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HomeMy WebLinkAboutTRUSS SPECS - 21-00215 - 1078 Greenside Loop - New SFR712 211 2 31 3029404128 20 39 193184 175 166 157 148 139 1210 11 T2 T1 T2 T1B1B3B2 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:64.5 Plate Offsets (X, Y): [2:0-1-0,Edge], [20:0-1-0,Edge], [29:0-4-0,0-1-4] 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 0.56 Vert(LL) -0.02 30-31 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT) -0.03 30-31 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 20 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.00 30-31 >999 240 BCDL 7.0 Weight: 222 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E OTHERS 2x4 DF Stud/Std 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 10-31, 12-28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-8-0. except 27=13-3-8, 26=13-3-8, 25=13-3-8, 24=13-3-8, 23=13-3-8, 22=13-3-8, 20=13-3-8 (lb) - Max Horiz 2=-167 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 20, 23, 24, 25, 26, 27, 33, 34, 35, 36, 37 except 22=-185 (LC 14), 38=-185 (LC 14) Max Grav All reactions 250 (lb) or less at joint (s) 22, 23, 24, 25, 26, 34, 35, 36, 37, 38 except 2=581 (LC 14), 20=581 (LC 14), 27=739 (LC 16), 33=720 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/12, 3-4=-378/0, 4-5=-338/4, 5-6=-381/18, 6-7=-380/30, 7-8=-381/42, 8-9=-391/67, 9-10=-429/99, 10-11=-389/126, 11-12=-388/125, 12-13=-430/99, 13-14=-390/67, 14-15=-381/37, 15-16=-380/24, 16-17=-381/12, 17-18=-338/0, 18-19=-378/0, 19-20=-393/0 BOT CHORD 2-38=-2/292, 37-38=-2/292, 36-37=-2/292, 35-36=-2/292, 34-35=-2/292, 33-34=-2/292, 32-33=-2/292, 31-32=-2/292, 31-39=-2/292, 30-39=-2/292, 29-30=-2/292, 29-40=-2/292, 40-41=-2/292, 28-41=-2/292, 27-28=-2/292, 26-27=-2/292, 25-26=-2/292, 24-25=-2/292, 23-24=-2/292, 22-23=-2/292, 20-22=-2/292 WEBS 9-33=-348/48, 13-27=-352/49 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 33, 34, 35, 36, 37, 27, 26, 25, 24, 23, 20 except (jt=lb) 38=184, 22=184. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 10 lb up at 15-0-4, and 42 lb down and 9 lb up at 17-0-4, and 41 lb down and 10 lb up at 17-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-11=-84, 11-21=-84, 2-20=-14 Concentrated Loads (lb) Vert: 39=-36, 40=-36, 41=-36 Job Truss Truss Type Qty Ply J1405-20 A01G 11Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:40 Page: 1 ID:NfUwZKuZujfwReqb2hYTT5yUAWs-_Vh9Y7zW4d5jB14wOjlSfhC8nyGwSbTuVj3V6VyaLBH 1 11 2 16 23 24 15 14 13 25 26 12 10 2217 93 4 8 211875 2019 6 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 HW2 Scale = 1:65.8 Plate Offsets (X, Y): [10:0-0-13,Edge], [10:0-0-4,Edge] 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 0.60 Vert(LL) -0.18 14-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.25 14-16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.13 10-12 >999 240 BCDL 7.0 Weight: 165 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-15 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1755/0-5-8, (min. 0-1-14), 10=1755/0-5-8, (min. 0-1-14) Max Horiz 2=167 (LC 13) Max Uplift 2=-400 (LC 14), 10=-400 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2562/896, 3-17=-2443/916, 3-4=-2278/904, 4-18=-2168/922, 5-18=-2052/924, 5-19=-1636/675, 6-19=-1515/689, 6-20=-1515/689, 7-20=-1636/675, 7-21=-2053/924, 8-21=-2168/922, 8-9=-2278/904, 9-22=-2443/916, 10-22=-2562/896 BOT CHORD 2-16=-691/2080, 16-23=-537/1723, 23-24=-537/1723, 15-24=-537/1723, 14-15=-537/1723, 13-14=-546/1723, 13-25=-546/1723, 25-26=-546/1723, 12-26=-546/1723, 10-12=-712/2080 WEBS 6-14=-595/1126, 7-14=-819/288, 7-12=-277/397, 9-12=-326/98, 5-14=-819/288, 5-16=-277/397, 3-16=-326/98 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 1-1-15, Interior (1) 1-1-15 to 16-2-0, Exterior (2) 16-2-0 to 19-4-13, Interior (1) 19-4-13 to 34-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 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 = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 2 and 400 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A02 15Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:41 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-ShFXlT_8rxDZpBf6yQGhCvlIvLYGBuk1kNo2fyyaLBG 3x6 12 11 10 9 8 7 19 20 21 6 13 18 5317 14 1615 4 W1 T1 T2 T3 W9 B1 B2 W2 W1 W3 W4 W5 W6 W7 W8 Scale = 1:54.8 Plate Offsets (X, Y): [1:0-2-8,0-1-8], [3:0-3-0,0-2-0], [4:0-3-0,0-1-12], [7:0-2-0,0-2-8], [11:0-5-0,0-2-0] 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 0.84 Vert(LL) -0.25 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT) -0.36 9-11 >820 240 TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.05 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.17 9-11 >999 240 BCDL 7.0 Weight: 130 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=1203/0-5-8, (min. 0-1-8), 12=1203/0-5-8, (min. 0-1-8) Max Horiz 12=129 (LC 13) Max Uplift 7=-262 (LC 14), 12=-262 (LC 14) Max Grav 7=1203 (LC 1), 12=1402 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1332/497, 1-2=-3191/1125, 2-13=-4141/1439, 3-13=-4027/1456, 3-14=-2037/730, 14-15=-1853/738, 4-15=-1798/751, 4-16=-1319/686, 16-17=-1325/674, 5-17=-1460/663 BOT CHORD 10-11=-654/2075, 9-10=-654/2075, 9-19=-363/1102, 19-20=-363/1102, 8-20=-363/1102, 7-8=-493/1207 WEBS 1-11=-1192/3364, 2-11=-2405/787, 3-11=-740/1789, 3-9=-1080/240, 4-9=-458/1178, 4-8=-236/414, 5-8=-285/98, 5-7=-1488/572 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) 0-1-12 to 3-2-10, Interior (1) 3-2-10 to 14-0-0, Exterior (2) 14-0-0 to 17-0-0, Interior (1) 17-0-0 to 24-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 12 and 262 lb uplift at joint 7. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A03 14Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:41 Page: 1 ID:cOWKSP?CmTof010K34CbL_yUAWj-ShFXlT_8rxDZpBf6yQGhCvlEALXKBuL1kNo2fyyaLBG 3x6 12 11 10 9 8 7 21 22 214131 6 15 20 5 3 19 16 1817 4 W1 T1 T2 T3 W10 B1 B2 W2 W3 W4 W5 W6 W7 W8 W9 Scale = 1:55.7 Plate Offsets (X, Y): [1:Edge,0-2-4], [2:0-5-0,0-3-4], [3:0-3-8,0-2-0], [4:0-3-0,0-1-12], [7:0-2-0,0-2-8], [11:0-4-8,0-1-8], [12:0-3-0,0-1-8] 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 0.94 Vert(LL) -0.54 9-11 >588 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.62 Vert(CT) -0.74 9-11 >428 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.30 9-11 >999 240 BCDL 7.0 Weight: 138 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1,W2,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=1301/0-5-8, (min. 0-1-8), 12=1301/ Mechanical, (min. 0-1-8) Max Horiz 12=129 (LC 13) Max Uplift 7=-284 (LC 14), 12=-284 (LC 14) Max Grav 7=1301 (LC 1), 12=1391 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1303/487, 1-13=-5048/1788, 13-14=-5048/1788, 2-14=-5048/1788, 2-15=-6443/2265, 3-15=-6125/2280, 3-16=-2355/828, 16-17=-2171/836, 4-17=-2113/848, 4-18=-1461/728, 18-19=-1467/715, 5-19=-1602/704 BOT CHORD 11-12=-112/285, 10-11=-788/2491, 9-10=-788/2491, 9-21=-409/1259, 21-22=-409/1259, 8-22=-409/1259, 7-8=-525/1319 WEBS 1-11=-1763/5016, 2-11=-3568/1211, 3-11=-1477/3799, 3-9=-1379/346, 4-9=-553/1479, 4-8=-215/408, 5-8=-283/119, 5-7=-1630/614 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 16-0-0, Exterior (2) 16-0-0 to 19-0-0, Interior (1) 19-0-0 to 26-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates 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 = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 12 and 284 lb uplift at joint 7. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A04 15Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:42 Page: 1 ID:9MBMnaduzyoVinqHUw7FJSyUAUc-wtpwyp?mcELQRLEJW8nwk6IOMlrMwKBBz1YcBOyaLBF 111 2 16 23 24 15 14 13 25 26 12 10 17 22 93 84 211875 2019 6 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 Scale = 1:65.8 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 0.60 Vert(LL) -0.18 14-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.25 14-16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.09 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.13 10-12 >999 240 BCDL 7.0 Weight: 164 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1755/0-5-8, (min. 0-1-14), 10=1755/0-5-8, (min. 0-1-14) Max Horiz 2=-167 (LC 12) Max Uplift 2=-400 (LC 14), 10=-400 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2562/896, 3-17=-2443/916, 3-4=-2278/904, 4-18=-2168/922, 5-18=-2053/924, 5-19=-1636/675, 6-19=-1515/689, 6-20=-1515/689, 7-20=-1636/675, 7-21=-2053/924, 8-21=-2168/922, 8-9=-2278/904, 9-22=-2443/916, 10-22=-2562/896 BOT CHORD 2-16=-691/2080, 16-23=-537/1723, 23-24=-537/1723, 15-24=-537/1723, 14-15=-537/1723, 13-14=-546/1723, 13-25=-546/1723, 25-26=-546/1723, 12-26=-546/1723, 10-12=-712/2080 WEBS 6-14=-595/1126, 7-14=-819/288, 7-12=-277/397, 9-12=-326/98, 5-14=-819/288, 5-16=-277/397, 3-16=-326/98 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 1-1-15, Interior (1) 1-1-15 to 16-2-0, Exterior (2) 16-2-0 to 19-4-13, Interior (1) 19-4-13 to 34-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 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 = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 2 and 400 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A05 16Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:42 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-wtpwyp?mcELQRLEJW8nwk6ITfluVwL_Bz1YcBOyaLBF =4x4 8 7 6 10 11 5 43 92 1 W1 T1 T2 B1 W2 W3 W4 W5 Scale = 1:64.3 Plate Offsets (X, Y): [2:0-1-8,0-1-8], [4:0-0-12,0-2-0], [6:0-4-12,0-3-0], [7:0-1-12,0-1-8] 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 0.67 Vert(LL) -0.18 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT) -0.25 5-6 >745 240 TCDL 7.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.03 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.10 5-6 >999 240 BCDL 7.0 Weight: 199 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8 REACTIONS (lb/size) 5=5475/0-5-8, (min. 0-2-15), 8=2412/0-5-8, (min. 0-1-8) Max Horiz 8=-246 (LC 21) Max Uplift 5=-1142 (LC 10), 8=-485 (LC 6) Max Grav 5=5514 (LC 15), 8=2608 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-274/47, 2-9=-1927/406, 3-9=-2008/404, 3-4=-2113/390, 4-5=-6173/1139 BOT CHORD 7-8=-252/1747, 6-7=-930/5226, 6-10=-930/5226, 10-11=-930/5226, 5-11=-930/5226 WEBS 2-8=-2825/569, 2-7=-574/2725, 4-7=-4667/941, 4-6=-918/4701 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-6 2x4 - 2 rows staggered at 0-5-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 485 lb uplift at joint 8 and 1142 lb uplift at joint 5. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2890 lb down and 452 lb up at 24-4-0, 1165 lb down and 279 lb up at 26-4-12, and 1165 lb down and 279 lb up at 28-4-12, and 1171 lb down and 282 lb up at 30-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-8=-14 Concentrated Loads (lb) Vert: 5=-1171 (B), 6=-2890 (B), 10=-1165 (B), 11=-1165 (B) Job Truss Truss Type Qty Ply J1405-20 A06 21Roof Special Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:42 Page: 1 ID:BOcon_qUTxxhZEGO?GY_4bylJwh-wtpwyp?mcELQRLEJW8nwk6ISWllwwPBBz1YcBOyaLBF =3x4 1 12 18 11 20 21 9 8 19 13 2 7 3 17 4 6 1415 16 5 T2 T1 T3 W8 B1 B2 W1 W2 W3 W4 W5 W6 W7 Scale = 1:68.7 Plate Offsets (X, Y): [7:0-1-12,0-1-8] 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 0.42 Vert(LL) -0.13 1-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT) -0.22 1-12 >903 240 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.01 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 1-12 >999 240 BCDL 7.0 Weight: 144 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=662/ Mechanical, (min. 0-1-8), 8=101/ Mechanical, (min. 0-1-8), 10=1740/0-5-8, (min. 0-1-14) Max Horiz 1=194 (LC 13) Max Uplift 1=-133 (LC 14), 8=-101 (LC 18), 10=-410 (LC 14) Max Grav 1=684 (LC 18), 8=308 (LC 19), 10=1740 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-941/278, 2-13=-836/293, 2-3=-633/265, 3-4=-430/285, 14-15=-106/258, 5-15=-103/405, 5-16=-115/453, 6-16=-127/326, 7-8=-334/92 BOT CHORD 1-12=-305/742, 12-18=-103/295, 11-18=-103/295, 11-19=-103/295, 10-19=-103/295 WEBS 2-12=-437/138, 4-12=-350/483, 4-10=-774/345, 5-10=-723/194, 6-10=-480/225 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 16-2-0, Exterior (2) 16-2-0 to 19-2-0, Interior (1) 19-2-0 to 25-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) All plates are 3x4 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 = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 1, 410 lb uplift at joint 10 and 101 lb uplift at joint 8. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A07 112Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:43 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-O4NIA9?ONYTH2VpV4rI9HKqhE9FkftxKBhH9jqyaLBE =4x4 10 1 15 21 22 14 13 12 23 24 11 9 20 16 82 73 17 64 1918 5 T2 T1 T2 T3 B1 B1B2 W4 W3 W2 W1 W3W2 W1 Scale = 1:69.4 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 0.63 Vert(LL) -0.18 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT) -0.26 11-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.09 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 1-15 >999 240 BCDL 7.0 Weight: 161 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-0 oc bracing. WEBS 1 Row at midpt 6-13, 4-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1568/ Mechanical, (min. 0-1-8), 9=1767/0-3-8, (min. 0-1-14) Max Horiz 1=-162 (LC 12) Max Uplift 1=-341 (LC 14), 9=-403 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2664/956, 2-16=-2549/971, 2-3=-2387/954, 3-17=-2184/972, 4-17=-2162/975, 4-18=-1672/692, 5-18=-1554/706, 5-19=-1554/700, 6-19=-1674/687, 6-7=-2225/949, 7-8=-2335/929, 8-20=-2507/942, 9-20=-2625/923 BOT CHORD 1-15=-763/2221, 15-21=-566/1780, 21-22=-566/1780, 14-22=-566/1780, 13-14=-566/1780, 12-13=-564/1763, 12-23=-564/1763, 23-24=-564/1763, 11-24=-564/1763, 9-11=-738/2143 WEBS 5-13=-611/1160, 6-13=-797/293, 6-11=-285/420, 8-11=-349/105, 4-13=-857/300, 4-15=-309/481, 2-15=-409/126 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) 0-0-12 to 3-3-9, Interior (1) 3-3-9 to 16-2-0, Exterior (2) 16-2-0 to 19-4-13, Interior (1) 19-4-13 to 34-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 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 = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 1 and 403 lb uplift at joint 9. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A08 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:43 Page: 1 ID:Upe9WdkXo_O23mVpuWOadPylJvW-O4NIA9?ONYTH2VpV4rI9HKqex9DdfmvKBhH9jqyaLBE 111 2 16 23 24 15 14 13 25 26 12 10 17 22 93 84 211875 2019 6 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 HW2 Scale = 1:69.4 Plate Offsets (X, Y): [10:0-0-13,Edge], [10:0-0-4,Edge] 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 0.56 Vert(LL) -0.18 14-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT) -0.26 14-16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.09 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 10-12 >999 240 BCDL 7.0 Weight: 165 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1756/0-3-8, (min. 0-1-14), 10=1756/0-3-8, (min. 0-1-14) Max Horiz 2=-167 (LC 12) Max Uplift 2=-400 (LC 14), 10=-400 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2605/911, 3-17=-2486/930, 3-4=-2315/917, 4-18=-2204/935, 5-18=-2089/937, 5-19=-1653/682, 6-19=-1533/695, 6-20=-1533/695, 7-20=-1653/682, 7-21=-2089/937, 8-21=-2204/935, 8-9=-2315/917, 9-22=-2486/930, 10-22=-2605/911 BOT CHORD 2-16=-708/2125, 16-23=-546/1746, 23-24=-546/1746, 15-24=-546/1746, 14-15=-546/1746, 13-14=-554/1746, 13-25=-554/1746, 25-26=-554/1746, 12-26=-554/1746, 10-12=-728/2125 WEBS 6-14=-601/1143, 7-14=-831/293, 7-12=-285/419, 9-12=-349/105, 5-14=-831/293, 5-16=-285/419, 3-16=-349/105 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 1-1-15, Interior (1) 1-1-15 to 16-2-0, Exterior (2) 16-2-0 to 19-4-13, Interior (1) 19-4-13 to 34-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 3x4 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 = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 lb uplift at joint 2 and 400 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A09 16Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:43 Page: 1 ID:VmuWhIBY74q1_P8Rp0CpRfyUAAW-O4NIA9?ONYTH2VpV4rI9HKqf09EZfn4KBhH9jqyaLBE 712 211 2 20 193184 175 166 157 148 139 1210 11 T2 T1 T2 T1B1B3B2 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:65.1 Plate Offsets (X, Y): [29:0-2-0,0-1-4] 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 0.48 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.18 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 22 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 200 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std 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 11-30, 10-31, 12-28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 32-3-0. (lb) - Max Horiz 2=-167 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 20, 23, 24, 25, 26, 27, 28, 31, 33, 34, 35, 36, 37 except 22=-185 (LC 18), 38=-185 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 22, 23, 24, 25, 26, 30, 34, 35, 36, 37, 38 except 2=539 (LC 18), 20=539 (LC 18), 27=303 (LC 20), 28=317 (LC 20), 31=317 (LC 19), 33=303 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 10-31=-288/52, 9-33=-275/64, 12-28=-288/52, 13-27=-275/64 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner (3) -2-0-14 to 1-1-15, Exterior (2) 1-1-15 to 16-2-0, Corner (3) 16-2-0 to 19-4-13, Exterior (2) 19-4-13 to 34-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 31, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 20 except (jt=lb) 38=184, 22=184. 11) Non Standard bearing condition. Review required. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 A10G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:44 Page: 1 ID:1Rf30jLu1Lhy3RKQq0IIeyylJuk-sGxgNU008sb8gfOhdZqOpXNr1ZdiOPPUQL1iGHyaLBD 151 2 14 133 124 115 2928 106 97 8 T1 T1 B2B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:57 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 0.48 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.00 14 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 145 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std 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 25-11-0. (lb) - Max Horiz 2=-137 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 14, 17, 18, 19, 20, 23, 24, 25, 26 except 16=-126 (LC 18), 27=-126 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 16, 17, 18, 22, 25, 26, 27 except 2=500 (LC 18), 14=500 (LC 18), 19=279 (LC 20), 20=307 (LC 20), 23=307 (LC 19), 24=279 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-23=-278/55, 6-24=-250/63, 9-20=-278/56, 10-19=-250/63 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner (3) -2-0-14 to 0-11-2, Exterior (2) 0-11-2 to 12-11-8, Corner (3) 12-11-8 to 15-11-8, Exterior (2) 15-11-8 to 27-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 14, 23, 24, 25, 26, 20, 19, 18, 17, 2 except (jt=lb) 27=126, 16=126. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 B1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:44 Page: 1 ID:qlujU3_O_9ur9RES9nx83GyUADM-sGxgNU008sb8gfOhdZqOpXNr1ZdZOP2UQL1iGHyaLBD 71 2 10 17 9 18 8 61116 3 5 12 15 13 14 4 T1 T1 B2B1 W2 W1 W2 W1 Scale = 1:59.1 Plate Offsets (X, Y): [2:Edge,0-0-4], [4:0-3-0,0-1-12], [6:Edge,0-0-4] 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 0.66 Vert(LL) -0.21 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT) -0.26 8-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.05 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.17 6-8 >999 240 BCDL 7.0 Weight: 117 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-5 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=1442/0-3-8, (min. 0-1-9), 6=1442/0-3-8, (min. 0-1-9) Max Horiz 2=-137 (LC 12) Max Uplift 2=-331 (LC 14), 6=-331 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1973/730, 3-11=-1843/754, 3-12=-1707/762, 12-13=-1567/773, 4-13=-1559/786, 4-14=-1559/786, 14-15=-1567/773, 5-15=-1707/762, 5-16=-1843/754, 6-16=-1973/730 BOT CHORD 2-10=-555/1580, 10-17=-310/1046, 9-17=-310/1046, 9-18=-310/1046, 8-18=-310/1046, 6-8=-573/1580 WEBS 4-8=-399/730, 5-8=-588/148, 4-10=-399/730, 3-10=-588/148 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 12-11-8, Exterior (2) 12-11-8 to 15-11-8, Interior (1) 15-11-8 to 27-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 lb uplift at joint 6 and 331 lb uplift at joint 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 B2 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:44 Page: 1 ID:EoW?_TcyHe_FxgMVrntsIkyUADr-sGxgNU008sb8gfOhdZqOpXNoCZZGOKtUQL1iGHyaLBD 712 1 15 16 17 1218 19 11 1020 21 9 22 23 8 24 25 7 2 6 13 1435 4 T1 T1 B1 B2 W4 W3 W2 W1 W4 W3W2 W1 Scale = 1:58.4 Plate Offsets (X, Y): [1:0-4-0,0-1-5], [3:0-1-0,0-1-8], [4:0-2-4,0-2-0], [5:0-1-0,0-1-8], [7:0-4-0,0-1-5], [8:0-4-0,0-4-4], [9:0-5-0,0-4-8], [11:0-5-0,0-4-8], [12:0-4-0,0-4-4] 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 0.59 Vert(LL) -0.21 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.93 Vert(CT) -0.28 9-11 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.08 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.10 9-11 >999 240 BCDL 7.0 Weight: 306 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=6671/0-3-8, (min. 0-3-9), 7=5431/0-3-8, (min. 0-2-14) Max Horiz 1=-117 (LC 8) Max Uplift 1=-1330 (LC 10), 7=-1057 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9348/1824, 2-13=-9239/1852, 3-13=-9082/1860, 3-4=-6826/1407, 4-5=-6812/1403, 5-14=-8768/1791, 6-14=-8925/1783, 6-7=-9040/1756 BOT CHORD 1-15=-1535/7995, 15-16=-1535/7995, 16-17=-1535/7995, 12-17=-1535/7995, 12-18=-1177/6332, 18-19=-1177/6332, 11-19=-1177/6332, 10-11=-844/4771, 10-20=-844/4771, 20-21=-844/4771, 9-21=-844/4771, 9-22=-1162/6266, 22-23=-1162/6266, 8-23=-1162/6266, 8-24=-1474/7719, 24-25=-1474/7719, 7-25=-1474/7719 WEBS 4-9=-704/3465, 5-9=-1619/333, 5-8=-539/2560, 6-8=-281/97, 4-11=-715/3509, 3-11=-1792/371, 3-12=-623/2939, 2-12=-305/92 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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 = 7.0psf. 8) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1330 lb uplift at joint 1 and 1057 lb uplift at joint 7. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1555 lb down and 334 lb up at 0-11-12, 670 lb down and 125 lb up at 2-4-4, 670 lb down and 125 lb up at 4-3-4, 670 lb down and 125 lb up at 6-3-4, 670 lb down and 125 lb up at 8-3-4, 670 lb down and 125 lb up at 10-3-4, 670 lb down and 125 lb up at 12-3-4, 670 lb down and 125 lb up at 14-3-4, 670 lb down and 125 lb up at 16-3-4, 670 lb down and 125 lb up at 18-3-4, 670 lb down and 125 lb up at 20-3-4, and 670 lb down and 125 lb up at 22-3-4, and 670 lb down and 125 lb up at 24-3-4 on bottom chord. The design/selection of such connection device (s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 1-7=-14 Concentrated Loads (lb) Vert: 8=-670, 11=-670, 15=-1555, 16=-670, 17=-670, 18=-670, 19=-670, 20=-670, 21=-670, 22=-670, 23=-670, 24=-670, 25=-670 Job Truss Truss Type Qty Ply J1405-20 B3 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:45 Page: 1 ID:fSJrtlTUZSxAyaH8VBfWgiyUACk-KSU2bq1ev9j?IoytBGLdMlw_3znD7jYdf?mGojyaLBC 712 171 2 16 153 4 14513 6 12 30 31 7 11 8 10 9 T2 T1 T2 T1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:55.4 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 0.48 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.18 Vert(CT) n/a - n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 19 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 135 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std 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 24-6-0. (lb) - Max Horiz 2=-130 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 16, 19, 20, 21, 22, 24, 26, 27, 28 except 18=-177 (LC 18), 29=-177 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 18, 19, 20, 23, 27, 28, 29 except 2=533 (LC 18), 16=533 (LC 18), 21=273 (LC 20), 22=304 (LC 20), 24=304 (LC 19), 26=273 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-24=-276/56, 10-22=-276/56 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner (3) -2-0-14 to 0-11-2, Exterior (2) 0-11-2 to 12-3-0, Corner (3) 12-3-0 to 15-3-0, Exterior (2) 15-3-0 to 26-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 24, 26, 27, 28, 22, 21, 20, 19, 16 except (jt=lb) 29=177, 18=177. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 D1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:45 Page: 1 ID:9L8UmDYlH_Tvzss?0bDc6myUAA3-KSU2bq1ev9j?IoytBGLdMlw0nzzx7tldf?mGojyaLBC 91 2 12 11 19 10 81813 73 14 1764 15 16 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 Scale = 1:56.8 Plate Offsets (X, Y): [2:Edge,0-0-4], [5:0-3-0,0-1-12], [8:Edge,0-0-4] 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 0.60 Vert(LL) -0.17 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT) -0.22 10-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.04 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 8-10 >999 240 BCDL 7.0 Weight: 111 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-8 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=1371/0-5-8, (min. 0-1-8), 8=1371/0-5-8, (min. 0-1-8) Max Horiz 2=-130 (LC 12) Max Uplift 2=-316 (LC 14), 8=-316 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1823/690, 3-13=-1697/713, 3-14=-1573/721, 4-14=-1501/722, 4-15=-1448/731, 5-15=-1435/743, 5-16=-1435/743, 6-16=-1448/731, 6-17=-1501/722, 7-17=-1573/720, 7-18=-1697/713, 8-18=-1823/689 BOT CHORD 2-12=-517/1452, 11-12=-292/968, 11-19=-292/968, 10-19=-292/968, 8-10=-537/1452 WEBS 5-10=-378/665, 7-10=-536/134, 5-12=-378/665, 3-12=-536/134 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 12-3-0, Exterior (2) 12-3-0 to 15-3-0, Interior (1) 15-3-0 to 26-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 2 and 316 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 D2 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:46 Page: 1 ID:SQXigoQTewDKmK54QV2GifyUAAD-of2QoA2GgTrsvyX4l_ssvyS9eMGXsFnmufWpK9yaLBB 712 1 2 14 13 12 9 21 815 11 10 20 7 19 3 6184 1716 5 T2 T1 T3 B1 B5 B2 B3 B4 W1 W3 W4 W2 W5 Scale = 1:73.4 Plate Offsets (X, Y): [2:0-2-4,0-1-8], [3:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-5-0,0-5-5], [8:0-1-2,0-3-8], [11:0-2-8,0-2-8], [14:0-2-0,0-1-12] 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 0.97 Vert(LL) -0.33 9 >870 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT) -0.47 7-10 >617 240 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.31 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.24 7-10 >999 240 BCDL 7.0 Weight: 130 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T3:2x6 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B2,B4:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 11-13 JOINTS 1 Brace at Jt(s): 10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1387/0-5-8, (min. 0-1-8), 8=1180/0-5-8, (min. 0-1-8) Max Horiz 2=207 (LC 13) Max Uplift 2=-317 (LC 14), 8=-284 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1866/734, 3-15=-1736/758, 3-4=-1487/627, 4-16=-1364/637, 5-16=-1346/649, 5-17=-1393/665, 17-18=-1475/645, 6-18=-1489/643, 6-19=-2269/1018, 7-19=-2326/999, 7-8=-645/249 BOT CHORD 2-14=-789/1481, 5-11=-592/997, 10-11=-1013/2095, 10-20=-1012/2095, 7-20=-1011/2095 WEBS 3-11=-431/197, 6-11=-1217/563, 11-14=-695/1400 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 12-3-0, Exterior (2) 12-3-0 to 15-3-0, Interior (1) 15-3-0 to 24-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 8 and 317 lb uplift at joint 2. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 D3 11Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:46 Page: 1 ID:SnArWsSod1wGTO5Qvr3CeayUA8u-of2QoA2GgTrsvyX4l_ssvyS3pM9psA2mufWpK9yaLBB 712 =3x4 1 12 11 10 7 20 698 19 5 13 18 2 41714 1615 3 T1 T2 B1 B5 B2 B3 B4 W1 W3 W4 W5 W2 Scale = 1:69.5 Plate Offsets (X, Y): [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [5:0-5-0,0-5-5], [6:0-1-12,Edge], [9:0-2-4,0-2-8], [12:0-2-0,0-1-8] 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 0.86 Vert(LL) -0.27 5-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT) -0.38 5-8 >746 240 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.28 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.19 5-8 >999 240 BCDL 7.0 Weight: 126 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2:2x6 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B2,B4:2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 9-11 JOINTS 1 Brace at Jt(s): 8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1174/0-5-8, (min. 0-1-8), 6=1179/ Mechanical, (min. 0-1-8) Max Horiz 1=193 (LC 13) Max Uplift 1=-252 (LC 14), 6=-286 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1901/755, 2-13=-1769/772, 2-14=-1487/631, 14-15=-1366/640, 3-15=-1345/653, 3-16=-1387/660, 16-17=-1445/641, 4-17=-1484/640, 4-18=-2220/998, 5-18=-2285/978, 5-6=-706/282 BOT CHORD 1-12=-798/1525, 3-9=-588/996, 8-9=-988/2041, 8-19=-987/2041, 5-19=-987/2041 WEBS 2-9=-482/211, 4-9=-1106/537, 9-12=-705/1450 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 12-3-0, Exterior (2) 12-3-0 to 15-3-0, Interior (1) 15-3-0 to 24-0-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 1 and 286 lb uplift at joint 6. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 D4 13Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:46 Page: 1 ID:Nd?z1Y?CQLgICwGi7zuQPSylK0w-of2QoA2GgTrsvyX4l_ssvyS5bMAosBDmufWpK9yaLBB 712 1 15 16 1712 18 11 19 10 9 8 24 25 7 20 21 22 23 2 6 141335 4 T1 T2 B1 B2 W4 W3 W2 W1 W4 W3W2 W1 Scale = 1:53.7 Plate Offsets (X, Y): [4:0-2-0,0-1-12] 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 0.21 Vert(LL) -0.11 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT) -0.12 9-10 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.04 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 9-10 >999 240 BCDL 7.0 Weight: 286 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std 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. REACTIONS (lb/size) 1=2959/0-5-8, (min. 0-1-9), 7=2904/ Mechanical, (min. 0-1-8) Max Horiz 1=-111 (LC 8) Max Uplift 1=-466 (LC 10), 7=-459 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4687/742, 2-13=-4575/767, 3-13=-4427/775, 3-4=-3501/628, 4-5=-3474/624, 5-14=-4280/752, 6-14=-4427/744, 6-7=-4560/722 BOT CHORD 1-15=-599/3954, 15-16=-599/3954, 16-17=-599/3954, 12-17=-599/3954, 12-18=-455/3217, 11-18=-455/3217, 11-19=-455/3217, 10-19=-455/3217, 10-20=-305/2436, 20-21=-305/2436, 9-21=-305/2436, 9-22=-448/3172, 22-23=-448/3172, 8-23=-448/3172, 8-24=-574/3795, 24-25=-574/3795, 7-25=-574/3795 WEBS 4-9=-294/1696, 5-9=-911/173, 5-8=-205/1092, 6-8=-280/93, 4-10=-306/1768, 3-10=-977/184, 3-12=-230/1246, 2-12=-307/89 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) All plates are 3x4 MT20 unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 1 and 459 lb uplift at joint 7. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 114 lb up at 1-0-4, 294 lb down and 115 lb up at 2-11-4, 294 lb down and 115 lb up at 4-11-4, 294 lb down and 115 lb up at 6-11-4, 294 lb down and 115 lb up at 8-11-4, 294 lb down and 115 lb up at 10-11-4, 294 lb down and 115 lb up at 12-11-4, 294 lb down and 115 lb up at 14-11-4, 294 lb down and 115 lb up at 16-11-4, 294 lb down and 115 lb up at 18-11-4, and 294 lb down and 115 lb up at 20-11-4, and 294 lb down and 115 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 1-7=-14 Concentrated Loads (lb) Vert: 8=-294 (F), 15=-295 (F), 16=-294 (F), 17=-294 (F), 18=-294 (F), 19=-294 (F), 20=-294 (F), 21=-294 (F), 22=-294 (F), 23=-294 (F), 24=-294 (F), 25=-294 (F) Job Truss Truss Type Qty Ply J1405-20 D5 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:47 Page: 1 ID:SnArWsSod1wGTO5Qvr3CeayUA8u-of2QoA2GgTrsvyX4l_ssvySFiMGbsGimufWpK9yaLBB 1 711 10 9 8 62 32 37 533633 34 35 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 ST5 ST6 ST3 ST4 ST2 ST1 ST5 ST6 ST3 ST4 ST2 ST1 Scale = 1:53.4 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [10:0-1-12,0-1-8], [11:0-1-12,0-1-8] 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 0.97 Vert(LL) -0.12 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT) -0.20 9-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 9-11 >999 240 BCDL 7.0 Weight: 133 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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) 8=1077/0-3-8, (min. 0-1-8), 11=1077/0-3-8, (min. 0-1-8) Max Horiz 11=-132 (LC 12) Max Uplift 8=-251 (LC 14), 11=-251 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-33=-830/431, 33-34=-811/438, 4-34=-727/450, 4-35=-727/450, 35-36=-811/438, 5-36=-830/431, 2-11=-401/197, 6-8=-401/197 BOT CHORD 10-11=-291/769, 9-10=-291/769, 8-9=-273/769 WEBS 4-9=-364/369, 5-9=-265/65, 3-9=-265/65, 3-11=-990/294, 5-8=-990/294 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 9-2-12, Exterior (2) 9-2-12 to 12-2-12, Interior (1) 12-2-12 to 20-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 11 and 251 lb uplift at joint 8. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 E1G 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:47 Page: 1 ID:XqowCVHV3Qyr4b8RF3HcGQyUA6X-Hrcp0W2vQnzjX66GJhN5RA?EcmbqbgMw6JFNscyaLBA 7111 10 9 8 62 1712 531613 1514 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 Scale = 1:52.5 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [11:0-1-12,0-1-8] 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 0.97 Vert(LL) -0.12 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT) -0.20 9-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 9-11 >999 240 BCDL 7.0 Weight: 102 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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) 8=1077/0-3-8, (min. 0-1-8), 11=1077/0-3-8, (min. 0-1-8) Max Horiz 11=-132 (LC 12) Max Uplift 8=-251 (LC 14), 11=-251 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-830/431, 13-14=-811/438, 4-14=-727/450, 4-15=-727/450, 15-16=-811/438, 5-16=-830/431, 2-11=-401/197, 6-8=-401/197 BOT CHORD 10-11=-291/769, 9-10=-291/769, 8-9=-273/769 WEBS 4-9=-364/369, 5-9=-265/65, 3-9=-265/65, 3-11=-990/294, 5-8=-990/294 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 9-2-12, Exterior (2) 9-2-12 to 12-2-12, Interior (1) 12-2-12 to 20-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 11 and 251 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 E2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:47 Page: 1 ID:mHJvXmBUyzx_7MXvnN7kxkyUA6f-Hrcp0W2vQnzjX66GJhN5RA?EcmbqbgMw6JFNscyaLBA 2x4 7112 11 10 8 62 1813 531714 1615 4 T1 T1 W1 W1 B1 B2 W3 W4 W5 W6 W2 W7 Scale = 1:53.6 Plate Offsets (X, Y): [2:0-3-0,0-1-8], [3:0-1-12,0-1-8], [6:0-3-4,Edge], [8:0-1-12,0-1-8] 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 0.56 Vert(LL) -0.09 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT) -0.16 8-9 >611 240 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.00 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.13 8-9 >778 240 BCDL 7.0 Weight: 105 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 8=518/0-3-8, (min. 0-1-8), 9=1008/0-5-8, (min. 0-1-8), 12=627/0-5-8, (min. 0-1-8) Max Horiz 12=-132 (LC 12) Max Uplift 8=-136 (LC 14), 9=-208 (LC 14), 12=-159 (LC 14) Max Grav 8=568 (LC 20), 9=1008 (LC 1), 12=683 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-473/160, 3-13=-297/178, 2-12=-651/228, 6-8=-372/180 BOT CHORD 9-10=-81/329 WEBS 3-9=-438/225, 4-9=-453/41, 5-9=-393/126, 2-10=-88/374, 5-8=-258/73 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 9-2-12, Exterior (2) 9-2-12 to 12-2-12, Interior (1) 12-2-12 to 20-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 12, 208 lb uplift at joint 9 and 136 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 E3 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:48 Page: 1 ID:AWMvJjB2GnccHmF8_9fWdRyUA7x-l1ABDs3XB45a9GhSsPuK_NYWmA_YKB_3Lz?wP2yaLB9 3x4 =4x6 =4x4 =4x4 3x4 2x4 11 14 10 15 9 16 17 7 6 51 42 12 13 3 T1 T1 W1 W1 B1 B2 W5 W6 W3W4W3 W2 W2 Scale = 1:51.5 Plate Offsets (X, Y): [1:0-1-12,0-1-8], [2:0-0-12,0-2-0], [4:0-1-12,0-1-8], [5:0-1-12,0-1-8], [9:0-3-8,0-4-12], [11:0-2-0,0-0-4] 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 0.86 Vert(LL) -0.06 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT) -0.09 8-9 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.01 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 8-9 >999 240 BCDL 7.0 Weight: 229 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std 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, Except: 6-0-0 oc bracing: 7-8. REACTIONS (lb/size) 6=-168/0-4-13, (min. 0-1-8), 8=5904/0-5-8, (min. 0-3-2), 11=2930/0-5-8, (min. 0-1-9) Max Horiz 11=-109 (LC 8) Max Uplift 6=-354 (LC 14), 8=-1228 (LC 10), 11=-585 (LC 10) Max Grav 6=77 (LC 7), 8=5904 (LC 1), 11=2967 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3025/595, 2-12=-112/504, 3-12=-101/642, 3-13=-112/805, 4-13=-127/661, 4-5=-152/741, 1-11=-2136/411, 5-6=-100/425 BOT CHORD 11-14=-130/422, 10-14=-130/422, 10-15=-130/422, 9-15=-130/422, 9-16=-498/2536, 16-17=-498/2536, 8-17=-498/2536, 7-8=-600/147 WEBS 3-8=-987/153, 2-8=-3623/775, 2-9=-708/3374, 1-9=-395/2175, 5-7=-653/159 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 585 lb uplift at joint 11, 1228 lb uplift at joint 8 and 354 lb uplift at joint 6. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1377 lb down and 277 lb up at 1-11-4, 1377 lb down and 277 lb up at 3-11-4, 1377 lb down and 277 lb up at 5-11-4, and 1377 lb down and 277 lb up at 7-11-4, and 1377 lb down and 277 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-5=-84, 6-11=-14 Concentrated Loads (lb) Vert: 8=-1377, 14=-1377, 15=-1377, 16=-1377, 17=-1377 Job Truss Truss Type Qty Ply J1405-20 E4 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:48 Page: 1 ID:iPvENd?4UM26q3t0PkMDqayUA6u-l1ABDs3XB45a9GhSsPuK_NYR4AuwK5a3Lz?wP2yaLB9 11 10 9 8 71 62 3025 532926 2827 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 ST3 ST4 ST2 ST1 ST3 ST4 ST2 ST1 Scale = 1:55.1 Plate Offsets (X, Y): [8:0-1-12,0-1-8], [10:0-3-0,0-3-0], [11:0-1-12,0-1-8] 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 0.54 Vert(LL) -0.10 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.17 9-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 9-11 >999 240 BCDL 7.0 Weight: 123 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std 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) 8=1000/0-3-8, (min. 0-1-8), 11=1000/0-3-8, (min. 0-1-8) Max Horiz 11=-124 (LC 12) Max Uplift 8=-231 (LC 14), 11=-231 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-26=-805/424, 26-27=-745/428, 4-27=-706/441, 4-28=-706/441, 28-29=-745/428, 5-29=-805/424, 2-11=-367/182, 6-8=-367/182 BOT CHORD 10-11=-295/748, 9-10=-295/748, 8-9=-282/748 WEBS 4-9=-358/364, 5-9=-257/65, 3-9=-257/65, 3-11=-901/275, 5-8=-901/275 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 8-10-8, Exterior (2) 8-10-8 to 11-10-8, Interior (1) 11-10-8 to 19-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 B; Partially Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 11 and 231 lb uplift at joint 8. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 F1G 11Common Structural Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:48 Page: 1 ID:m7av_CTMKlODQ6IZO0_VdjzBc4z-l1ABDs3XB45a9GhSsPuK_NYW4AyXK813Lz?wP2yaLB9 11 10 9 8 71 62 1712 531613 1514 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 Scale = 1:54.1 Plate Offsets (X, Y): [8:0-1-12,0-1-8], [11:0-1-12,0-1-8] 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 0.54 Vert(LL) -0.10 9-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.17 9-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 9-11 >999 240 BCDL 7.0 Weight: 97 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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) 8=1000/0-3-8, (min. 0-1-8), 11=1000/0-3-8, (min. 0-1-8) Max Horiz 11=-124 (LC 12) Max Uplift 8=-231 (LC 14), 11=-231 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-805/424, 13-14=-745/428, 4-14=-706/441, 4-15=-706/441, 15-16=-745/428, 5-16=-805/424, 2-11=-367/182, 6-8=-367/182 BOT CHORD 10-11=-295/748, 9-10=-295/748, 8-9=-282/748 WEBS 4-9=-358/364, 5-9=-257/65, 3-9=-257/65, 3-11=-901/275, 5-8=-901/275 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 8-10-8, Exterior (2) 8-10-8 to 11-10-8, Interior (1) 11-10-8 to 19-3-14 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 11 and 231 lb uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 F2 15Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:49 Page: 1 ID:75No1vXV9H1WXtBXBZZgKmzBc4u-DDkZQC49yODRmQGfQ6PZWb4hqaIm3bHDadkTxUyaLB8 2x4 =3x4 =4x4 =3x8 4x4 2x4 9 8 7 6 51 1510 42 14111312 3 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 Scale = 1:47.5 Plate Offsets (X, Y): [6:0-1-12,0-1-8], [9:0-1-12,0-1-8] 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 0.38 Vert(LL) -0.10 7-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.17 7-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.02 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 7-9 >999 240 BCDL 7.0 Weight: 92 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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) 6=855/0-5-8, (min. 0-1-8), 9=855/0-5-8, (min. 0-1-8) Max Horiz 9=-108 (LC 12) Max Uplift 6=-187 (LC 14), 9=-187 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-830/430, 11-12=-770/435, 3-12=-728/447, 3-13=-728/447, 13-14=-770/434, 4-14=-830/430 BOT CHORD 8-9=-340/788, 7-8=-340/788, 6-7=-336/788 WEBS 3-7=-368/398, 4-7=-269/71, 2-7=-269/71, 2-9=-897/298, 4-6=-897/298 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 8-10-8, Exterior (2) 8-10-8 to 11-10-8, Interior (1) 11-10-8 to 17-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 9 and 187 lb uplift at joint 6. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 F3 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:49 Page: 1 ID:i6xjIO_CjkETndU7SHppn1ylJxm-DDkZQC49yODRmQGfQ6PZWb4kLaIm3bHDadkTxUyaLB8 712 =2x4 2x4 2x4 1 7 2 6 5 8 9 34 T1 W1 B1 Scale = 1:40.7 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) 0.00 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Wind(LL) 0.00 2-6 >999 240 BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 10 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 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=288/0-5-8, (min. 0-1-8), 5=39/ Mechanical, (min. 0-1-8) Max Horiz 2=41 (LC 11) Max Uplift 2=-83 (LC 14), 5=-77 (LC 18) Max Grav 2=381 (LC 18), 5=48 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior (2) -1-6-14 to 1-5-2, Interior (1) 1-5-2 to 2-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 2 and 77 lb uplift at joint 5. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply J1405-20 M1 15Monopitch Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.41 S Jul 8 2020 Print: 8.410 S Jul 8 2020 MiTek Industries, Inc. Thu Sep 24 17:11:49 Page: 1 ID:iuX5?0Gdt0oPQlfLX0B3adzBc6X-DDkZQC49yODRmQGfQ6PZWb4l2aNO3jYDadkTxUyaLB8