The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 18-00569 - 1044 N 2nd E - Porter RV Storage1.5 12 =7x10 =3x4 =6x8=MT20HS 5x12 =4x5 =4x12 =4x12 =2x4 =7x10 =4x8 =2x4 =2x4 =5x8 =5x8=6x8 =6x8 16 15 14 13 12 11 19 20 10 1 17 2 3 4 5 6 7 8 18 9 T3 T1 T2 W 1 3 W 1 B1 B1B2 W3 W 4 W6 W 7 W 9 W 1 0 W 1 2 W11 W2 W5 W8 4-6-1134-5-44-9-919-7-74-9-1014-9-144-10-144-10-14 5-1-710-0-4 5-1-824-9-0 5-1-929-10-8 5-8-240-1-6 9-7-319-7-710-0-410-0-4 10-2-1340-1-610-3-129-10-8 7 -0 -3 2 -0 -0 7 -0 -3 Scale = 1:67.4 Plate Offsets (X, Y):[2:0-5-0,0-2-0], [4:0-5-0,0-4-8], [6:0-5-0,0-4-8], [10:0-4-0,0-4-0], [11:0-2-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.50 13-15 >956 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.68 13-15 >700 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IBC2015/TPI2014 Matrix-S Wind(LL)0.23 13-15 >999 240 BCDL 8.0 Weight: 267 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SSWEBS2x4 DF Stud/Std *Except* W13,W1:2x6 DF 1800F 1.6E or 2x6 DF SS, W12,W11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 1 Row at midpt 6-11, 8-10, 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)10=1983/0-6-12, (min. 0-2-12), 16=1983/0-5-8, (min. 0-2-5) Max Horiz 16=261 (LC 11) Max Uplift 10=-485 (LC 14), 16=-467 (LC 10) Max Grav 10=2588 (LC 20), 16=2190 (LC 20) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-270/47, 2-3=-6058/1237, 3-4=-6063/1263, 4-5=-6050/1197, 5-6=-6061/1222, 6-7=-3703/709, 7-8=-3691/733, 9-10=-297/90, 1-16=-273/91 BOT CHORD 15-16=-986/4199, 14-15=-1316/6265, 13-14=-1316/6265, 12-13=-962/5033, 11-12=-962/5033, 11-19=-354/2094, 19-20=-354/2094, 10-20=-354/2094 WEBS 2-15=-298/1945, 3-15=-428/169, 4-13=-508/182, 5-13=-496/161, 6-11=-1882/445, 7-11=-545/150, 8-10=-3029/609,8-11=-451/2502, 2-16=-4362/989, 4-15=-335/71, 6-13=-278/1278 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 4-2-14, Interior (1) 4-2-14 to 39-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 3)Unbalanced snow loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 8.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 10 and 467 lb uplift at joint 16. 8)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-055795T A1 Monopitch 371 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Wed Oct 02 11:44:38 Page: 1 ID:SHMwkTIQ8VQArzxl9AmnRsyo6yT-5BnYNCT5AbqNMV2Xcg64ZhMGBUyV_8KdHA?JEyyXS7t 1.5 12 =7x10 =3x4 =6x8 =4x5 =4x12 =4x12 =7x10 =4x8 =5x8 =5x8=6x8 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =7x10 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4=1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4=1.5x4=1.5x4=1.5x4 =1.5x4 =1.5x4 =MT20HS 8x12 16 15 14 13 12 11 62 63 10 1 60 2 3 4 5 6 7 8 61 9 T3 T1 T2 W 1 3 W 1 B1 B1B2 W3 W 4 W6 W 7 W 9 W 1 0 W 1 2 W11 W2 W5 W8 S T 2 6 S T 2 7 S T 2 4 S T 2 5 S T 2 3 S T 2 1 S T 2 2 S T 1 9 S T 2 0 S T 1 7 S T 1 8 S T 1 6 S T 1 4 S T 1 5 S T 1 3 S T 1 1 S T 1 2 S T 9 S T 1 0 S T 8 S T 6 S T 7 S T 5 S T 4 S T 3 S T 1 S T 2 4-6-1134-5-44-9-919-7-74-9-1014-9-144-10-144-10-14 5-1-710-0-4 5-1-824-9-0 5-1-929-10-8 5-8-240-1-6 9-7-319-7-710-0-410-0-4 10-2-1340-1-610-3-129-10-8 7 -0 -3 2 -0 -0 7 -0 -3 Scale = 1:67.4 Plate Offsets (X, Y):[2:0-5-0,0-2-0], [4:0-5-0,0-4-8], [6:0-5-0,0-4-8], [10:0-4-0,0-4-0], [11:0-2-0,0-2-0], [12:0-5-0,0-4-8], [57:0-1-12,0-0-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.50 13-15 >956 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.68 13-15 >700 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IBC2015/TPI2014 Matrix-S Wind(LL)0.23 13-15 >999 240 BCDL 8.0 Weight: 344 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SSWEBS2x4 DF Stud/Std *Except* W13,W1:2x6 DF 1800F 1.6E or 2x6 DF SS, W12,W11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 1 Row at midpt 6-11, 8-10, 2-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)10=1983/0-6-12, (min. 0-2-12), 16=1983/0-5-8, (min. 0-2-5) Max Horiz 16=261 (LC 11) Max Uplift 10=-485 (LC 14), 16=-467 (LC 10) Max Grav 10=2588 (LC 20), 16=2190 (LC 20) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-60=-270/47, 2-3=-6058/1237, 3-4=-6063/1263, 4-5=-6050/1197, 5-6=-6061/1222, 6-7=-3703/709, 7-8=-3691/733,9-10=-297/90, 1-16=-273/91 BOT CHORD 15-16=-986/4199, 14-15=-1316/6265, 13-14=-1316/6265, 12-13=-962/5033, 11-12=-962/5033, 11-62=-354/2094, 62-63=-354/2094, 10-63=-354/2094 WEBS 2-15=-298/1945, 3-15=-428/169, 4-13=-508/182, 5-13=-496/161, 6-11=-1882/445, 7-11=-545/150, 8-10=-3029/609, 8-11=-451/2502, 2-16=-4362/989, 4-15=-335/71, 6-13=-278/1278 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) 0-2-12 to 4-2-14, Interior (1) 4-2-14 to 39-10-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRSfor reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00; IBC 1607.11.2 minimum roof live load applied where required. 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated.6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord andany other members, with BCDL = 8.0psf. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 10 and 467 lb uplift at joint 16. 11)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-055795T A1G Monopitch 7 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Wed Oct 02 11:44:39 Page: 1 ID:SHMwkTIQ8VQArzxl9AmnRsyo6yT-ZNLxbXTjxvyEzfdjAOdJ6uvRwuIkjbamWqktmOyXS7s