5 5-6-3 11-6-13 5-6-3 22-7-3 5-6-3 17-1-0 6-0-11 6-0-11 6-0-11 34-2-0 0-0-8 34-2-0 0-0-8 0-0-8 6-0-3 34-1-8 6-0-3 6-0-11 6-8-1 12-8-12 6-8-1 28-1-5 8-8-8 21-5-40-4-38-10-11Scale = 1:57.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.23 11-14 >451 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.67 Vert(CT) -0.33 11-14 >315 180 BCLL 0.0*Rep Stress Incr YES WB 0.59 Horz(CT) 0.01 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-14. WEBS 1 Row at midpt 5-11, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 0-5-8. (lb) - Max Horiz 1=193 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 1 except 9=-116 (LC 13), 11=-348 (LC 13), 14=-385 (LC 12) Max Grav All reactions 250 (lb) or less at joint (s) except 1=369 (LC 23), 9=369 (LC 24), 11=998 (LC 1), 14=998 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-438/90, 2-16=-359/109, 3-4=-77/311, 4-17=-2/288, 5-17=0/379, 5-18=0/379, 6-18=0/288, 6-7=0/311, 8-19=-359/130, 9-19=-438/112 BOT CHORD 1-15=-150/341, 14-15=-150/341, 14-20=-199/275, 13-20=-199/275, 12-13=-199/275, 12-21=-199/275, 11-21=-199/275, 10-11=-28/341, 9-10=-28/341 WEBS 5-11=-326/76, 6-11=-323/283, 8-11=-574/294, 8-10=0/258, 5-14=-326/91, 4-14=-323/283, 2-14=-574/296, 2-15=0/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 3-7-12, Interior (1) 3-7-12 to 17-1-0, Exterior (2) 17-1-0 to 20-6-0, Interior (1) 20-6-0 to 33-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 9. This connection is for uplift only and does not consider lateral forces. 6) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces.7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 B4 11Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:26 Page: 1 ID:AdCCDGQCmA7f6PLAGJ1VXNzWq?K-udSgFTbOcV2moKixynDFysIrKEyyyOAFUSdxFozVrFl I I I 612 =2x4 =2x4 =3x10 =4x6 =2x4 14 1 15 2013 12 11 21 22 10 9 1916 82 3 7 4 6 1817 5 T2 T1 T2 T1 B1 B3B2 W1 W2 W3 W4 W5 W6 W7 W8 5-6-3 11-6-13 5-6-3 28-1-5 5-6-3 22-7-3 5-6-3 17-1-0 6-0-11 6-0-11 6-0-11 34-2-0 0-2-8 0-2-8 0-1-12 12-9-8 5-10-3 6-0-11 6-7-1 12-7-12 6-10-3 19-7-11 6-11-15 26-7-9 7-6-7 34-2-00-4-38-10-11Scale = 1:57.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.09 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.21 9-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=245/0-3-8, (min. 0-1-8), 9=707/ Mechanical, (min. 0-1-8), 14=1764/0-3-8, (min. 0-2-1) Max Horiz 1=193 (LC 12) Max Uplift 1=-67 (LC 12), 9=-238 (LC 13), 14=-460 (LC 12) Max Grav 1=315 (LC 23), 9=722 (LC 24), 14=1764 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-324/94, 2-3=-129/418, 3-4=-102/551, 4-17=-23/523, 5-17=-7/615, 5-18=-343/283, 6-18=-411/265, 6-7=-901/438, 7-8=-1036/411, 8-19=-1106/409, 9-19=-1183/391 BOT CHORD 11-21=-28/540, 21-22=-28/540, 10-22=-28/540, 9-10=-278/1007 WEBS 2-15=0/271, 2-14=-588/294, 4-14=-324/284, 5-14=-1198/278, 5-11=-263/727, 6-11=-580/375, 6-10=-208/561, 8-10=-330/290 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-1-12 to 3-6-12, Interior (1) 3-6-12 to 17-1-0, Exterior (2) 17-1-0 to 20-6-0, Interior (1) 20-6-0 to 34-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 3x4 MT20 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 9. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces.9) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 B5 13Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:26 Page: 1 ID:epmaQcQqXTFWjZwMq1Yk4bzWq?J-udSgFTbOcV2moKixynDFysIqKEz1yO7FUSdxFozVrFl I I I 612 =4x8 =3x4 =3x4 =4x6 =3x4 =4x8 151 2 25 24 23 22 21 20 19 18 17 16 14 2926 3 13124 115 106 2827 97 8 T1 T1 T2 T2 B1 B2 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-9-7 1-9-7 1-9-7 22-7-0 2-0-0 -2-0-0 2-0-0 24-7-0 9-6-1 20-9-9 9-6-1 11-3-8 0-0-8 0-0-8 22-6-8 22-7-06-7-120-4-30-3-80-3-80-11-61-2-144-5-25-8-0Scale = 1:48.9 Plate Offsets (X, Y): [2:0-4-0,0-1-15], [14:0-4-0,0-1-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.08 Horz(CT) 0.01 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 121 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied 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 22-6-0. (lb) - Max Horiz 2=-143 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16, 17, 18, 19, 21, 22, 24, 25 except 14=-116 (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) 16, 17, 18, 19, 20, 21, 22, 24, 25 except 2=285 (LC 1), 14=285 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-81/269, 8-9=-81/276 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Corner (3) -2-0-13 to 0-11-3, Exterior (2) 0-11-3 to 11-3-8, Corner (3) 11-3-8 to 14-3-8, Exterior (2) 14-3-8 to 24-7-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 14, 21, 22, 24, 25, 19, 18, 17, and 16. This connection is for uplift only and does not consider lateral forces. 9) Non Standard bearing condition. Review required. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 C1 11Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:26 Page: 1 ID:epmaQcQqXTFWjZwMq1Yk4bzWq?J-udSgFTbOcV2moKixynDFysIrZE5NyWBFUSdxFozVrFl I I I ::r:: 612 =3x4 =2x4 =3x4 =3x4 =4x6 =3x4 =2x4 =3x4 71 2 10 159 16 8 61411 53 1312 4 T1 T1 B1 B2 W2 W1 W2 W1 2-0-0 -2-0-0 2-0-0 24-7-0 5-4-8 16-8-0 5-4-8 11-3-8 5-11-0 22-7-0 5-11-0 5-11-0 0-0-8 22-7-0 0-0-8 0-0-8 7-2-0 14-10-8 7-8-0 7-8-8 7-8-0 22-6-86-11-110-4-35-11-15Scale = 1:46.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.11 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.20 2-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.20 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1023/0-5-8, (min. 0-1-8), 6=1023/0-5-8, (min. 0-1-8) Max Horiz 2=-150 (LC 17) Max Uplift 2=-311 (LC 12), 6=-311 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1483/343, 3-11=-1408/372, 3-12=-1300/363, 4-12=-1220/379, 4-13=-1220/379, 5-13=-1300/363, 5-14=-1408/372, 6-14=-1483/344 BOT CHORD 2-10=-345/1246, 10-15=-107/841, 9-15=-107/841, 9-16=-107/841, 8-16=-107/841, 6-8=-221/1246 WEBS 4-8=-168/481, 5-8=-301/278, 4-10=-168/481, 3-10=-301/278 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 11-3-8, Exterior (2) 11-3-8 to 14-3-8, Interior (1) 14-3-8 to 24-7-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 C2 15Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:27 Page: 1 ID:epmaQcQqXTFWjZwMq1Yk4bzWq?J-Mp02Tpc0NpAdPUH7WUlUV3r?BeJ2hxWPj6MVoEzVrFk I I I ::r:: 612 =3x4 =2x4 =3x4 =3x4 =4x6 =3x10 =4x8 =3x4 =3x4 =2x4 =3x4 81 2 13 12 11 10 9 71714 63 15 16 4 5 T1 T2 T1 B1 B2 W1 W2 W3W4W3 W2 W1 0-4-0 0-11-0 11-9-0 2-0-0 -2-0-0 2-0-0 24-7-0 5-1-12 10-10-0 5-1-12 16-10-12 5-8-4 5-8-4 5-8-4 22-7-0 0-0-8 22-7-0 0-0-8 0-0-8 0-7-8 11-7-4 5-3-8 10-11-12 5-3-8 16-10-12 5-7-12 5-8-4 5-7-12 22-6-86-8-150-4-35-9-3Scale = 1:48.1 Plate Offsets (X, Y): [5:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) 0.05 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.11 9-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.32 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 126 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. 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) 2=1023/0-5-8, (min. 0-1-8), 7=1023/0-5-8, (min. 0-1-8) Max Horiz 2=-146 (LC 13) Max Uplift 2=-307 (LC 12), 7=-307 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1512/366, 3-14=-1437/393, 3-15=-1060/328, 4-15=-983/353, 4-5=-886/361, 5-16=-978/352, 6-16=-1055/327, 6-17=-1439/393, 7-17=-1514/366 BOT CHORD 2-13=-318/1270, 12-13=-318/1270, 11-12=-318/1270, 10-11=-88/880, 9-10=-245/1272, 7-9=-245/1272 WEBS 3-11=-456/246, 4-11=-97/291, 5-10=-70/254, 6-10=-462/248 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 10-10-0, Exterior (2) 10-10-0 to 15-11-15, Interior (1) 15-11-15 to 24-7-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces. 7) 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 Truss Truss Type Qty Ply 2315 C3 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:27 Page: 1 ID:6?JyeyRSInNNLiVZNk3zcozWq?I-Mp02Tpc0NpAdPUH7WUlUV3r_UeLuhvcPj6MVoEzVrFk I I I ::r:: 612 =3x4 =2x4 =4x6 =3x10 =3x4 =4x8 =3x4 =2x4 =3x4 7 1 10 9 8 614 11 52 431213 T1 T2 T3 B1 B2 W1 W2 W3 W2 W1 2-0-0 24-4-8 4-1-12 17-8-4 4-1-12 8-7-8 4-5-12 4-5-12 4-11-0 13-6-8 4-8-4 22-4-8 0-0-8 22-4-8 4-7-8 13-4-12 8-9-4 8-9-4 8-11-4 22-4-05-8-150-5-70-4-34-9-3Scale = 1:45.5 Plate Offsets (X, Y): [4:0-5-4,0-2-0], [6:0-2-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.18 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.79 Vert(CT) -0.38 1-10 >699 180 BCLL 0.0*Rep Stress Incr YES WB 0.13 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except 2-0-0 oc purlins (5-1-10 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=873/0-3-8, (min. 0-1-8), 6=1025/0-5-8, (min. 0-1-8) Max Horiz 1=-145 (LC 17) Max Uplift 1=-204 (LC 12), 6=-287 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1487/510, 2-11=-1391/524, 2-3=-1231/430, 3-12=-1053/416, 12-13=-1053/416, 4-13=-1053/416, 4-5=-1224/432, 5-14=-1424/532, 6-14=-1485/510 BOT CHORD 1-10=-350/1274, 9-10=-185/1049, 8-9=-185/1049, 6-8=-375/1255 WEBS 2-10=-264/264, 3-10=-35/321, 4-8=-24/321 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 8-9-8, Exterior (2) 8-9-8 to 13-0-7, Interior (1) 13-0-7 to 13-8-8, Exterior (2) 13-8-8 to 18-0-3, Interior (1) 18-0-3 to 24-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 6. This connection is for uplift only and does not consider lateral forces. 7) 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 Truss Truss Type Qty Ply 2315 C4 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:27 Page: 1 ID:6?JyeyRSInNNLiVZNk3zcozWq?I-Mp02Tpc0NpAdPUH7WUlUV3r0veGEhycPj6MVoEzVrFk I I I ::r:: 612 =3x4 =2x4 =3x4 =3x4 =4x6 =4x6 =4x8 =2x4 =4x8 =3x4 7 1 11 10 9 8 616 12 15 2 13 5414 3 T1 T2 T3 T4 B1 B2 W1 W2 W3 W4 W5 W4 2-0-0 24-4-8 2-4-8 11-4-8 4-2-0 15-6-8 4-4-0 9-0-0 4-8-0 4-8-0 6-10-0 22-4-8 0-0-8 22-4-8 3-10-8 15-4-12 5-8-0 11-6-4 5-10-4 5-10-4 6-11-4 22-4-05-11-30-5-70-4-33-9-33-9-31-2-44-11-7Scale = 1:46.3 Plate Offsets (X, Y): [5:0-5-4,0-2-0], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.07 6-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.17 6-8 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except 2-0-0 oc purlins (4-9-9 max.): 4-5. 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) 1=873/0-3-8, (min. 0-1-8), 6=1025/0-5-8, (min. 0-1-8) Max Horiz 1=-149 (LC 13) Max Uplift 1=-208 (LC 12), 6=-338 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1534/459, 2-12=-1461/474, 2-13=-1420/478, 3-13=-1355/499, 3-4=-1602/590, 4-14=-1376/477, 5-14=-1376/477, 5-15=-1342/422, 15-16=-1346/405, 6-16=-1443/389 BOT CHORD 1-11=-329/1310, 10-11=-143/990, 9-10=-143/990, 8-9=-241/1198, 6-8=-244/1192 WEBS 3-11=-161/410, 3-9=-315/885, 4-9=-861/358, 5-8=0/250 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 9-2-0, Exterior (2) 9-2-0 to 11-6-8, Interior (1) 11-6-8 to 15-8-8, Exterior (2) 15-8-8 to 18-8-8, Interior (1) 18-8-8 to 24-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces.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 Truss Truss Type Qty Ply 2315 C5 11Roof Special Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:27 Page: 1 ID:6?JyeyRSInNNLiVZNk3zcozWq?I-Mp02Tpc0NpAdPUH7WUlUV3rxVeJZhvvPj6MVoEzVrFk I I I ::r:: 612 =3x4 =2x4 =3x4 =3x4 =4x6 =4x6 =4x8 =2x4 =4x8 =3x4 7 1 11 10 9 8 617 16 12 2 154 5 13 14 3 T1 T2 T3 T4 B1 B2 W1 W2 W3 W4 W5 W4 2-0-0 24-4-8 4-2-0 17-6-8 4-4-8 13-4-8 4-4-0 9-0-0 4-8-0 4-8-0 4-10-0 22-4-8 0-0-8 22-4-8 3-10-8 17-4-12 4-11-4 22-4-0 6-8-0 13-6-4 6-10-4 6-10-45-11-30-5-70-4-32-9-32-9-32-2-44-11-7Scale = 1:46.1 Plate Offsets (X, Y): [5:0-5-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) 0.11 9-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.21 9-11 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.55 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins, except 2-0-0 oc purlins (3-11-15 max.): 4-5. 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) 1=873/0-3-8, (min. 0-1-8), 6=1025/0-5-8, (min. 0-1-8) Max Horiz 1=-149 (LC 13) Max Uplift 1=-208 (LC 12), 6=-338 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1521/464, 2-12=-1447/479, 2-13=-1346/431, 3-13=-1282/452, 3-14=-2146/752, 4-14=-2202/736, 4-15=-1850/582, 5-15=-1850/582, 5-16=-1448/446, 16-17=-1476/429, 6-17=-1521/423 BOT CHORD 1-11=-338/1299, 10-11=-138/998, 9-10=-138/998, 8-9=-282/1282, 6-8=-285/1277 WEBS 3-11=-97/384, 3-9=-464/1323, 4-9=-1205/476, 5-9=-219/666 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 9-2-0, Exterior (2) 9-2-0 to 12-2-0, Interior (1) 12-2-0 to 17-8-8, Exterior (2) 17-8-8 to 20-8-8, Interior (1) 20-8-8 to 24-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) One RT5 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces.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 Truss Truss Type Qty Ply 2315 C6 11Roof Special Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:27 Page: 1 ID:bCtKrIS435VEzs4lxSaC90zWq?H-Mp02Tpc0NpAdPUH7WUlUV3r_feKhhs4Pj6MVoEzVrFk I I I ::r:: 612 =3x4 =2x4 =3x4 =4x6 =4x6 =3x4 =7x6 =5x12 =4x6 =7x6 =4x6 =3x6 NAILED Special NAILED HJC26 8 1 13 12 11 10 15 9 7 6514 2 4 3 T1 T2 T3 T4 B1 B2 W1 W2 W3 W4 W5 W6 W7 W6 2-0-0 24-4-8 2-10-0 22-4-8 3-2-4 15-4-8 3-2-4 12-2-4 4-2-0 19-6-8 4-2-0 9-0-0 4-10-0 4-10-0 0-0-8 22-4-8 2-11-4 22-4-0 3-10-8 19-4-12 4-10-13 10-5-11 5-0-9 15-6-4 5-6-13 5-6-135-11-30-5-70-4-31-9-31-9-33-2-44-11-7Scale = 1:46.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) 0.17 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.29 10-11 >898 180 BCLL 0.0*Rep Stress Incr NO WB 0.83 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 130 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except 2-0-0 oc purlins (3-10-3 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=907/0-3-8, (min. 0-1-8), 7=1183/0-5-8, (min. 0-1-8) Max Horiz 1=-151 (LC 13) Max Uplift 1=-244 (LC 8), 7=-481 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1628/426, 2-3=-1536/487, 3-4=-1567/493, 4-5=-3651/1214, 5-14=-1803/677, 6-14=-1803/677, 6-7=-2004/724BOT CHORD 1-13=-386/1388, 12-13=-200/1088, 11-12=-200/1088, 10-11=-380/1751, 10-15=-864/3108, 9-15=-864/3108, 7-9=-546/1735 WEBS 3-13=-206/414, 3-11=-303/878, 4-11=-751/372, 4-10=-732/2017, 5-10=-1360/576, 5-9=-1429/421, 6-9=-101/666 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 19-8-2 from the left end to connect truss(es) J6 (1 ply 2x4 SP), CJ01 (1 ply 2x4 SP) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber.11) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 179 lb up at 19-8-8 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 13) 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 (lb/ft) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-8=-60, 1-7=-20 Concentrated Loads (lb) Vert: 6=-54 (B), 9=68 (B), 14=-16 (B), 15=-190 (B) Job Truss Truss Type Qty Ply 2315 C7 11Roof Special Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:28 Page: 1 ID:iiAFalcE?48O1sZFChJFBlzWq?4-q0aQg9de87IU1erK4CGj1HOAk2boQErYym62KgzVrFj I I I ::r:: 612 =3x4 =2x4 =4x6 =5x8 =2x4 =3x4 1 6 5 107 2 4 8 9 3 T1 T2 B1 B2 W2 W1W1 4-4-0 9-0-0 4-4-0 13-4-0 4-8-0 4-8-0 4-10-8 18-2-8 9-0-0 9-0-0 9-2-8 18-2-80-5-70-4-34-11-7Scale = 1:37.3 Plate Offsets (X, Y): [6:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.16 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.90 Vert(CT) -0.34 5-6 >637 180 BCLL 0.0*Rep Stress Incr YES WB 0.21 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=720/0-3-8, (min. 0-1-8), 5=720/ Mechanical, (min. 0-1-8) Max Horiz 1=105 (LC 12) Max Uplift 1=-187 (LC 12), 5=-191 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1180/376, 2-7=-1080/390, 2-8=-904/269, 3-8=-836/290, 3-9=-836/290, 4-9=-905/268, 4-10=-1145/402, 5-10=-1215/387 BOT CHORD 1-6=-336/1004, 5-6=-287/1048 WEBS 3-6=-95/532, 4-6=-351/299, 2-6=-308/280 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-3-12 to 3-3-12, Interior (1) 3-3-12 to 9-2-0, Exterior (2) 9-2-0 to 12-2-0, Interior (1) 12-2-0 to 18-3-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 5. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 C8 11Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:28 Page: 1 ID:bCtKrIS435VEzs4lxSaC90zWq?H-q0aQg9de87IU1erK4CGj1HODV2atQOZYym62KgzVrFj I I I I :::r::: 4.2412 =2x4 =2x4 =3x4 NAILED NAILED NAILED NAILED 1 2 8 65 7 3 4 T1 B1 W1 1-6-2 3-10-9 2-4-8 2-4-8 2-9-15 -2-9-15 0-5-8 3-10-9 3-5-1 3-5-12-8-30-4-31-8-10Scale = 1:34.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.01 2-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.01 2-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.21 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=319/0-7-12, (min. 0-1-8), 4=97/ Mechanical, (min. 0-1-8), 5=-88/ Mechanical, (min. 0-1-8) Max Horiz 2=140 (LC 22) Max Uplift 2=-263 (LC 4), 4=-101 (LC 22), 5=-201 (LC 19) Max Grav 2=339 (LC 35), 4=123 (LC 19), 5=225 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-429/438, 3-7=-299/304 BOT CHORD 2-8=-433/373, 6-8=-433/373 WEBS 3-6=-432/501 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 4. 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=144 (F=72, B=72) Job Truss Truss Type Qty Ply 2315 CJ01 11Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:28 Page: 1 ID:?nZTTKUyM0toqKoKca8vnezWq?E-q0aQg9de87IU1erK4CGj1HO4r2mEQOeYym62KgzVrFj I I I r I 4.2412 =3x4 =2x4 =3x4 =3x4 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 2 9 10 6 11 5 7 3 8 4 T1 W3 B1 W1 W2 2-9-15 -2-9-15 4-8-1 9-9-5 5-1-3 5-1-3 4-8-1 9-9-5 5-1-3 5-1-34-9-30-4-33-9-10Scale = 1:37.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.07 2-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.06 2-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.26 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 48 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied 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 (lb/size) 2=484/0-7-12, (min. 0-1-8), 5=376/ Mechanical, (min. 0-1-8) Max Horiz 2=226 (LC 5) Max Uplift 2=-429 (LC 4), 5=-191 (LC 8) Max Grav 2=594 (LC 35), 5=376 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-716/199, 3-7=-610/216 BOT CHORD 2-9=-266/523, 9-10=-266/523, 6-10=-266/523, 6-11=-266/523, 5-11=-266/523 WEBS 3-5=-579/291 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 5. 6) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=-39 (F=-20, B=-20), 9=151 (F=75, B=75), 11=-36 (F=-18, B=-18) Job Truss Truss Type Qty Ply 2315 CJ02 11Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:28 Page: 1 ID:?nZTTKUyM0toqKoKca8vnezWq?E-q0aQg9de87IU1erK4CGj1HOCv2jgQNoYym62KgzVrFj I I I r ::r::: 4.2412 =3x4 =2x4 =3x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 2 11 12 7 13 65 8 9 3 10 4 T1 B1 W1 W2 2-9-15 -2-9-15 4-8-1 9-9-5 5-1-3 5-1-3 0-6-0 9-9-5 4-2-2 9-3-5 5-1-3 5-1-34-9-30-4-33-9-10Scale = 1:39.2 Plate Offsets (X, Y): [2:0-3-1,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.05 2-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.07 6-7 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.29 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 44 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied 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) 2=490/0-4-15, (min. 0-1-8), 4=138/ Mechanical, (min. 0-1-8), 5=249/ Mechanical, (min. 0-1-8) Max Horiz 2=249 (LC 4) Max Uplift 2=-273 (LC 4), 4=-127 (LC 4), 5=-73 (LC 8) Max Grav 2=576 (LC 35), 4=142 (LC 19), 5=284 (LC 35) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-770/108, 8-9=-688/125, 3-9=-600/135 BOT CHORD 2-11=-245/592, 11-12=-245/592, 7-12=-245/592, 7-13=-245/592, 6-13=-245/592 WEBS 3-7=0/278, 3-6=-642/265 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 4 and 73 lb uplift at joint 5. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=144 (F=72, B=72), 10=-39 (F=-20, B=-20), 13=-36 (F=-18, B=-18) Job Truss Truss Type Qty Ply 2315 CJ03 15Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:28 Page: 1 ID:Tz7rhgVb7J0fSUNWAIf8JszWq?D-q0aQg9de87IU1erK4CGj1HOBX2hjQNMYym62KgzVrFj I I I ::r:: 4.2412 =2x4 =2x4 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 1 2 9 10 65 7 3 8 4 T1 B1 W1 1-11-6 5-2-14 2-9-15 -2-9-15 3-3-7 3-3-7 0-5-5 5-2-14 4-9-8 4-9-83-1-150-4-32-2-6Scale = 1:34.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 2-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 2-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=338/0-7-12, (min. 0-1-8), 4=102/ Mechanical, (min. 0-1-8), 5=1/ Mechanical, (min. 0-1-8) Max Horiz 2=165 (LC 4) Max Uplift 2=-247 (LC 4), 4=-84 (LC 4), 5=-94 (LC 19) Max Grav 2=394 (LC 35), 4=134 (LC 19), 5=240 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-436/296, 3-7=-314/172 BOT CHORD 2-9=-244/322, 9-10=-244/322, 6-10=-244/322 WEBS 3-6=-380/288 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 4 and 94 lb uplift at joint 5. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 7) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 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 (lb/ft) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=144 (F=72, B=72), 10=-5 (F=-2, B=-2) Job Truss Truss Type Qty Ply 2315 CJ04 12Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:28 Page: 1 ID:Tz7rhgVb7J0fSUNWAIf8JszWq?D-q0aQg9de87IU1erK4CGj1HOBh2nuQQ0Yym62KgzVrFj I I I r I 612 =5x6 =2x4 =3x4 =4x10 =3x4 =4x10 =2x4 =7x6 WB =2x4 =3x10 =3x10 =4x6 =3x4 =2x4 =5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED HJC26 101 2 17 16 25 26 15 27 14 28 29 13 30 31 12 11 9 3 8 4 71824192352021 22 6 T1 T2 T1 B1 B2 W1 W2 W3 W4 W3 W4 W3 W4 W3 W2 W1 SB1 2-0-0 -2-0-0 2-0-0 32-0-0 3-0-12 26-0-12 3-0-12 7-0-0 3-11-4 30-0-0 3-11-4 3-11-4 5-2-13 17-7-7 5-4-9 12-4-9 5-4-9 23-0-0 0-0-8 30-0-0 0-0-8 0-0-8 3-2-8 26-0-12 3-2-8 7-1-12 3-10-12 29-11-8 3-10-12 3-11-4 5-2-13 12-4-9 5-2-13 22-10-4 5-2-13 17-7-74-9-150-4-33-10-3Scale = 1:57.9 Plate Offsets (X, Y): [2:0-2-12,0-0-1], [4:0-7-0,0-2-0], [9:0-2-8,0-0-1] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) 0.33 13-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.44 13-15 >801 180 BCLL 0.0*Rep Stress Incr NO WB 0.66 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP DSS BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins, except 2-0-0 oc purlins (2-4-15 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=2392/0-5-8, (min. 0-2-7), 9=2355/0-5-8, (min. 0-2-6) Max Horiz 2=-102 (LC 32) Max Uplift 2=-1029 (LC 8), 9=-1008 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4376/1866, 3-4=-4367/1982, 4-18=-5218/2419, 18-19=-5218/2419, 5-19=-5217/2419, 5-20=-5218/2419, 20-21=-5218/2419, 21-22=-5218/2419, 6-22=-5218/2419, 6-23=-3860/1768, 23-24=-3860/1769, 7-24=-3861/1769, 7-8=-4274/1929, 8-9=-4302/1827 BOT CHORD 2-17=-1634/3829, 16-17=-1634/3829, 16-25=-1715/3913, 25-26=-1715/3913, 15-26=-1715/3913, 15-27=-2312/5212, 14-27=-2312/5212, 14-28=-2312/5212, 28-29=-2312/5212, 13-29=-2312/5212, 13-30=-2312/5212, 30-31=-2312/5212, 12-31=-2312/5212, 11-12=-1552/3762, 9-11=-1552/3762 WEBS 3-16=-247/252, 4-16=-162/695, 4-15=-783/1599, 5-15=-655/577, 6-13=0/464, 6-12=-1657/821, 7-12=-408/1380, 8-12=-239/253 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. This connection is for uplift only and does not consider lateral forces.7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 15-11-4 oc max. starting at 7-0-6 from the left end to 22-11-10 to connect truss(es) J1 (1 ply 2x4 SP), CJ02 (1 ply 2x4 SP), J1 (1 ply 2x4 SP), CJ03 (1 ply 2x4 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 306 lb up at 23-0-0 on top chord. The design/ selection of such connection device(s) is the responsibility of others. 13) 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 (lb/ft) Vert: 1-4=-60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 4=-118 (F), 7=-175 (F), 16=-395 (F), 12=-267 (F), 18=-118 (F), 19=-118 (F), 20=-118 (F), 21=-118 (F), 22=-118 (F), 23=-118 (F), 24=-118 (F), 25=-47 (F), 26=-47 (F), 27=-47 (F), 28=-47 (F), 29=-47 (F), 30=-47 (F), 31=-47 (F) Job Truss Truss Type Qty Ply 2315 D1 11Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:29 Page: 1 ID:Aujdn5dsmOGEe08RmOqUjzzWq?3-IC8otUdHvQQLfoQWevnyaUwFZR2Y9kniAQrcs7zVrFi I I I I I I I I 612 =3x4 =2x4 =4x6 =3x10 =3x4 =2x4 =3x10 =3x10 =4x6 =2x4 =3x4 1 9 2 13 12 11 10 81417 3 7 4 615165 T1 T2 T1 B1 B2 W1 W2 W3 W2 W3 W2 W1 2-0-0 32-0-0 2-0-0 -2-0-0 4-2-12 25-2-12 4-2-12 9-0-0 4-9-4 30-0-0 4-9-4 4-9-4 6-0-0 21-0-0 6-0-0 15-0-0 0-0-8 30-0-0 0-0-8 0-0-8 5-10-4 20-10-4 5-10-4 15-0-0 9-1-4 29-11-8 9-1-4 9-1-125-9-150-4-34-10-3Scale = 1:57.9 Plate Offsets (X, Y): [2:0-2-10,0-1-8], [8:0-2-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.19 8-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.87 Vert(CT) -0.40 8-10 >884 180 BCLL 0.0*Rep Stress Incr YES WB 0.50 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 154 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, except 2-0-0 oc purlins (4-1-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-1-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1319/0-5-8, (min. 0-1-9), 8=1319/0-5-8, (min. 0-1-9) Max Horiz 2=-125 (LC 17) Max Uplift 2=-321 (LC 12), 8=-321 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2106/653, 3-14=-2042/675, 3-4=-1854/573, 4-15=-1621/565, 5-15=-1621/565, 5-16=-1621/565, 6-16=-1621/565, 6-7=-1854/573, 7-17=-2042/675, 8-17=-2106/653 BOT CHORD 2-13=-473/1801, 12-13=-406/1932, 11-12=-406/1932, 10-11=-406/1932, 8-10=-500/1801 WEBS 4-13=-68/530, 5-13=-478/235, 5-10=-478/235, 6-10=-68/530 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 9-0-0, Exterior (2) 9-0-0 to 13-2-15, Interior (1) 13-2-15 to 21-0-0, Exterior (2) 21-0-0 to 25-4-11, Interior (1) 25-4-11 to 32-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 7) 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 Truss Truss Type Qty Ply 2315 D2 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:29 Page: 1 ID:bCtKrIS435VEzs4lxSaC90zWq?H-IC8otUdHvQQLfoQWevnyaUwJSRxZ9nNiAQrcs7zVrFi I I I I 612 =3x4 =2x4 =3x4 =3x4 =4x8 =3x4 =3x4 =5x6 =3x4 =3x4 =2x4 1 2 12 11 10 9 8 7 18 13 3 14 6 17 541516 T1 T2 T3 W7 B1 B2 W1 W2 W3 W4 W3 W5 W6 2-0-0 -2-0-0 5-2-12 11-0-0 5-9-4 5-9-4 4-0-0 23-0-0 8-0-0 19-0-0 0-0-8 0-0-8 0-1-12 20-5-8 1-5-8 20-3-12 2-6-8 23-0-0 5-4-8 11-1-12 5-8-12 5-9-4 7-8-8 18-10-46-9-150-4-33-10-35-10-3Scale = 1:46.6 Plate Offsets (X, Y): [4:0-5-4,0-2-0], [5:0-3-8,0-2-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.17 9-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.61 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 136 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W7:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=936/0-5-8, (min. 0-1-8), 8=1012/0-3-8, (min. 0-1-8) Max Horiz 2=248 (LC 9) Max Uplift 2=-295 (LC 12), 8=-244 (LC 9) Max Grav 2=941 (LC 23), 8=1012 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1326/296, 3-13=-1247/324, 3-14=-886/246, 4-14=-759/271 BOT CHORD 2-12=-463/1103, 11-12=-463/1103, 10-11=-463/1103, 10-18=-290/741, 9-18=-290/741 WEBS 3-10=-424/255, 4-10=-42/432, 4-9=-664/275, 5-9=-33/574, 5-8=-948/325 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 11-0-0, Exterior (2) 11-0-0 to 15-2-15, Interior (1) 15-2-15 to 19-0-0, Exterior (2) 19-0-0 to 22-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 7) 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 Truss Truss Type Qty Ply 2315 D3 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:29 Page: 1 ID:bCtKrIS435VEzs4lxSaC90zWq?H-IC8otUdHvQQLfoQWevnyaUwDfR1O9lgiAQrcs7zVrFi I I I ::r:: 612 =3x4 =2x4 =3x4 =3x4 =3x4 =4x8 =3x4 =3x4 =7x6 =3x10 =2x4 =3x4 =2x4 1 2 14 13 12 11 10 9 15 3 8 4 17716 5 6 T2 T1 T3 T4 W8 B1 B2 W1 W2 W3 W4 W3 W7 W5 W6 2-0-0 -2-0-0 3-3-12 20-3-12 4-0-0 17-0-0 2-8-4 23-0-0 6-2-12 13-0-0 6-9-4 6-9-4 0-0-8 0-0-8 0-1-12 20-5-8 2-6-8 23-0-0 3-5-8 20-3-12 3-8-8 16-10-4 6-4-8 13-1-12 6-8-12 6-9-47-9-150-4-33-10-36-10-3Scale = 1:52.3 Plate Offsets (X, Y): [5:0-5-4,0-2-0], [6:0-3-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.05 2-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.12 2-14 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.72 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W8:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=936/0-5-8, (min. 0-1-8), 10=1012/0-3-8, (min. 0-1-8) Max Horiz 2=265 (LC 11) Max Uplift 2=-307 (LC 12), 10=-198 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1293/302, 3-15=-1208/335, 3-4=-709/229, 4-5=-614/259, 5-6=-322/228 BOT CHORD 2-14=-438/1071, 13-14=-438/1071, 12-13=-438/1071, 11-12=-223/557, 10-11=-114/308 WEBS 3-14=0/288, 3-12=-592/317, 5-12=-87/425, 5-11=-479/208, 6-11=-132/467, 6-10=-757/258 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 13-0-0, Exterior (2) 13-0-0 to 21-2-15, Interior (1) 21-2-15 to 22-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 10. This connection is for uplift only and does not consider lateral forces.7) 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 Truss Truss Type Qty Ply 2315 D4 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:30 Page: 1 ID:3ORi3eTiqOd4b0exV96RiDzWq?G-nOiA5qevgkYCGy?iBdIB6iTW5rL0uA3rP4b9OZzVrFh I I I ::r:: 612 =4x6 =2x4 =3x4 =4x6 =4x8 =3x4 =3x10 =2x4 =4x8 =3x4 =3x4 =2x4 =4x6 Special NAILED NAILED NAILED Special HJC26 NAILED NAILED NAILED HJC26 1 9 2 15 14 13 19 1220 21 11 10 8 3 7 4 61816175 T1 T2 T1 B1 B2 W1 W2 W3 W4 W3 W4 W3 W2 W1 2-0-0 -2-0-0 2-0-0 23-5-0 3-0-12 17-5-12 3-0-12 7-0-0 3-8-8 10-8-8 3-8-8 14-5-0 3-11-4 21-5-0 3-11-4 3-11-4 0-0-8 0-0-8 0-0-8 21-5-0 3-2-8 17-5-12 3-2-8 7-1-12 3-6-12 10-8-8 3-6-12 14-3-4 3-10-12 21-4-8 3-10-12 3-11-44-9-150-4-33-10-3Scale = 1:44.9 Plate Offsets (X, Y): [2:0-9-8,Edge], [4:0-5-4,0-2-0], [6:0-5-4,0-2-0], [8:0-9-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.14 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.19 12 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.23 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 133 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except 2-0-0 oc purlins (3-1-4 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-11-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1665/0-3-8, (min. 0-1-15), 8=1670/0-3-8, (min. 0-2-0) Max Horiz 2=102 (LC 27) Max Uplift 2=-731 (LC 8), 8=-735 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2949/1259, 3-4=-2796/1281, 4-16=-2831/1311, 5-16=-2830/1310, 5-17=-2830/1310, 17-18=-2830/1310, 6-18=-2831/1311, 6-7=-2810/1291, 7-8=-2960/1269 BOT CHORD 2-15=-1113/2576, 14-15=-1113/2576, 13-14=-1113/2576, 13-19=-1054/2485, 12-19=-1054/2485, 12-20=-1020/2499, 20-21=-1020/2499, 11-21=-1020/2499, 10-11=-1019/2586, 8-10=-1019/2586 WEBS 4-13=-92/584, 4-12=-267/515, 5-12=-508/461, 6-12=-257/495, 6-11=-86/596 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 7-4-4 oc max. starting at 7-0-6 from the left end to 14-4-10 to connect truss(es) J1 (1 ply 2x4 SP), CJ03 (1 ply 2x4 SP), J1 (1 ply 2x4 SP), CJ03 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 306 lb up at 7-0-0, and 222 lb down and 306 lb up at 14-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 (lb/ft) Vert: 1-4=-60, 4-6=-60, 6-9=-60, 2-8=-20 Concentrated Loads (lb) Vert: 4=-175 (B), 6=-175 (B), 13=-267 (B), 11=-267 (B), 16=-118 (B), 17=-118 (B), 18=-118 (B), 19=-47 (B), 20=-47 (B), 21=-47 (B) Job Truss Truss Type Qty Ply 2315 E1 11Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:30 Page: 1 ID:e4H??QeUXiO5GAjdJ5MjGAzWq?2-nOiA5qevgkYCGy?iBdIB6iTVRrKTuIqrP4b9OZzVrFh I I I ::r:: 612 =3x4 =2x4 =4x6 =3x10 =4x6 =4x8 =3x4 =2x4 =3x4 1 8 2 11 10 9 71312 3 6 4 5 T1 T2 T1 B1 B2 W1 W2 W3 W2 W1 2-0-0 -2-0-0 2-0-0 23-5-0 3-5-0 12-5-0 4-2-12 16-7-12 4-2-12 9-0-0 4-9-4 21-5-0 4-9-4 4-9-4 0-0-8 0-0-8 0-0-8 21-5-0 3-1-8 12-3-4 9-1-4 21-4-8 9-1-4 9-1-125-9-150-4-34-10-3Scale = 1:45 Plate Offsets (X, Y): [2:0-2-10,0-1-8], [5:0-5-4,0-2-0], [7:0-2-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.20 7-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.40 7-9 >626 180 BCLL 0.0*Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 109 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except 2-0-0 oc purlins (5-10-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=978/0-3-8, (min. 0-1-8), 7=978/0-3-8, (min. 0-1-8) Max Horiz 2=125 (LC 12) Max Uplift 2=-281 (LC 12), 7=-281 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1416/457, 3-12=-1356/479, 3-4=-1128/366, 4-5=-958/376, 5-6=-1127/366, 6-13=-1356/479, 7-13=-1416/457 BOT CHORD 2-11=-319/1201, 10-11=-122/958, 9-10=-122/958, 7-9=-330/1201 WEBS 3-11=-286/254, 4-11=-31/308, 5-9=-39/308, 6-9=-286/254 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 9-0-0, Exterior (2) 9-0-0 to 16-9-11, Interior (1) 16-9-11 to 23-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only and does not consider lateral forces.7) 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 Truss Truss Type Qty Ply 2315 E2 11Hip Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:30 Page: 1 ID:3ORi3eTiqOd4b0exV96RiDzWq?G-nOiA5qevgkYCGy?iBdIB6iTXPrHpuJ6rP4b9OZzVrFh I I I ::r:: 612 =3x4 =2x4 =3x4 =3x4 =4x6 =3x4 =2x4 =3x4 1 7 2 10 9 8 61411 3 5 1312 4 T1 T1 B1 B2 W2 W1 W2 W1 2-0-0 -2-0-0 2-0-0 23-5-0 5-1-0 15-9-8 5-1-0 10-8-8 5-7-8 21-5-0 5-7-8 5-7-8 0-0-8 0-0-8 0-0-8 21-5-0 6-9-5 14-1-3 7-3-5 21-4-8 7-3-5 7-3-136-8-30-4-35-8-7Scale = 1:45.1 Plate Offsets (X, Y): [2:0-2-0,Edge], [6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.08 2-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.17 2-10 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.19 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 102 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-4 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) 2=978/0-3-8, (min. 0-1-8), 6=978/0-3-8, (min. 0-1-8) Max Horiz 2=144 (LC 12) Max Uplift 2=-298 (LC 12), 6=-298 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1424/330, 3-11=-1352/357, 3-12=-1249/349, 4-12=-1173/365, 4-13=-1173/365, 5-13=-1248/349, 5-14=-1352/356, 6-14=-1424/329 BOT CHORD 2-10=-329/1199, 9-10=-102/808, 8-9=-102/808, 6-8=-214/1199 WEBS 4-8=-161/463, 5-8=-292/266, 4-10=-161/463, 3-10=-292/265 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 10-8-8, Exterior (2) 10-8-8 to 13-8-8, Interior (1) 13-8-8 to 23-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 E3 11Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:30 Page: 1 ID:3ORi3eTiqOd4b0exV96RiDzWq?G-nOiA5qevgkYCGy?iBdIB6iTXhrLTuJOrP4b9OZzVrFh I I I ::r:: 612 =4x8 =3x4 =2x4 =2x4 =4x6 =2x4 =2x4 =2x4 =3x4 =4x8 91 2 12 11 10 8 1413 7364 5 T1 T1 T2 T2 B1 ST2 ST1 ST1 1-9-7 10-1-0 1-9-7 1-9-7 2-0-0 12-1-0 2-0-0 -2-0-0 3-3-1 5-0-8 3-3-1 8-3-9 0-0-8 0-0-8 10-0-8 10-1-03-6-40-4-30-3-80-3-80-11-61-2-141-3-102-6-8Scale = 1:29.6 Plate Offsets (X, Y): [2:0-4-0,0-1-15], [8:0-4-0,0-1-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 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 10-0-0. (lb) - Max Horiz 2=-73 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 12 except 2=-130 (LC 12), 8=-142 (LC 13) Max Grav All reactions 250 (lb) or less at joint (s) 10, 11, 12 except 2=280 (LC 1), 8=280 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Corner (3) -2-0-13 to 0-11-3, Exterior (2) 0-11-3 to 5-0-8, Corner (3) 5-0-8 to 8-0-8, Exterior (2) 8-0-8 to 12-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable studs spaced at 2-0-0 oc. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 8, 12, and 10. This connection is for uplift only and does not consider lateral forces.8) Non Standard bearing condition. Review required. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 G1 11Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:30 Page: 1 ID:3ORi3eTiqOd4b0exV96RiDzWq?G-nOiA5qevgkYCGy?iBdIB6iTWzrTRuKGrP4b9OZzVrFh I I I :::r::: 612 =3x4 =4x6 =2x4 =3x4 51 2 6 4 7 10 8 9 3 T1 T1 B1 W1 2-0-0 12-1-0 2-0-0 -2-0-0 5-0-8 5-0-8 5-0-8 10-1-0 0-0-8 0-0-8 0-0-8 10-1-0 5-0-0 5-0-8 5-0-0 10-0-83-10-30-4-32-10-7Scale = 1:30.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.01 4-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.03 4-6 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied 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) 2=524/0-3-8, (min. 0-1-8), 4=524/0-3-8, (min. 0-1-8) Max Horiz 2=-80 (LC 13) Max Uplift 2=-182 (LC 12), 4=-182 (LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-480/109, 7-8=-428/111, 3-8=-405/134, 3-9=-405/134, 9-10=-428/111, 4-10=-480/110 BOT CHORD 2-6=-13/359, 4-6=-13/359 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 5-0-8, Exterior (2) 5-0-8 to 8-0-8, Interior (1) 8-0-8 to 12-1-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 G2 11Common Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:3ORi3eTiqOd4b0exV96RiDzWq?G-FaGZIAfXR2g3u6avlKpQfv0iRFjCdnH?ekKix?zVrFg I I I :::r::: 612 =3x4 =2x4 =3x4 =4x6 =2x4 JL24 JL24 1 6 5 7 4 2 3 T1 W3 B1 W1 W2 2-11-8 6-6-0 3-6-8 3-6-8 2-11-8 6-6-0 3-6-8 3-6-83-7-30-4-33-7-3Scale = 1:33.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.01 1-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.02 1-5 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied 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 (lb/size) 1=505/0-4-0, (min. 0-1-8), 4=487/0-5-8, (min. 0-1-8) Max Horiz 1=167 (LC 5) Max Uplift 1=-127 (LC 8), 4=-165 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-713/160 BOT CHORD 1-6=-181/609, 5-6=-181/609, 5-7=-181/609, 4-7=-181/609 WEBS 2-5=-50/460, 2-4=-715/259 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 4. This connection is for uplift only and does not consider lateral forces.5) Use USP JL24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-1-12 from the left end to 4-1-12 to connect truss(es) J1C (1 ply 2x4 SP) to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) 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 (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-248 (F), 7=-248 (F) Job Truss Truss Type Qty Ply 2315 GR1 11Monopitch Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:7HrNCme6I?WyuKIqtptyoOzWq?1-FaGZIAfXR2g3u6avlKpQfv0m1Flidmf?ekKix?zVrFg I I I 612 =4x8 =4x8 =3x10 =8x10 =4x6 =4x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Special NAILED NAILED Special HJC26 NAILED NAILED Special 9 10 1 6 11 12 13 5 14 4 3278 T1 T2 T1 B1 W1 W2 W1 3-9-8 3-9-8 3-9-8 12-5-0 4-10-0 8-7-8 0-0-8 12-5-0 0-0-8 0-0-8 3-10-12 3-11-4 3-10-12 12-4-8 4-6-8 8-5-120-4-32-2-15Scale = 1:41.5 Plate Offsets (X, Y): [1:0-4-0,0-1-15], [2:0-5-4,0-2-0], [4:0-4-0,0-1-15], [5:0-3-8,0-6-4], [6:0-6-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(CT) -0.13 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.59 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 207 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=5994/0-5-8, (min. 0-2-0), 4=5948/0-5-8, (min. 0-2-0) Max Horiz 1=40 (LC 34) Max Uplift 1=-1522 (LC 8), 4=-1499 (LC 9) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9616/2446, 2-7=-9389/2383, 7-8=-9389/2383, 3-8=-9389/2383, 3-4=-10150/2540 BOT CHORD 1-9=-2174/8566, 9-10=-2174/8566, 6-10=-2174/8566, 6-11=-2240/8875, 11-12=-2240/8875, 12-13=-2240/8875, 5-13=-2240/8875, 5-14=-2237/9044, 4-14=-2237/9044 WEBS 2-6=-815/3793, 2-5=-123/656, 3-5=-902/4244 NOTES 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3-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: 2x8 - 4 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) HUGT3 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 10) Two RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-7-12 from the left end to 10-7-12 to connect truss(es) A8 (1 ply 2x4 SP), A7 (1 ply 2x4 SP), A6 (1 ply 2x4 SP), A5 (1 ply 2x4 SP), A4 (1 ply 2x4 SP), A3 (1 ply 2x4 SP) to front face of bottom chord. 13) Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 3-9-14 from the left end to connect truss(es) J5 (1 ply 2x4 SP), CJ04 (1 ply 2x4 SP) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 16) Minimum 3-ply stud required beneath truss to attach HUGT3 tiedown. For wood installation 4-LBP58-TZ washers are required if 5/8" dia. bolt is used. 17) Double installations of RT8A require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 161 lb up at 3-9-8, and 131 lb down and 161 lb up at 8-7-8 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 Uniform Loads (lb/ft) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 1-4=-20 Concentrated Loads (lb) Vert: 2=-49 (B), 3=-49 (B), 6=-15 (B), 5=-2168 (F=-2153, B=-15), 9=-1448 (F), 10=-1437 (F), 11=-1480 (F), 12=-15 (B), 13=-2170 (F=-2155, B=-15), 14=-2153 (F) Job Truss Truss Type Qty Ply 2315 HG1 31Hip Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:7HrNCme6I?WyuKIqtptyoOzWq?1-FaGZIAfXR2g3u6avlKpQfv0hnFj6dfU?ekKix?zVrFg I I I 612 =2x4 1 2 4 5 6 3 T1 B1 2-0-0 -2-0-0 7-0-0 7-0-0 0-0-8 0-0-8 6-11-8 7-0-04-9-150-4-33-10-3Scale = 1:30.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.12 2-4 >663 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.24 2-4 >331 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied 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) 2=430/0-5-8, (min. 0-1-8), 3=178/ Mechanical, (min. 0-1-8), 4=67/ Mechanical, (min. 0-1-8) Max Horiz 2=227 (LC 12) Max Uplift 2=-138 (LC 12), 3=-166 (LC 12) Max Grav 2=430 (LC 1), 3=178 (LC 1), 4=134 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 3. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J1 125Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-FaGZIAfXR2g3u6avlKpQfv0dqFgOdod?ekKix?zVrFg I I I :::r::: 612 =2x4 1 3 4 5 2 T1 B1 7-0-0 0-0-8 0-0-8 6-11-8 7-0-03-10-30-4-33-10-3Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.13 1-3 >639 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.26 1-3 >319 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied 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) 1=272/0-3-8, (min. 0-1-8), 2=204/ Mechanical, (min. 0-1-8), 3=68/ Mechanical, (min. 0-1-8) Max Horiz 1=183 (LC 12) Max Uplift 1=-48 (LC 12), 2=-184 (LC 12) Max Grav 1=272 (LC 1), 2=204 (LC 1), 3=136 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 lb uplift at joint 2. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J1A 14Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-FaGZIAfXR2g3u6avlKpQfv0iYFg8dod?ekKix?zVrFg I I I :::r::: 612 =2x4 1 3 4 5 2 T1 B1 7-0-0 0-0-8 0-0-8 6-11-8 7-0-03-10-30-4-33-10-3Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.12 1-3 >663 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.24 1-3 >331 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied 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) 1=268/0-5-8, (min. 0-1-8), 2=201/ Mechanical, (min. 0-1-8), 3=67/ Mechanical, (min. 0-1-8) Max Horiz 1=183 (LC 12) Max Uplift 1=-47 (LC 12), 2=-182 (LC 12) Max Grav 1=268 (LC 1), 2=201 (LC 1), 3=134 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 2. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J1B 15Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-FaGZIAfXR2g3u6avlKpQfv0jiFgOdod?ekKix?zVrFg I I I :::r::: 612 =2x4 1 3 4 5 2 T1 B1 6-10-0 6-10-03-10-30-5-33-10-3Scale = 1:24.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.12 1-3 >663 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.24 1-3 >331 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied 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) 1=268/ Mechanical, (min. 0-1-8), 2=201/ Mechanical, (min. 0-1-8), 3=67/ Mechanical, (min. 0-1-8) Max Horiz 1=183 (LC 12) Max Uplift 1=-47 (LC 12), 2=-182 (LC 12) Max Grav 1=268 (LC 1), 2=201 (LC 1), 3=134 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-4 to 3-2-4, Interior (1) 3-2-4 to 6-10-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 47 lb uplift at joint 1 and 182 lb uplift at joint 2. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J1C 13Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:31 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-FaGZIAfXR2g3u6avlKpQfv0jiFgOdod?ekKix?zVrFg I I I I 612 =2x4 1 3 4 5 2 T1 B1 7-0-0 0-0-8 0-0-8 6-11-8 7-0-03-10-30-4-33-10-3Scale = 1:29.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.12 1-3 >663 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.24 1-3 >331 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 22 lb FT = 20% LUMBER TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied 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) 1=268/0-5-8, (min. 0-1-8), 2=201/ Mechanical, (min. 0-1-8), 3=67/ Mechanical, (min. 0-1-8) Max Horiz 1=183 (LC 12) Max Uplift 1=-47 (LC 12), 2=-182 (LC 12) Max Grav 1=268 (LC 1), 2=201 (LC 1), 3=134 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 182 lb uplift at joint 2. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J1D 11Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7YuSf0dMFt8tO4GTRzVrFf I I I :::r::: 612 =3x6 =3x10 =4x6 =4x6 JUS24 JUS24 JUS24 1 7 6 8 54 2 3 T1 B1 W1 W2 3-1-12 3-1-12 3-10-4 7-0-0 0-0-8 0-0-8 0-4-4 7-0-0 3-1-4 3-1-12 3-6-0 6-7-123-10-30-4-33-10-3Scale = 1:37.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.04 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 1.00 Vert(CT) -0.06 5-6 >999 180 BCLL 0.0*Rep Stress Incr NO WB 0.69 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1454/0-5-8, (min. 0-1-11), 3=101/ Mechanical, (min. 0-1-8), 5=1090/ Mechanical, (min. 0-1-8) Max Horiz 1=179 (LC 23) Max Uplift 1=-471 (LC 8), 3=-84 (LC 8), 5=-384 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2046/633 BOT CHORD 1-7=-701/1791, 6-7=-701/1791, 6-8=-701/1791, 5-8=-701/1791 WEBS 2-6=-444/1441, 2-5=-1935/758 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 lb uplift at joint 3 and 384 lb uplift at joint 5. 7) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 8) Use USP JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-1-8 from the left end to 5-1-8 to connect truss(es) B5 (1 ply 2x4 SP) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 6=-702 (B), 7=-703 (B), 8=-702 (B) Job Truss Truss Type Qty Ply 2315 J1GR 11Jack-Open Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Tz7rhgVb7J0fSUNWAIf8JszWq?D-jnqxWWg9CLowWF95J2KfC7YtJfw7M538tO4GTRzVrFf I I I 612 =2x4 1 2 4 5 6 3 T1 B1 2-0-0 -2-0-0 4-10-15 4-10-15 0-0-8 0-0-8 4-10-7 4-10-153-9-60-4-32-9-10Scale = 1:32.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-15 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) 2=357/0-5-8, (min. 0-1-8), 3=104/ Mechanical, (min. 0-1-8), 4=46/ Mechanical, (min. 0-1-8) Max Horiz 2=173 (LC 12) Max Uplift 2=-129 (LC 12), 3=-104 (LC 12) Max Grav 2=357 (LC 1), 3=104 (LC 1), 4=92 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 4-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3. 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J2 112Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7Ytmf5jMFt8tO4GTRzVrFf I I I I 612 =2x4 1 5 2 4 6 3 T1 B1 2-0-0 -2-0-0 2-10-15 2-10-15 0-0-8 0-0-8 2-10-7 2-10-152-9-60-4-31-9-10Scale = 1:28.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) 0.00 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 13 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-15 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) 2=303/0-5-8, (min. 0-1-8), 3=18/ Mechanical, (min. 0-1-8), 4=26/ Mechanical, (min. 0-1-8) Max Horiz 2=121 (LC 12) Max Uplift 2=-132 (LC 12), 3=-33 (LC 12) Max Grav 2=303 (LC 1), 3=22 (LC 19), 4=52 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 2-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint 3. 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J3 116Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7Ytbf8dMFt8tO4GTRzVrFf I I I I I 612 =3x6 1 2 4 3 T1 B1 0-10-15 0-10-15 2-0-0 -2-0-0 0-0-8 0-0-8 0-10-7 0-10-151-9-60-4-30-9-10Scale = 1:29.2 Plate Offsets (X, Y): [2:0-6-0,0-0-6] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT) 0.00 2 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACINGTOP CHORD Structural wood sheathing directly applied or 0-10-15 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) 2=317/0-5-8, (min. 0-1-8), 3=-131/ Mechanical, (min. 0-1-8), 4=9/ Mechanical, (min. 0-1-8) Max Horiz 2=70 (LC 12) Max Uplift 2=-185 (LC 12), 3=-131 (LC 1) Max Grav 2=317 (LC 1), 3=87 (LC 12), 4=17 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 lb uplift at joint 3. 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J4 116Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7Yugf9iMFt8tO4GTRzVrFf I I I I I I I H 612 =2x4 1 5 2 4 6 3 T1 B1 2-0-0 -2-0-0 3-9-8 3-9-8 0-0-8 0-0-8 3-9-0 3-9-83-2-110-4-32-2-15Scale = 1:30.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 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) 2=323/0-5-8, (min. 0-1-8), 3=60/ Mechanical, (min. 0-1-8), 4=35/ Mechanical, (min. 0-1-8) Max Horiz 2=144 (LC 12) Max Uplift 2=-128 (LC 12), 3=-66 (LC 12) Max Grav 2=323 (LC 1), 3=60 (LC 1), 4=70 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) -2-0-13 to 0-11-3, Interior (1) 0-11-3 to 3-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3. 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J5 14Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7Ytmf7aMFt8tO4GTRzVrFf I I I :::r::: 612 =2x4 1 3 2 T1 B1 2-10-0 0-0-8 0-0-8 2-9-8 2-10-01-9-30-4-31-9-3Scale = 1:27.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 1-3 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 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) 1=102/0-5-8, (min. 0-1-8), 2=76/ Mechanical, (min. 0-1-8), 3=25/ Mechanical, (min. 0-1-8) Max Horiz 1=74 (LC 12) Max Uplift 1=-15 (LC 12), 2=-72 (LC 12) Max Grav 1=102 (LC 1), 2=76 (LC 1), 3=51 (LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J6 11Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7YySf8iMFt8tO4GTRzVrFf I I I r 612 =2x4 JUS24 1 4 3 2 T1 B1 2-10-0 0-0-8 0-0-8 2-9-8 2-10-01-9-30-4-31-9-3Scale = 1:31.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.02 1-3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.95 Vert(CT) -0.04 1-3 >715 180 BCLL 0.0*Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 9 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=621/0-5-8, (min. 0-1-8), 2=76/ Mechanical, (min. 0-1-8), 3=210/ Mechanical, (min. 0-1-8) Max Horiz 1=74 (LC 8) Max Uplift 1=-163 (LC 8), 2=-72 (LC 8), 3=-37 (LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 2. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 3. This connection is for uplift only and does not consider lateral forces. 8) Use USP JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent at 0-10-12 from the left end to connect truss(es) C8 (1 ply 2x4 SP) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-60, 1-3=-20 Concentrated Loads (lb) Vert: 4=-703 (F) Job Truss Truss Type Qty Ply 2315 J6A 11Jack-Open Girder Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Tz7rhgVb7J0fSUNWAIf8JszWq?D-jnqxWWg9CLowWF95J2KfC7YvsfxwMFt8tO4GTRzVrFf I I I r II I 612 =5x6 1 2 4 3 T1 W1 B1 0-10-15 0-10-15 2-0-0 -2-0-0 0-0-8 0-0-8 0-10-7 0-10-151-9-60-4-30-9-10Scale = 1:31.6 Plate Offsets (X, Y): [3:0-4-11,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT) 0.00 2 >999 180 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 0-10-15 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 (lb/size) 2=341/0-5-8, (min. 0-1-8), 4=-157/ Mechanical, (min. 0-1-8) Max Horiz 2=56 (LC 16) Max Uplift 2=-207 (LC 12), 4=-157 (LC 1) Max Grav 2=341 (LC 1), 4=118 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-283/164 NOTES 1) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members.4) Refer to girder(s) for truss to truss connections. 5) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 6) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 2315 J01 12Jack-Open Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:Xa?5G_TKbilxCAD83tdgERzWq?F-jnqxWWg9CLowWF95J2KfC7Yugf6WMFt8tO4GTRzVrFf I I I 612 =3x6 =3x6 =3x6 =3x6 1 6 2 5 3 7 4 T1 T2 T1B1 0-10-13 12-8-0 0-10-13 0-10-13 1-0-11 1-11-8 1-0-11 11-9-3 8-9-0 10-8-8 10-10-61-0-00-4-30-1-8-0-1-80-10-80-10-8Scale = 1:27.7 Plate Offsets (X, Y): [2:0-2-9,0-1-8], [3:0-2-15,0-2-5], [4:0-2-15,0-2-5], [5:0-2-9,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP DSS BOT CHORD 2x4 SP DSS BRACINGTOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except 2-0-0 oc purlins (5-1-12 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=470/10-10-6, (min. 0-1-8), 5=470/10-10-6, (min. 0-1-8) Max Horiz 2=19 (LC 12) Max Uplift 2=-138 (LC 9), 5=-138 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1089/556, 3-7=-1064/529, 4-7=-1064/529, 4-5=-1089/566 BOT CHORD 2-5=-467/1064 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-4-3 to 6-2-15, Interior (1) 6-2-15 to 10-9-0, Exterior (2) 10-9-0 to 12-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces.10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Truss Truss Type Qty Ply 2315 PB1 12Piggyback Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:32 Page: 1 ID:?nZTTKUyM0toqKoKca8vnezWq?E-jnqxWWg9CLowWF95J2KfC7Yq4f2fMFt8tO4GTRzVrFf I I I C5<l C5<l C5<l C5<l I I I d-s ---~ 612 =3x4 =3x4 =2x4 =2x4 =2x4 =4x6 =3x4 1 7 2 9 8 6 51034 T1 T2 T1 B1 ST2ST1 0-10-13 12-8-0 0-10-13 0-10-13 2-5-11 3-4-8 2-5-11 11-9-3 5-11-0 9-3-8 10-10-61-8-80-4-30-1-8-0-1-81-7-01-7-0Scale = 1:27.3 Plate Offsets (X, Y): [3:0-2-0,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a - n/a 999 BCLL 0.0*Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. 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 10-10-6. (lb) - Max Horiz 2=35 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 8 except 9=-107 (LC 9) Max Grav All reactions 250 (lb) or less at joint (s) 2, 6, 8 except 9=345 (LC 23) 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=130mph (3-second gust) Vasd=101mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-4-3 to 7-7-15, Interior (1) 7-7-15 to 9-4-0, Exterior (2) 9-4-0 to 12-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 4-0-0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 6, 8, and 9. This connection is for uplift only and does not consider lateral forces.10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 Truss Truss Type Qty Ply 2315 PB2 11Piggyback Job Reference (optional) Run: 8.33 S Jan 8 2020 Print: 8.330 S Jan 8 2020 MiTek Industries, Inc. Mon Mar 30 06:27:33 Page: 1 ID:?nZTTKUyM0toqKoKca8vnezWq?E-BzNJjshnzfwn8PkHtlsukK5503TX5iBH52pp?uzVrFe I I I I I I