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HomeMy WebLinkAboutTRUSS SPECS 2 - 21-00215 - 1078 Greenside Loop - New SFR191 2 29 37 28 383927 18 173 164 155 6 14 137 128 119 10 T2 T1 T2 T1 B1 B1B2 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:70.3 Plate Offsets (X, Y): [6:0-3-0,0-3-0], [14:0-3-0,0-3-0], [24:0-1-12,0-1-8], [32:0-1-12,0-1-8] 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 0.55 Vert(LL) -0.04 27-28 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT) -0.05 27-28 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 18 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.01 28-29 >999 240 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 9-29, 11-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-3-0. except 26=13-3-8, 25=13-3-8, 23=13-3-8, 22=13-3-8, 21=13-3-8, 20=13-3-8, 18=13-3-8 (lb) - Max Horiz 2=-166 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 18, 21, 22, 23, 25, 26, 30, 31, 33, 34, 35 except 20=-188 (LC 14), 36=-188 (LC 14) Max Grav All reactions 250 (lb) or less at joint (s) 20, 21, 22, 23, 25, 31, 33, 34, 35, 36 except 2=594 (LC 14), 18=594 (LC 14), 26=637 (LC 16), 30=626 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/7, 3-4=-429/9, 4-5=-438/24, 5-6=-432/35, 6-7=-435/48, 7-8=-429/72, 8-9=-501/107, 9-10=-423/128, 10-11=-421/127, 11-12=-503/108, 12-13=-429/71, 13-14=-435/44, 14-15=-432/31, 15-16=-438/20, 16-17=-429/6, 17-18=-471/3 BOT CHORD 2-36=0/340, 35-36=0/340, 34-35=0/340, 33-34=0/340, 32-33=0/335, 31-32=0/335, 30-31=0/335, 29-30=0/335, 29-37=0/335, 28-37=0/335, 28-38=0/335, 38-39=0/335, 27-39=0/335, 26-27=0/335, 25-26=0/335, 24-25=0/335, 23-24=0/335, 22-23=0/340, 21-22=0/340, 20-21=0/340, 18-20=0/340 WEBS 8-30=-413/53, 12-26=-419/57 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, 30, 31, 33, 34, 35, 26, 25, 23, 22, 21, 18 except (jt=lb) 36=188, 20=188. 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) 32 lb down and 13 lb up at 14-11-12, and 32 lb down and 12 lb up at 16-11-12, and 31 lb down and 13 lb up at 17-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-10=-84, 10-19=-84, 2-18=-14 Concentrated Loads (lb) Vert: 37=-23 (F), 38=-23 (F), 39=-23 (F) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:00 Page: 1 ID:NfUwZKuZujfwReqb2hYTT5yUAWs-?ZXMBAvQFmAvKluc7hyifmDk3GsWDeOa?cgbAPyN93X 111 2 16 15 23 14 24 13 12 102217 93 4 8 211875 2019 6 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 Scale = 1:72.7 Plate Offsets (X, Y): [2:0-0-13,Edge], [2:0-0-4,Edge], [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 0.89 Vert(LL) -0.18 14-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.76 Vert(CT) -0.25 14-16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.94 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 Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 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=1753/0-5-8, (min. 0-1-14), 10=1753/0-5-8, (min. 0-1-14) Max Horiz 2=-166 (LC 12) Max Uplift 2=-399 (LC 14), 10=-399 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2559/895, 3-17=-2439/915, 3-4=-2275/904, 4-18=-2165/921, 5-18=-2050/923, 5-19=-1634/675, 6-19=-1513/688, 6-20=-1513/688, 7-20=-1634/675, 7-21=-2050/923, 8-21=-2165/921, 8-9=-2275/904, 9-22=-2439/915, 10-22=-2559/895 BOT CHORD 2-16=-690/2076, 15-16=-537/1721, 15-23=-537/1721, 14-23=-537/1721, 14-24=-545/1721, 13-24=-545/1721, 12-13=-545/1721, 10-12=-712/2076 WEBS 6-14=-594/1124, 7-14=-818/288, 7-12=-277/397, 9-12=-325/97, 5-14=-818/288, 5-16=-277/397, 3-16=-325/97 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 1-1-14, Interior (1) 1-1-14 to 16-1-12, Exterior (2) 16-1-12 to 19-4-8, Interior (1) 19-4-8 to 34-4-6 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) 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 399 lb uplift at joint 2 and 399 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:00 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-?ZXMBAvQFmAvKluc7hyifmDfoGkNDVda?cgbAPyN93X 3x6 11 10 9 8 7 213121 6 14 18 53 15 16 17 4 W1 T1 T2 T3 W7 B1 B2 W2 W1 W6W4 W5 W4W3 Scale = 1:60.6 Plate Offsets (X, Y): [1:Edge,0-1-8], [2:0-5-0,0-3-4], [3:0-3-12,0-1-8], [7:0-3-0,0-2-8], [10:0-3-12,0-1-12] 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 0.93 Vert(LL) -0.53 8-10 >592 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT) -0.82 8-10 >385 240 M18SHS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.06 7 n/a n/a MT20HS 165/146 BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.45 8-10 >699 240 BCDL 7.0 Weight: 132 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* W2,W3:2x4 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 (2-8-15 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 1 Row at midpt 5-7, 3-8, 3-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 7=1284/0-5-8, (min. 0-1-8), 11=1284/ Mechanical, (min. 0-1-8) Max Horiz 11=129 (LC 13) Max Uplift 7=-280 (LC 14), 11=-280 (LC 14) Max Grav 7=1284 (LC 1), 11=1389 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1326/510, 1-12=-4846/1761, 12-13=-4846/1761, 2-13=-4846/1761, 2-14=-6197/2232, 3-14=-6047/2247, 3-15=-1700/630, 15-16=-1524/638, 4-16=-1460/650, 4-17=-1419/648, 5-17=-1504/636, 6-18=-258/180, 6-7=-279/132 BOT CHORD 9-10=-736/2382, 8-9=-736/2382, 7-8=-486/1290 WEBS 1-10=-1768/4860, 2-10=-3450/1193, 5-7=-1491/471, 3-8=-1443/373, 4-8=-561/1054, 5-8=-361/77, 3-10=-1504/3657 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 15-8-4, Exterior (2) 15-8-4 to 18-8-4, Interior (1) 18-8-4 to 26-4-4 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. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint 11 and 280 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 T Webb Const / Arcadia Plan J1405-20 A03 19Roof 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. Mon Nov 02 16:37:01 Page: 1 ID:9MBMnaduzyoVinqHUw7FJSyUAUc-?ZXMBAvQFmAvKluc7hyifmDe8GmEDZea?cgbAPyN93X 111 2 16 15 23 14 24 13 12 102217 93 4 8 211875 2019 6 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 Scale = 1:69.1 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 0.94 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 7-8-15 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=1753/0-5-8, (min. 0-1-14), 10=1753/0-5-8, (min. 0-1-14) Max Horiz 2=-166 (LC 12) Max Uplift 2=-399 (LC 14), 10=-399 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2559/895, 3-17=-2439/915, 3-4=-2275/904, 4-18=-2165/921, 5-18=-2050/923, 5-19=-1634/675, 6-19=-1513/688, 6-20=-1513/688, 7-20=-1634/675, 7-21=-2050/923, 8-21=-2165/921, 8-9=-2275/904, 9-22=-2439/915, 10-22=-2559/895 BOT CHORD 2-16=-690/2076, 15-16=-537/1721, 15-23=-537/1721, 14-23=-537/1721, 14-24=-545/1721, 13-24=-545/1721, 12-13=-545/1721, 10-12=-712/2076 WEBS 6-14=-594/1124, 7-14=-818/288, 7-12=-277/397, 9-12=-325/97, 5-14=-818/288, 5-16=-277/397, 3-16=-325/97 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 1-1-14, Interior (1) 1-1-14 to 16-1-12, Exterior (2) 16-1-12 to 19-4-8, Interior (1) 19-4-8 to 34-4-6 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) 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 399 lb uplift at joint 2 and 399 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 T Webb Const / Arcadia Plan J1405-20 A04 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. Mon Nov 02 16:37:01 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-Tl4lPWw304ImxvSogPTxB_mu6g9syytkEGP8iryN93W =4x4 9 11 12 8 13 7 14 6 5 4 3 102 1 W1 T1 T2 B1 W2 W4 W5 W6 W3 Scale = 1:70.8 Plate Offsets (X, Y): [2:0-1-8,0-1-8], [5:0-1-12,0-1-8], [6:0-1-4,Edge], [7:0-3-12,0-1-8], [8:0-2-12,0-4-8] 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 0.29 Vert(LL) -0.10 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(CT) -0.12 7-8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.02 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.04 8-9 >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* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-9 REACTIONS (lb/size) 6=4159/0-5-8, (min. 0-2-4), 9=2363/0-4-9, (min. 0-1-8) Max Horiz 9=-241 (LC 6) Max Uplift 6=-843 (LC 10), 9=-481 (LC 6) Max Grav 6=4198 (LC 15), 9=2554 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5203/1081, 3-10=-5314/1070, 3-4=-5362/1069, 4-5=-5377/1023, 5-6=-7127/1401 BOT CHORD 9-11=-211/1537, 11-12=-211/1537, 8-12=-211/1537, 8-13=-1167/6036, 7-13=-1167/6036, 7-14=-1167/6036, 6-14=-1167/6036 WEBS 2-9=-2734/540, 4-8=-265/87, 5-8=-1783/437, 5-7=-447/1783, 2-8=-1098/5321 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 4-8 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, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 9 and 843 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) 2735 lb down and 436 lb up at 23-9-0, and 1161 lb down and 280 lb up at 25-9-12, and 1161 lb down and 280 lb up at 27-9-12 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: 1-6=-84, 6-9=-14 Concentrated Loads (lb) Vert: 8=-2735 (B), 13=-1161 (B), 14=-1161 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1405-20 A05 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. Mon Nov 02 16:37:01 Page: 1 ID:BOcon_qUTxxhZEGO?GY_4bylJwh-Tl4lPWw304ImxvSogPTxB_mztg7My1kkEGP8iryN93W =3x4 1 12 11 18 19 20 9 8 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) -0.15 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT) -0.20 10-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.01 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.12 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=677/ Mechanical, (min. 0-1-8), 8=75/ Mechanical, (min. 0-1-8), 10=1747/0-5-8, (min. 0-1-14) Max Horiz 1=194 (LC 13) Max Uplift 1=-136 (LC 14), 8=-123 (LC 18), 10=-413 (LC 14) Max Grav 1=698 (LC 18), 8=286 (LC 19), 10=1747 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-974/301, 2-13=-869/316, 2-3=-696/298, 3-4=-493/318, 5-15=-99/394, 5-16=-117/464, 6-16=-129/337, 7-8=-293/110 BOT CHORD 1-12=-325/770, 11-12=-110/317, 11-18=-110/317, 10-18=-110/317 WEBS 2-12=-429/134, 4-12=-364/509, 4-10=-774/342, 5-10=-723/193, 6-10=-487/226 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 16-1-12, Exterior (2) 16-1-12 to 19-1-12, Interior (1) 19-1-12 to 25-6-12 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) 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 136 lb uplift at joint 1, 413 lb uplift at joint 10 and 123 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 T Webb Const / Arcadia Plan J1405-20 A06 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. Mon Nov 02 16:37:02 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-xxe7csxhnNQdZ31_E6_AkBJ6h4WBhWxtTw9iFHyN93V =4x4 10 1 15 14 21 13 22 12 11 920 16 2 8 73 17 64 1918 5 T2 T1 T2 T3 B1 B1B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 Scale = 1:72.7 Plate Offsets (X, Y): [1:0-0-13,Edge], [1:0-0-4,Edge], [9:0-0-13,Edge], [9:0-0-4,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 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT) -0.26 11-13 >999 240 M18SHS 220/195 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: 162 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 Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-2 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=1566/ Mechanical, (min. 0-1-8), 9=1765/0-3-8, (min. 0-1-14) Max Horiz 1=-162 (LC 12) Max Uplift 1=-340 (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=-2661/956, 2-16=-2545/970, 2-3=-2384/954, 3-17=-2181/972, 4-17=-2159/974, 4-18=-1670/692, 5-18=-1552/705, 5-19=-1552/700, 6-19=-1671/686, 6-7=-2222/949, 7-8=-2332/928, 8-20=-2503/942, 9-20=-2622/922 BOT CHORD 1-15=-762/2218, 14-15=-566/1778, 14-21=-566/1778, 13-21=-566/1778, 13-22=-564/1761, 12-22=-564/1761, 11-12=-564/1761, 9-11=-738/2140 WEBS 5-13=-610/1159, 6-13=-796/292, 6-11=-285/419, 8-11=-348/104, 4-13=-856/300, 4-15=-309/481, 2-15=-408/126 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 3-3-8, Interior (1) 3-3-8 to 16-1-12, Exterior (2) 16-1-12 to 19-4-8, Interior (1) 19-4-8 to 34-4-6 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) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 1 and 403 lb uplift at joint 9. 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 T Webb Const / Arcadia Plan J1405-20 A07 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. Mon Nov 02 16:37:02 Page: 1 ID:Upe9WdkXo_O23mVpuWOadPylJvW-xxe7csxhnNQdZ31_E6_AkBJ4X4UUhOjtTw9iFHyN93V 1 11 2 16 15 23 14 24 13 12 101722 3 9 84 211875 2019 6 T2 T1 T2 T3 B1B1B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 Scale = 1:72.7 Plate Offsets (X, Y): [2:0-0-13,Edge], [2:0-0-4,Edge], [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 0.78 Vert(LL) -0.18 14-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT) -0.26 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) 0.14 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 Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-14 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=1758/0-3-8, (min. 0-1-14), 10=1754/0-3-8, (min. 0-1-14) Max Horiz 2=167 (LC 13) Max Uplift 2=-400 (LC 14), 10=-399 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2599/910, 3-17=-2480/929, 3-4=-2310/917, 4-18=-2199/934, 5-18=-2084/936, 5-19=-1651/681, 6-19=-1531/694, 6-20=-1531/695, 7-20=-1651/681, 7-21=-2108/936, 8-21=-2201/934, 8-9=-2311/918, 9-22=-2482/929, 10-22=-2601/910 BOT CHORD 2-16=-705/2120, 15-16=-545/1742, 15-23=-545/1742, 14-23=-545/1742, 14-24=-553/1743, 13-24=-553/1743, 12-13=-553/1743, 10-12=-727/2122 WEBS 6-14=-600/1141, 7-14=-830/292, 7-12=-285/419, 9-12=-349/105, 5-14=-829/292, 5-16=-284/417, 3-16=-347/104 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) -2-1-6 to 1-1-6, Interior (1) 1-1-6 to 16-1-12, Exterior (2) 16-1-12 to 19-4-8, Interior (1) 19-4-8 to 34-4-6 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) 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 399 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 T Webb Const / Arcadia Plan J1405-20 A08 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. Mon Nov 02 16:37:02 Page: 1 ID:VmuWhIBY74q1_P8Rp0CpRfyUAAW-xxe7csxhnNQdZ31_E6_AkBJ054R1hPztTw9iFHyN93V 1 19 2 18 173 164 155 146 137 128 119 10 T2 T1 T2 T3 B1 B1B2 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:70.3 Plate Offsets (X, Y): [2:Edge,0-0-4], [6:0-3-0,0-3-0], [14:0-3-0,0-3-0], [18:Edge,0-0-4], [24:0-1-12,0-1-8], [32:0-1-12,0-1-8] 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 0.50 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 0.25 Horz(CT) 0.00 18 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 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-29, 11-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 31-10-8. (lb) - Max Horiz 2=167 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 18, 21, 22, 23, 25, 26, 27, 29, 30, 31, 33, 34, 35 except 20=-187 (LC 18), 36=-197 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 20, 21, 22, 23, 28, 33, 34, 35, 36 except 2=555 (LC 18), 18=540 (LC 18), 25=256 (LC 20), 26=302 (LC 20), 27=317 (LC 20), 29=317 (LC 19), 30=302 (LC 19), 31=256 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-29=-289/52, 8-30=-273/63, 11-27=-289/52, 12-26=-273/63 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=32ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner (3) -2-1-6 to 1-1-6, Exterior (2) 1-1-6 to 16-1-12, Corner (3) 16-1-12 to 19-4-8, Exterior (2) 19-4-8 to 34-4-6 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) 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, 29, 30, 31, 33, 34, 35, 27, 26, 25, 23, 22, 21, 18 except (jt=lb) 36=196, 20=186. 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 T Webb Const / Arcadia Plan J1405-20 A09G 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. Mon Nov 02 16:37:03 Page: 1 ID:1Rf30jLu1Lhy3RKQq0IIeyylJuk-P8CVpCxJYhYUBCcBoqVPHPrF5TvvQ1D0iauFnkyN93U 151 2 14 3 13 4 12 115 2928 6 10 7 9 8 T2 T1 T2 T1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:56.3 Plate Offsets (X, Y): [5:0-3-0,0-3-0], [11:0-3-0,0-3-0] 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 0.48 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 0.19 Horz(CT) 0.00 14 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 140 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 25-3-0. (lb) - Max Horiz 2=-134 (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=-148 (LC 18), 27=-148 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 16, 17, 18, 21, 25, 26, 27 except 2=513 (LC 18), 14=513 (LC 18), 19=282 (LC 20), 20=304 (LC 20), 23=304 (LC 19), 24=282 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-23=-276/55, 6-24=-253/64, 9-20=-276/56, 10-19=-253/64 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=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 12-7-8, Corner (3) 12-7-8 to 15-7-8, Exterior (2) 15-7-8 to 27-3-14 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 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, 23, 24, 25, 26, 20, 19, 18, 17, 14 except (jt=lb) 27=148, 16=148. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14. 13) 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:03 Page: 1 ID:qlujU3_O_9ur9RES9nx83GyUADM-P8CVpCxJYhYUBCcBoqVPHPrFQTvyQ130iauFnkyN93U 1 7 2 10 17 9 18 8 61611 53 1512 13 14 4 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 Scale = 1:58.4 Plate Offsets (X, Y): [2:Edge,0-0-4], [3:0-3-0,0-3-4], [4:0-3-0,0-1-12], [5:0-3-0,0-3-4], [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 0.59 Vert(LL) -0.19 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.24 8-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.05 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 6-8 >999 240 BCDL 7.0 Weight: 114 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 4-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-11 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=1409/0-3-8, (min. 0-1-8), 6=1409/0-3-8, (min. 0-1-8) Max Horiz 2=134 (LC 13) Max Uplift 2=-324 (LC 14), 6=-324 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1914/715, 3-11=-1784/740, 3-12=-1660/750, 12-13=-1530/760, 4-13=-1517/773, 4-14=-1517/773, 14-15=-1530/760, 5-15=-1660/750, 5-16=-1784/740, 6-16=-1914/715 BOT CHORD 2-10=-542/1528, 10-17=-304/1016, 9-17=-304/1016, 9-18=-304/1016, 8-18=-304/1016, 6-8=-561/1528 WEBS 4-8=-395/717, 5-8=-573/144, 4-10=-395/717, 3-10=-573/144 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 12-7-8, Exterior (2) 12-7-8 to 15-7-8, Interior (1) 15-7-8 to 27-3-14 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 324 lb uplift at joint 2 and 324 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:03 Page: 1 ID:EoW?_TcyHe_FxgMVrntsIkyUADr-P8CVpCxJYhYUBCcBoqVPHPrDoTs1QzF0iauFnkyN93U 1 12 13 14 15 9 16 17 818 7 19 20 21 6 22 23 24 5 42 10 11 3 T1 T1 B1 B2 W3 W2W1 W2 W1 Scale = 1:58.5 Plate Offsets (X, Y): [2:0-1-8,0-1-8], [3:0-2-0,0-1-12], [4:0-1-8,0-1-8], [6:0-4-8,0-1-8], [7:0-4-0,0-4-8], [9:0-4-8,0-1-8] 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 0.68 Vert(LL) -0.20 1-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.97 Vert(CT) -0.28 1-9 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.08 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.10 1-9 >999 240 BCDL 7.0 Weight: 262 lb FT = 0% LUMBER TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=6767/0-3-8, (req. 0-3-10), 5=5436/0-3-8, (min. 0-2-14) Max Horiz 1=-114 (LC 8) Max Uplift 1=-1351 (LC 10), 5=-1060 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8777/1717, 2-10=-5784/1147, 3-10=-5641/1170, 3-11=-5641/1169, 4-11=-5782/1147, 4-5=-8605/1679 BOT CHORD 1-12=-1430/7493, 12-13=-1430/7493, 13-14=-1430/7493, 14-15=-1430/7493, 9-15=-1430/7493, 9-16=-1430/7493, 16-17=-1430/7493, 8-17=-1430/7493, 8-18=-1430/7493, 7-18=-1430/7493, 7-19=-1396/7337, 19-20=-1396/7337, 20-21=-1396/7337, 6-21=-1396/7337, 6-22=-1396/7337, 22-23=-1396/7337, 23-24=-1396/7337, 5-24=-1396/7337 WEBS 3-7=-1095/5251, 2-7=-3210/669, 2-9=-539/2657, 4-7=-3025/628, 4-6=-502/2483 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 0-3-0 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=25ft; 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) 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 1351 lb uplift at joint 1 and 1060 lb uplift at joint 5. 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 335 lb up at 0-8-12, 684 lb down and 129 lb up at 1-10-4, 684 lb down and 129 lb up at 3-10-4, 684 lb down and 129 lb up at 5-10-4, 684 lb down and 129 lb up at 7-10-4, 684 lb down and 129 lb up at 9-10-4, 684 lb down and 129 lb up at 11-10-4, 684 lb down and 129 lb up at 13-10-4, 684 lb down and 129 lb up at 15-10-4, 684 lb down and 129 lb up at 17-10-4, 684 lb down and 129 lb up at 19-10-4, and 684 lb down and 129 lb up at 21-10-4, and 684 lb down and 129 lb up at 23-10-4 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, 1-5=-14 Concentrated Loads (lb) Vert: 12=-1555 (B), 13=-684 (B), 14=-684 (B), 15=-684 (B), 16=-684 (B), 17=-684 (B), 18=-684 (B), 19=-684 (B), 20=-684 (B), 21=-684 (B), 22=-684 (B), 23=-684 (B), 24=-684 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:04 Page: 1 ID:fSJrtlTUZSxAyaH8VBfWgiyUACk-tKmt1YyxJ?hLoMBNMX0epcON1t219N8AwEepJAyN93T 151 2 14 133 124 115 28 29 6 10 7 9 8 T2 T1 T2 T1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:55.3 Plate Offsets (X, Y): [5:0-3-0,0-3-0], [11:0-3-0,0-3-0] 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 0.48 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 14 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S BCDL 7.0 Weight: 134 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 24-5-0. (lb) - Max Horiz 2=-130 (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=-181 (LC 18), 27=-181 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 16, 17, 18, 21, 25, 26, 27 except 2=535 (LC 18), 14=535 (LC 18), 19=269 (LC 20), 20=305 (LC 20), 23=305 (LC 19), 24=269 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-23=-277/56, 9-20=-277/56 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; 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 12-2-8, Corner (3) 12-2-8 to 15-2-8, Exterior (2) 15-2-8 to 26-5-14 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, 23, 24, 25, 26, 20, 19, 18, 17, 14 except (jt=lb) 27=180, 16=180. 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:04 Page: 1 ID:9L8UmDYlH_Tvzss?0bDc6myUAA3-tKmt1YyxJ?hLoMBNMX0epcOQAtFF9VWAwEepJAyN93T 71 2 10 9 17 8 61611 53 1512 13 14 4 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 Scale = 1:56.7 Plate Offsets (X, Y): [2:Edge,0-0-4], [3:0-3-0,0-3-4], [4:0-3-0,0-1-12], [5:0-3-0,0-3-4], [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 0.60 Vert(LL) -0.17 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT) -0.21 8-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.04 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 6-8 >999 240 BCDL 7.0 Weight: 110 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 4-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-10 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=1367/0-5-8, (min. 0-1-8), 6=1367/0-5-8, (min. 0-1-8) Max Horiz 2=-130 (LC 12) Max Uplift 2=-315 (LC 14), 6=-315 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1816/688, 3-11=-1691/711, 3-12=-1567/719, 12-13=-1443/729, 4-13=-1429/741, 4-14=-1429/741, 14-15=-1443/729, 5-15=-1567/719, 5-16=-1691/711, 6-16=-1816/688 BOT CHORD 2-10=-516/1446, 9-10=-291/964, 9-17=-291/964, 8-17=-291/964, 6-8=-536/1446 WEBS 4-8=-377/663, 5-8=-533/133, 4-10=-377/663, 3-10=-533/133 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 12-2-8, Exterior (2) 12-2-8 to 15-2-8, Interior (1) 15-2-8 to 26-5-14 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 315 lb uplift at joint 2 and 315 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:05 Page: 1 ID:SQXigoQTewDKmK54QV2GifyUAAD-LWKFEuzZ4IpBQWmZvFXtMqxZ5HY_utaJ9uNMrcyN93S 1 2 14 1312 9 21 815 11 10 20 7 19 3 6184 1716 5 T2 T1 T3 T4 B1 B5 B2 B3 B4 W1 W3 W4 W2 W5 Scale = 1:73.5 Plate Offsets (X, Y): [2:0-2-4,0-1-8], [3:0-1-12,0-1-8], [6:0-2-4,0-1-12], [7:0-5-0,0-5-5], [8:0-1-2,0-3-8], [11:0-2-12,0-2-8], [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 0.96 Vert(LL) -0.34 9 >850 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT) -0.48 7-10 >603 240 TCDL 7.0 Rep Stress Incr YES WB 0.73 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: 125 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T4:2x6 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1381/0-5-8, (min. 0-1-8), 8=1174/0-5-8, (min. 0-1-8) Max Horiz 2=207 (LC 13) Max Uplift 2=-318 (LC 14), 8=-285 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1856/736, 3-15=-1727/760, 3-4=-1458/619, 4-16=-1337/629, 5-16=-1319/642, 5-17=-1326/661, 17-18=-1449/641, 6-18=-1465/639, 6-19=-2185/980, 7-19=-2242/960, 7-8=-641/249 BOT CHORD 2-14=-792/1473, 5-11=-576/955, 10-11=-978/2018, 10-20=-968/2011, 7-20=-968/2011 WEBS 3-11=-455/209, 6-11=-1135/523, 11-14=-691/1384 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 12-2-8, Exterior (2) 12-2-8 to 15-2-8, Interior (1) 15-2-8 to 24-2-4 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 318 lb uplift at joint 2 and 285 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:05 Page: 1 ID:SnArWsSod1wGTO5Qvr3CeayUA8u-LWKFEuzZ4IpBQWmZvFXtMqxTSHSKup7J9uNMrcyN93S 712 =3x4 1 12 1110 7 20 698 19 5 13 18 2 4 1714 1615 3 T1 T3 T2 B1 B5 B2 B3 B4 W1 W3 W4 W5 W2 Scale = 1:69.6 Plate Offsets (X, Y): [2:0-1-12,0-1-8], [4:0-2-12,0-1-12], [5:0-5-0,0-5-5], [6:0-6-0,0-0-8], [9:0-2-4,0-2-8], [12:0-2-0,0-1-12] 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 0.87 Vert(LL) -0.28 5-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT) -0.40 5-8 >720 240 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.29 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.20 5-8 >999 240 BCDL 7.0 Weight: 121 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 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1170/0-5-8, (min. 0-1-8), 6=1175/0-1-8, (min. 0-1-8) Max Horiz 1=193 (LC 13) Max Uplift 1=-253 (LC 14), 6=-287 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1893/758, 2-13=-1762/774, 2-14=-1464/625, 14-15=-1342/634, 3-15=-1321/647, 3-16=-1330/658, 16-17=-1423/640, 4-17=-1470/637, 4-18=-2181/981, 5-18=-2245/962, 5-6=-690/276 BOT CHORD 1-12=-801/1520, 3-9=-574/955, 8-9=-979/2005, 8-19=-970/1998, 5-19=-969/1998 WEBS 2-9=-505/221, 4-9=-1064/516, 9-12=-703/1437 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 12-2-8, Exterior (2) 12-2-8 to 15-2-8, Interior (1) 15-2-8 to 24-0-4 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 at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 1 and 287 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:05 Page: 1 ID:Nd?z1Y?CQLgICwGi7zuQPSylK0w-LWKFEuzZ4IpBQWmZvFXtMqxVsHS1upZJ9uNMrcyN93S =3x4 1 12 13 14 9 15 8 7 16 17 18 6 19 20 21 5 2 4 1110 3 T1 T2 B1 B2 W3 W2W1 W2 W1 Scale = 1:52.8 Plate Offsets (X, Y): [2:0-1-12,0-1-8], [4:0-1-12,0-1-8], [9:0-4-0,0-1-8] 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 0.35 Vert(LL) -0.11 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.12 6-7 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.04 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 6-7 >999 240 BCDL 7.0 Weight: 250 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=2860/0-5-8, (min. 0-1-8), 5=2749/ Mechanical, (min. 0-1-8) Max Horiz 1=-111 (LC 8) Max Uplift 1=-458 (LC 10), 5=-443 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4362/701, 2-10=-2918/492, 3-10=-2780/514, 3-11=-2780/514, 4-11=-2917/492, 4-5=-4301/691 BOT CHORD 1-12=-552/3644, 12-13=-552/3644, 13-14=-552/3644, 9-14=-552/3644, 9-15=-552/3644, 8-15=-552/3644, 7-8=-552/3644, 7-16=-540/3567, 16-17=-540/3567, 17-18=-540/3567, 6-18=-540/3567, 6-19=-540/3567, 19-20=-540/3567, 20-21=-540/3567, 5-21=-540/3567 WEBS 3-7=-437/2383, 2-7=-1563/292, 2-9=-365/1018, 4-7=-1474/278, 4-6=-354/988 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) 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 lb uplift at joint 1 and 443 lb uplift at joint 5. 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) 276 lb down and 134 lb up at 0-9-4, 273 lb down and 137 lb up at 2-9-4, 273 lb down and 137 lb up at 4-9-4, 273 lb down and 137 lb up at 6-9-4, 273 lb down and 137 lb up at 8-9-4, 273 lb down and 137 lb up at 10-9-4, 273 lb down and 137 lb up at 12-9-4, 273 lb down and 137 lb up at 14-9-4, 273 lb down and 137 lb up at 16-9-4, 273 lb down and 137 lb up at 18-9-4, and 273 lb down and 137 lb up at 20-9-4, and 273 lb down and 137 lb up at 22-9-4 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, 1-5=-14 Concentrated Loads (lb) Vert: 8=-273 (F), 9=-273 (F), 12=-276 (F), 13=-273 (F), 14=-273 (F), 15=-273 (F), 16=-273 (F), 17=-273 (F), 18=-273 (F), 19=-273 (F), 20=-273 (F), 21=-273 (F) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:06 Page: 1 ID:SnArWsSod1wGTO5Qvr3CeayUA8u-pjueSE_Brcx22gLmTy36u1TophtcdJcTOY7vO2yN93R 7110 9 8 62 3631 533235 33 34 4 T1 T1 W1 W1 B1 B1 W4 W3W3W2 W2 ST5 ST6 ST3 ST4 ST2 ST1 ST5 ST6 ST3 ST4 ST2 ST1 Scale = 1:53.5 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [9:0-4-0,0-3-0], [10:0-1-12,0-1-8] 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.21 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 8-9 >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=1081/0-3-8, (min. 0-1-8), 10=1081/0-3-8, (min. 0-1-8) Max Horiz 10=-132 (LC 12) Max Uplift 8=-252 (LC 14), 10=-252 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-32=-834/433, 32-33=-815/439, 4-33=-731/452, 4-34=-731/452, 34-35=-815/439, 5-35=-834/433, 2-10=-402/197, 6-8=-402/197 BOT CHORD 9-10=-292/774, 8-9=-275/774 WEBS 4-9=-365/372, 5-9=-267/65, 3-9=-267/65, 3-10=-995/295, 5-8=-995/295 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 9-3-4, Exterior (2) 9-3-4 to 12-3-4, Interior (1) 12-3-4 to 20-7-6 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 252 lb uplift at joint 10 and 252 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:06 Page: 1 ID:XqowCVHV3Qyr4b8RF3HcGQyUA6X-pjueSE_Brcx22gLmTy36u1Te2hs5dI1TOY7vO2yN93R 7110 9 8 62 1611 531215 13 14 4 T1 T1 W1 W1 B1 B1 W4 W3W3W2 W2 Scale = 1:53.5 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [9:0-4-0,0-3-0], [10:0-1-12,0-1-8] 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT) -0.21 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.16 8-9 >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=1081/0-3-8, (min. 0-1-8), 10=1081/0-3-8, (min. 0-1-8) Max Horiz 10=-132 (LC 12) Max Uplift 8=-252 (LC 14), 10=-252 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-834/433, 12-13=-815/439, 4-13=-731/452, 4-14=-731/452, 14-15=-815/439, 5-15=-834/433, 2-10=-402/197, 6-8=-402/197 BOT CHORD 9-10=-292/774, 8-9=-275/774 WEBS 4-9=-365/372, 5-9=-267/65, 3-9=-267/65, 3-10=-995/295, 5-8=-995/295 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 9-3-4, Exterior (2) 9-3-4 to 12-3-4, Interior (1) 12-3-4 to 20-7-6 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 252 lb uplift at joint 10 and 252 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:07 Page: 1 ID:mHJvXmBUyzx_7MXvnN7kxkyUA6f-HvS0fa?pcw3vfqwy1gaLRF0po5CKMlHccCsTwVyN93Q 1 7108 2 61611 3 51215 13 14 4 T1 T1 W1 W1 B1 B1 W4 W3W3W2 W2 Scale = 1:58.2 Plate Offsets (X, Y): [2:0-3-4,Edge], [6:0-3-4,Edge], [8:0-1-12,0-1-8], [9:0-4-0,0-3-0], [10:0-1-12,0-1-8] 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 1.00 Vert(LL) -0.12 8-9 >936 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT) -0.20 8-9 >550 240 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) 0.16 8-9 >704 240 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 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=574/0-3-8, (min. 0-1-8), 9=1014/0-5-8, (min. 0-1-8), 10=574/0-5-8, (min. 0-1-8) Max Horiz 10=132 (LC 13) Max Uplift 8=-157 (LC 14), 9=-191 (LC 14), 10=-157 (LC 14) Max Grav 8=627 (LC 20), 9=1014 (LC 1), 10=627 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-378/187, 6-8=-378/187 WEBS 4-9=-455/2, 5-9=-394/122, 3-9=-394/123, 3-10=-339/34, 5-8=-339/34 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 9-3-4, Exterior (2) 9-3-4 to 12-3-4, Interior (1) 12-3-4 to 20-7-6 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 191 lb uplift at joint 9, 157 lb uplift at joint 10 and 157 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:07 Page: 1 ID:AWMvJjB2GnccHmF8_9fWdRyUA7x-HvS0fa?pcw3vfqwy1gaLRF0pP5CnMpmccCsTwVyN93Q 3x4 =4x4 3x4 11 10 16 17 9 18 7 19 20 6 14 15 1 5 42 1312 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], [2:0-1-0,0-1-8], [4:0-1-4,0-1-8], [5:0-1-12,0-1-8], [6:Edge,0-2-0], [7:0-4-0,0-4-12], [10:0-3-8,0-4-12] 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 0.35 Vert(LL) -0.05 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT) -0.07 6-7 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.01 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 6-7 >999 240 BCDL 7.0 Weight: 230 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* 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 10-0-0 oc bracing. REACTIONS (lb/size) 6=2754/0-4-8, (min. 0-1-8), 8=7429/0-5-8, (min. 0-3-15), 11=2609/0-5-8, (min. 0-1-8) Max Horiz 11=110 (LC 9) Max Uplift 6=-542 (LC 10), 8=-1519 (LC 10), 11=-515 (LC 10) Max Grav 6=2794 (LC 15), 8=7429 (LC 1), 11=2648 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2212/424, 2-12=-207/1015, 3-12=-197/1151, 3-13=-202/1239, 4-13=-214/1095, 4-5=-1684/316, 1-11=-1549/288, 5-6=-1166/210 BOT CHORD 11-14=-143/488, 14-15=-143/488, 10-15=-143/488, 10-16=-355/1835, 16-17=-355/1835, 9-17=-355/1835, 8-9=-355/1835, 8-18=-234/1380, 7-18=-234/1380, 7-19=-105/542, 19-20=-105/542, 6-20=-105/542 WEBS 3-8=-1462/246, 4-8=-3168/672, 4-7=-634/3063, 2-8=-3453/731, 2-10=-680/3283, 1-10=-237/1388, 5-7=-132/865 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 0-5-0 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 515 lb uplift at joint 11, 1519 lb uplift at joint 8 and 542 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) 1375 lb down and 273 lb up at 1-7-4, 1375 lb down and 273 lb up at 3-7-4, 1375 lb down and 273 lb up at 5-7-4, 1375 lb down and 273 lb up at 7-7-4, 1375 lb down and 273 lb up at 11-7-4, 1375 lb down and 273 lb up at 13-7-4, and 1375 lb down and 273 lb up at 15-7-4, and 1377 lb down and 274 lb up at 17-7-4 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: 7=-1375 (B), 14=-1375 (B), 15=-1375 (B), 16=-1375 (B), 17=-1375 (B), 18=-1375 (B), 19=-1375 (B), 20=-1377 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:07 Page: 1 ID:iPvENd?4UM26q3t0PkMDqayUA6u-HvS0fa?pcw3vfqwy1gaLRF0zS5ApMjmccCsTwVyN93Q 10 9 8 71 62 3025 532629 27 28 4 T1 T1 W1 W1 B1B1 W4 W3W3W2 W2 ST3 ST4 ST2 ST1 ST3 ST4 ST2 ST1 Scale = 1:55.2 Plate Offsets (X, Y): [8:0-1-12,0-1-8], [9:0-4-0,0-3-0], [10:0-1-12,0-1-8] 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.18 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 8-9 >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=1004/0-3-8, (min. 0-1-8), 10=1004/0-3-8, (min. 0-1-8) Max Horiz 10=-124 (LC 12) Max Uplift 8=-232 (LC 14), 10=-232 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-26=-810/426, 26-27=-749/430, 4-27=-710/442, 4-28=-710/442, 28-29=-749/430, 5-29=-810/426, 2-10=-368/183, 6-8=-368/183 BOT CHORD 9-10=-296/753, 8-9=-283/753 WEBS 4-9=-359/367, 5-9=-260/66, 3-9=-260/66, 3-10=-906/276, 5-8=-906/276 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 8-11-0, Exterior (2) 8-11-0 to 11-11-0, Interior (1) 11-11-0 to 19-4-14 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 232 lb uplift at joint 10 and 232 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:08 Page: 1 ID:m7av_CTMKlODQ6IZO0_VdjzBc4z-m5?Otw?SNDBmH_V8bN5a_SZ5DUZ35Czmrsc0SxyN93P 10 9 8 71 62 1611 531215 13 14 4 T1 T1 W1 W1 B1 B1 W4 W3W3W2 W2 Scale = 1:55.2 Plate Offsets (X, Y): [8:0-1-12,0-1-8], [9:0-4-0,0-3-0], [10:0-1-12,0-1-8] 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.18 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.14 8-9 >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=1004/0-3-8, (min. 0-1-8), 10=1004/0-3-8, (min. 0-1-8) Max Horiz 10=-124 (LC 12) Max Uplift 8=-232 (LC 14), 10=-232 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-12=-810/426, 12-13=-749/430, 4-13=-710/442, 4-14=-710/442, 14-15=-749/430, 5-15=-810/426, 2-10=-368/183, 6-8=-368/183 BOT CHORD 9-10=-296/753, 8-9=-283/753 WEBS 4-9=-359/367, 5-9=-260/66, 3-9=-260/66, 3-10=-906/276, 5-8=-906/276 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 8-11-0, Exterior (2) 8-11-0 to 11-11-0, Interior (1) 11-11-0 to 19-4-14 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) 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 232 lb uplift at joint 10 and 232 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:08 Page: 1 ID:75No1vXV9H1WXtBXBZZgKmzBc4u-m5?Otw?SNDBmH_V8bN5a_SZ5DUZ35Czmrsc0SxyN93P 2x4 =4x4 4x4 2x4 8 7 6 51 149 2 4 10 1311 12 3 T1 T1 W1 W1 B1B1 W4 W3W3W2 W2 Scale = 1:48.1 Plate Offsets (X, Y): [6:0-1-12,0-1-8], [7:0-4-0,0-3-0], [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 0.38 Vert(LL) -0.10 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT) -0.18 6-7 >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 7-8 >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=860/0-5-8, (min. 0-1-8), 8=860/0-5-8, (min. 0-1-8) Max Horiz 8=-109 (LC 12) Max Uplift 6=-188 (LC 14), 8=-188 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-835/432, 10-11=-774/436, 3-11=-732/449, 3-12=-732/449, 12-13=-774/436, 4-13=-835/432 BOT CHORD 7-8=-341/793, 6-7=-337/793 WEBS 3-7=-369/401, 4-7=-271/71, 2-7=-271/71, 2-8=-902/299, 4-6=-902/299 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 8-11-0, Exterior (2) 8-11-0 to 11-11-0, Interior (1) 11-11-0 to 17-8-4 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) 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 188 lb uplift at joint 8 and 188 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:08 Page: 1 ID:i6xjIO_CjkETndU7SHppn1ylJxm-m5?Otw?SNDBmH_V8bN5a_SZ8iUY25C0mrsc0SxyN93P 712 =2x4 2x4 2x4 1 5 2 4 6 7 3 T1 W1 B1 Scale = 1:40.9 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 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT) 0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 2-4 >999 240 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=286/0-5-8, (min. 0-1-8), 4=28/ Mechanical, (min. 0-1-8) Max Horiz 2=41 (LC 11) Max Uplift 2=-85 (LC 14), 4=-86 (LC 18) Max Grav 2=386 (LC 18), 4=35 (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 1-10-4 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 4 and 85 lb uplift at joint 2. 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 T Webb Const / Arcadia Plan 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. Mon Nov 02 16:37:09 Page: 1 ID:iuX5?0Gdt0oPQlfLX0B3adzBc6X-EIZm4F048XJdv74L84cpWg5KDu_0qnav4WLa_NyN93O