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HomeMy WebLinkAboutTRUSS LAYOUT - 21-00683 - 1171 Castle Pines Rd - New SFR (3)712 =3x8 =2x4 =8x10 =5x6 =MT20HS 5x10 =3x8 =2x4 =4x4 =MT20HS 7x10 =3x4 =3x4 =5x6 =8x10 =2x4 =3x8 1 11 2 17 22 16 1523 14 2413 25 26 12 10 93 5 6 7 2019 2118 84 T1 T2 T3 T1 B1 B3B2 W1 W2 W3 W4 W5 W4 W3 W2 W1 2-0-0 34-4-0 2-0-0 -2-0-0 3-5-12 8-0-0 3-5-12 27-9-12 4-6-4 4-6-4 4-6-4 32-4-0 5-4-3 18-10-1 5-5-15 13-5-15 5-5-15 24-4-0 0-2-0 0-2-0 5-4-3 18-10-1 5-7-11 13-5-15 5-7-11 24-5-12 7-8-4 7-10-4 7-10-4 32-4-06-2-10-4-5 0-1-12 4-10-94-10-90-1-125-0-5Scale = 1:67.3 Plate Offsets (X, Y):[4:0-2-12,0-2-0], [6:0-2-0,Edge], [8:0-2-12,0-2-0], [12:0-5-0,0-4-12], [17:0-5-0,0-4-12] 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 0.79 Vert(LL)-0.37 13-15 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.47 13-15 >816 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.13 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.15 13-15 >999 240 BCDL 7.0 Weight: 366 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 4-7-10 oc purlins, except 2-0-0 oc purlins (4-0-2 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=4648/0-5-8, (min. 0-2-10), 10=4655/0-5-8, (min. 0-2-10) Max Horiz 2=-91 (LC 8) Max Uplift 2=-994 (LC 10), 10=-996 (LC 10) Max Grav 2=4896 (LC 27), 10=4904 (LC 27) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8630/1682, 3-4=-8659/1695, 4-18=-7412/1469, 18-19=-7414/1468, 5-19=-7419/1468, 5-6=-10504/1997, 6-7=-10504/1997, 7-20=-7430/1471, 20-21=-7425/1471, 8-21=-7424/1471, 8-9=-8673/1698, 9-10=-8643/1684 BOT CHORD 2-17=-1355/7325, 17-22=-1848/10478, 16-22=-1848/10478, 15-16=-1848/10478, 15-23=-1848/10478, 14-23=-1848/10478, 14-24=-1848/10478, 13-24=-1848/10478, 13-25=-1853/10504, 25-26=-1853/10504, 12-26=-1853/10504, 10-12=-1357/7337 WEBS 3-17=-237/261, 4-17=-781/3852, 5-17=-3922/671, 5-15=-320/1511, 7-13=-329/1620, 7-12=-3941/675, 8-12=-782/3858, 9-12=-237/261 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, Except member 4-17 2x4 - 1 row at 0-7-0 oc, Except member 8-12 2x4 - 1 row at 0-7-0 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=32ft; 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 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. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 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 996 lb uplift at joint 10 and 994 lb uplift at joint 2. 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. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1164 lb down and 255 lb up at 8-0-0, 433 lb down and 85 lb up at 10-0-12, 433 lb down and 85 lb up at 12-0-12, 433 lb down and 85 lb up at 14-0-12, 866 lb down and 170 lb up at 16-0-12, 433 lb down and 85 lb up at 18-3-4, 433 lb down and 85 lb up at 20-3-4, and 433 lb down and 85 lb up at 22-3-4, and 1164 lb down and 255 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, 4-8=-84, 8-11=-84, 2-10=-14 Concentrated Loads (lb) Vert: 16=-433 (F), 17=-1164 (F), 12=-1164 (F), 14=-866 (F), 22=-433 (F), 23=-433 (F), 24=-433 (F), 25=-433 (F), 26=-433 (F) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A01 21Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:39 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-wRHQMjZyeu0Yj3kc1td?0tMcy9E_2_w7XhAPw_yW47N 712 =3x4 =2x4 =3x8 =4x4 =3x4 =2x4 =3x8 =3x4 =4x4 =3x8 =2x4 =3x4 1 9 2 14 13 12 11 10 8 2215 3 71621 518 19 2017 64 T1 T2 T1 B1 B1B2 W1 W2 W3 W4 W3 W2 W1 2-0-0 34-4-0 2-0-0 -2-0-0 4-9-3 10-0-0 4-9-3 27-1-3 5-2-13 5-2-13 5-2-13 32-4-0 6-2-0 16-2-0 6-2-0 22-4-0 0-2-0 0-2-0 6-3-12 16-2-0 6-3-12 22-5-12 9-8-4 9-10-4 9-10-4 32-4-07-4-10-4-5 0-1-12 6-0-96-0-90-1-126-2-5Scale = 1:66.2 Plate Offsets (X, Y):[4:0-2-0,0-1-12], [6:0-2-0,0-1-12] 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 0.56 Vert(LL)-0.11 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.19 8-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.12 8-10 >999 240 BCDL 7.0 Weight: 315 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 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1755/0-5-8, (min. 0-1-8), 8=1755/0-5-8, (min. 0-1-8) Max Horiz 2=109 (LC 13) Max Uplift 2=-400 (LC 14), 8=-400 (LC 14) Max Grav 2=2231 (LC 31), 8=2231 (LC 31) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2961/941, 3-15=-2619/959, 3-16=-2464/907, 4-16=-2458/927, 4-17=-2090/823, 17-18=-2094/823, 5-18=-2099/823, 5-19=-2099/823, 19-20=-2094/823, 6-20=-2090/823, 6-21=-2458/927, 7-21=-2464/907, 7-22=-2619/959, 8-22=-2961/941 BOT CHORD 2-14=-738/2353, 13-14=-775/2734, 12-13=-775/2734, 11-12=-775/2734, 10-11=-775/2734, 8-10=-756/2353 WEBS 3-14=-634/115, 4-14=-372/737, 5-14=-867/184, 5-10=-867/184, 6-10=-372/737, 7-10=-634/114 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: 2x4 - 1 row 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=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 10-0-0, Exterior (2) 10-0-0 to 14-6-14, Interior (1) 14-6-14 to 22-4-0, Exterior (2) 22-4-0 to 26-10-14, Interior (1) 26-10-14 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 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 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. 7)Provide adequate drainage to prevent water ponding. 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 400 lb uplift at joint 2 and 400 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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A02 21Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:40 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-sqPBnPaCAVGGyMu_8IfT5IR0_z0LW2vQ_?fW?tyW47L 712 =3x6 =3x8 =2x4 =3x4 =3x4 =3x8 =4x4 =3x4 =3x4 =4x6 =4x4 =3x8 =3x4 =3x4 =2x4 =3x6 1 11 2 17 16 15 28 14 29 13 12 10 2718 19 26 93 252084 62322 2421 75 T2 T1 T3 T2 T1 B1 B3B2 W1 W2 W3 W4 W4 W3 W2 W1 HW1 2-0-0 34-4-0 2-0-0 -2-0-0 4-2-0 16-2-0 4-2-0 20-4-0 5-9-3 12-0-0 5-9-3 26-1-3 6-2-13 6-2-13 6-2-13 32-4-0 0-2-0 0-2-0 5-7-7 11-10-4 5-7-7 26-1-3 6-0-13 6-2-13 6-2-13 32-4-0 8-7-8 20-5-128-6-10-4-5 0-1-12 7-2-97-2-90-1-127-4-5Scale = 1:66.4 Plate Offsets (X, Y):[2:0-6-0,0-0-2], [2:0-0-4,Edge], [3:0-1-12,0-1-8], [5:0-1-12,0-1-12], [7:0-1-12,0-1-12], [9:0-1-12,0-1-8], [10:0-3-3,0-1-8] 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)-0.25 13-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.37 13-16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.11 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.17 13-16 >999 240 BCDL 7.0 Weight: 166 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except 2-0-0 oc purlins (4-7-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 1 Row at midpt 6-16, 6-13 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. 0-2-10), 10=1755/0-5-8, (min. 0-2-10) Max Horiz 2=-128 (LC 12) Max Uplift 2=-400 (LC 14), 10=-400 (LC 14) Max Grav 2=2458 (LC 31), 10=2458 (LC 31) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3368/972, 18-19=-3173/979, 3-19=-3142/994, 3-20=-2481/829, 4-20=-2367/833, 4-5=-2234/850, 5-21=-1927/762, 21-22=-1928/762, 6-22=-1928/762, 6-23=-1928/762, 23-24=-1928/762, 7-24=-1927/762, 7-8=-2234/850, 8-25=-2367/833, 9-25=-2481/829, 9-26=-3142/994, 26-27=-3173/979, 10-27=-3368/972 BOT CHORD 2-17=-756/2679, 16-17=-756/2679, 15-16=-590/1967, 15-28=-590/1967, 14-28=-590/1967, 14-29=-590/1967, 13-29=-590/1967, 12-13=-774/2679, 10-12=-774/2679 WEBS 3-16=-881/246, 5-16=-338/657, 6-16=-447/140, 6-13=-447/140, 7-13=-338/657, 9-13=-881/245 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 12-0-0, Exterior (2) 12-0-0 to 16-6-14, Interior (1) 16-6-14 to 20-4-0, Exterior (2) 20-4-0 to 24-10-14, Interior (1) 24-10-14 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)Provide adequate drainage to prevent water ponding. 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A03 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:41 Page: 1 ID:6M?Ki4Gzrkh5_sywbx7uJ8yW4e1-sqPBnPaCAVGGyMu_8IfT5IRxGzwuWxlQ_?fW?tyW47L 712 =3x6 =MT20HS 5x10 =6x12 =MT20HS 5x10 =4x8 =4x6 =3x8 =4x4 =4x6 =3x4 =3x4 =3x8 =4x4 =3x6 14 13 12 11 10 9 8 216151 727 1718 2663 251924 204 21 22 23 5 W1 T1 T2 T3 T4 W11 B1 B2 W2 W3 W4 W5 W6 W7 W6 W8 W9 W10 3-7-6 26-7-0 4-4-0 17-11-0 4-3-11 9-3-5 4-11-10 4-11-10 4-3-11 13-7-0 5-0-10 22-11-10 3-7-6 26-7-0 4-7-8 18-0-12 4-9-14 4-9-14 4-10-14 22-11-10 8-7-6 13-5-46-6-51-6-0 1-5-101-6-0 0-1-12 0-3-80-3-81-2-81-6-04-10-96-4-90-1-126-6-5Scale = 1:63 Plate Offsets (X, Y):[1:Edge,0-2-4], [2:0-5-0,0-3-4], [3:0-3-8,0-1-12], [4:0-2-0,0-1-12], [5:0-3-0,0-1-0], [6:0-1-12,0-1-8], [7:0-1-12,0-2-0], [9:0-3-8,0-1-8], [13:0-5-12,0-1-12] 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 0.90 Vert(LL)-0.50 11-13 >633 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.70 11-13 >448 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.06 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.32 11-13 >971 240 BCDL 7.0 Weight: 142 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,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, 4-5. BOT CHORD Rigid ceiling directly applied or 6-10-7 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=1288/0-5-8, (min. 0-1-15), 14=1288/ Mechanical, (min. 0-1-8) Max Horiz 14=108 (LC 13) Max Uplift 8=-281 (LC 14), 14=-281 (LC 14) Max Grav 8=1793 (LC 32), 14=1438 (LC 32) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1360/506, 1-15=-5005/1770, 15-16=-5005/1770, 2-16=-5005/1770, 2-17=-6343/2228, 17-18=-6212/2233, 3-18=-6093/2241, 3-19=-2259/763, 19-20=-2064/778, 4-20=-1934/779, 4-21=-1777/693, 21-22=-1777/693, 22-23=-1777/693, 5-23=-1777/693, 5-24=-1783/664, 24-25=-1786/655, 6-25=-1988/652, 6-26=-1830/632, 26-27=-1839/630, 7-27=-2063/619, 7-8=-1763/521 BOT CHORD 13-14=-100/258, 12-13=-875/2812, 11-12=-875/2812, 10-11=-490/1544, 9-10=-531/1704 WEBS 1-13=-1758/4997, 2-13=-3441/1177, 3-13=-1376/3403, 3-11=-1335/371, 4-11=-310/693, 5-11=-162/456, 6-9=-535/67, 7-9=-532/1748 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 13-7-0, Exterior (2) 13-7-0 to 16-7-0, Interior (1) 16-7-0 to 17-11-0, Exterior (2) 17-11-0 to 20-11-0, Interior (1) 20-11-0 to 26-5-4 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 281 lb uplift at joint 14 and 281 lb uplift at joint 8. 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 J1395-21 A04 11Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:41 Page: 1 ID:9MBMnaduzyoVinqHUw7FJSyUAUc-K0zZ_lbqxpO7aWTAi0BieW_4MNHLFMvZDfP4XJyW47K 712 =3x6 =MT20HS 5x10 =MT20HS 5x10 =4x4 =4x6 =3x4 =3x4 =4x8 =3x8 =3x4 =4x4 =3x4 =3x6 13 12 11 10 9 8 7 215141 6 16 21 5320 17 1918 4 W1 T1 T2 T3 W10 B1 B2 W2 W1 W3 W4 W5 W6 W7 W8 W9 0-9-15 16-2-0 4-11-10 4-11-10 5-3-11 10-3-5 4-7-6 26-7-0 5-0-11 15-4-0 5-9-11 21-11-10 4-7-6 26-7-0 4-9-14 4-9-14 5-5-7 10-3-5 5-5-11 15-9-0 6-2-10 21-11-107-6-91-6-0 1-5-101-6-0 1-6-01-6-06-0-97-6-9Scale = 1:60.8 Plate Offsets (X, Y):[2:0-2-4,0-2-4], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [11:0-2-12,0-2-0], [12:0-3-8,0-2-4] 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 0.92 Vert(LL)-0.39 11-12 >804 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.52 11-12 >605 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.07 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.19 11-12 >999 240 BCDL 7.0 Weight: 138 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 2-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-7 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 1 Row at midpt 2-11, 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=1288/0-5-8, (min. 0-1-8), 13=1288/ Mechanical, (min. 0-1-8) Max Horiz 13=128 (LC 13) Max Uplift 7=-281 (LC 14), 13=-281 (LC 14) Max Grav 7=1288 (LC 1), 13=1395 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1309/480, 1-14=-4880/1698, 14-15=-4880/1698, 2-15=-4880/1698, 2-16=-2971/934, 3-16=-2819/948, 3-17=-1691/597, 17-18=-1505/605, 4-18=-1455/617, 4-19=-1448/611, 19-20=-1454/598, 5-20=-1504/588, 5-21=-1423/650, 6-21=-1593/639, 6-7=-1257/497 BOT CHORD 12-13=-104/251, 11-12=-1750/5032, 10-11=-796/2471, 9-10=-796/2471, 8-9=-539/1315 WEBS 1-12=-1684/4886, 2-12=-1253/328, 2-11=-2624/982, 3-11=-360/698, 3-9=-1532/472, 4-9=-506/991, 5-9=-384/146, 5-8=-276/29, 6-8=-518/1303 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 15-9-14, Exterior (2) 15-9-14 to 18-9-14, Interior (1) 18-9-14 to 26-5-4 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 281 lb uplift at joint 13 and 281 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 J1395-21 A05 11Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:42 Page: 1 ID:9MBMnaduzyoVinqHUw7FJSyUAUc-oDWxB5cSi6W_Cg2NGjixBjWFtnYV_rTiSJ8d4lyW47J 712 =3x6 =MT20HS 5x10 =MT20HS 5x10 =4x4 =4x6 =3x4 =4x4 =4x4 =3x8 =3x4 =4x4 =3x4 =3x6 13 12 1110 9 8 7 215141 6 16 21 5320 17 18 19 4 W1 T1 T2 T3 W10 B1 B2 W2 W1 W9 W4 W3 W5 W6 W7 W8 4-11-10 4-11-10 5-4-11 10-4-5 4-8-6 26-7-0 5-4-11 15-9-0 6-1-10 21-10-10 4-8-6 26-7-0 4-9-14 4-9-14 5-4-11 15-9-0 5-6-7 10-4-5 6-1-10 21-10-107-9-71-6-0 1-5-101-6-0 1-6-01-6-06-3-77-9-7Scale = 1:60.7 Plate Offsets (X, Y):[2:0-2-4,0-2-4], [3:0-1-12,0-1-8], [5:0-1-12,0-1-8], [6:0-1-12,0-1-8], [10:0-1-15,Edge], [11:0-2-8,0-2-0], [12:0-3-8,0-2-4] 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 0.92 Vert(LL)-0.39 11-12 >800 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.53 11-12 >601 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.07 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.19 11-12 >999 240 BCDL 7.0 Weight: 139 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 2-9-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-9-7 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 5-0-4 oc bracing. WEBS 1 Row at midpt 2-11, 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=1288/0-5-8, (min. 0-1-8), 13=1288/ Mechanical, (min. 0-1-8) Max Horiz 13=129 (LC 13) Max Uplift 7=-281 (LC 14), 13=-281 (LC 14) Max Grav 7=1288 (LC 1), 13=1392 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1306/481, 1-14=-4874/1700, 14-15=-4874/1700, 2-15=-4874/1700, 2-16=-2940/927, 3-16=-2788/941, 3-17=-1679/595, 17-18=-1500/603, 4-18=-1443/616, 4-19=-1438/611, 19-20=-1443/598, 5-20=-1494/588, 5-21=-1425/651, 6-21=-1598/640, 6-7=-1256/495 BOT CHORD 12-13=-104/251, 11-12=-1751/5025, 10-11=-789/2440, 9-10=-789/2440, 8-9=-539/1317 WEBS 1-12=-1687/4881, 2-12=-1251/327, 6-8=-515/1301, 3-11=-359/695, 2-11=-2648/990, 3-9=-1532/475, 4-9=-513/1009, 5-9=-388/149, 5-8=-270/28 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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 to 15-9-0, Exterior (2) 15-9-0 to 18-9-0, Interior (1) 18-9-0 to 26-5-4 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 281 lb uplift at joint 13 and 281 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 J1395-21 A06 17Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:42 Page: 1 ID:9MBMnaduzyoVinqHUw7FJSyUAUc-oDWxB5cSi6W_Cg2NGjixBjWFtnYX_rTiSJ8d4lyW47J 712 =4x4 =2x4 =3x4 =3x4 =3x4 =3x4 =4x4 =3x8 =3x4 =3x4 =3x4 =3x4 =2x4 =4x4 1 11 2 16 23 24 15 14 13 25 26 12 10 2217 93 4 8 18 2157 19 20 6 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 2-0-0 34-4-0 2-0-0 -2-0-0 5-2-13 10-11-3 5-2-13 26-7-10 5-2-13 16-2-0 5-2-13 21-4-13 5-8-6 5-8-6 5-8-6 32-4-0 7-10-3 16-2-0 7-10-3 24-0-3 8-3-13 32-4-0 8-3-13 8-3-1310-11-30-4-59-9-7Scale = 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 12-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.25 12-14 >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 1-1-14, Interior (1) 1-1-14 to 16-2-0, Exterior (2) 16-2-0 to 19-4-12, Interior (1) 19-4-12 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 T Webb Const / Arcadia Plan J1395-21 A07 16Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:43 Page: 1 ID:pn51E7j50iKNDiRWi04HzqyUAGH-GP4JPRd4TQerpqcZpRDAjx3VdA0FjEhsgzuAcByW47I 712=2x4 =4x4 =4x4 =3x6 =3x4 =4x6 =4x8 =4x8 8 7 10 6 11 5 4 3 29 1 W1 T1 T2 B1 W2 W3 W4 W5 4-3-0 15-5-0 5-3-0 11-2-0 5-11-0 5-11-0 4-3-0 15-5-0 5-3-0 11-2-0 5-11-0 5-11-09-4-30-4-50-5-8 Scale = 1:64.8 Plate Offsets (X, Y):[1:0-2-0,0-0-12], [2:0-0-8,0-1-12], [4:0-2-0,0-2-0], [5:0-4-0,0-1-11], [6:0-4-12,0-2-0], [7:0-2-12,0-1-8] 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 0.63 Vert(LL)-0.15 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.21 6-7 >864 240 TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(CT)0.04 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 6-7 >999 240 BCDL 7.0 Weight: 96 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E 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 2-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8, 2-8, 4-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)5=4416/0-5-8, (min. 0-4-7), 8=1702/0-5-8, (min. 0-1-14) Max Horiz 8=-242 (LC 6) Max Uplift 5=-938 (LC 10), 8=-389 (LC 6) Max Grav 5=4455 (LC 15), 8=1894 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-315/52, 2-3=-1832/423, 3-4=-2032/411, 4-5=-5374/1116 BOT CHORD 7-8=-281/1684, 7-10=-923/4541, 6-10=-923/4541, 6-11=-923/4541, 5-11=-923/4541 WEBS 2-8=-2310/540, 2-7=-476/1914, 4-7=-3181/722, 4-6=-617/2753 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); 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)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 389 lb uplift at joint 8 and 938 lb uplift at joint 5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1158 lb down and 249 lb up at 23-10-12, 1160 lb down and 249 lb up at 25-10-12, and 1160 lb down and 249 lb up at 27-10-12, and 1166 lb down and 251 lb up at 30-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + 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=-1166 (B), 6=-1160 (B), 10=-1158 (B), 11=-1160 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A08 11Roof Special Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:43 Page: 1 ID:BOcon_qUTxxhZEGO?GY_4bylJwh-GP4JPRd4TQerpqcZpRDAjx3V6AwejFGsgzuAcByW47I 712 =3x4 =2x4 =3x4 =3x4 =3x4 =3x4 =4x4 =3x8 =3x4 =3x4 =2x4 1 11 10 15 9 16 17 8 12 2 3 7 4 6 13 14 5 T2 T1 T3 W7 B1 B2 W1 W2 W3 W4 W5 W6 5-2-13 10-11-3 5-2-13 16-2-0 5-2-13 21-4-13 5-8-6 5-8-6 2-10-11 24-3-8 0-2-12 17-1-12 7-1-12 24-3-8 8-1-5 16-11-0 8-9-11 8-9-11 0-4-5 5-0-99-9-7Scale = 1:72.3 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 0.44 Vert(LL)-0.13 1-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.24 1-11 >867 240 TCDL 7.0 Rep Stress Incr YES WB 0.58 Horz(CT)0.02 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.17 1-11 >999 240 BCDL 7.0 Weight: 136 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 5-7-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=698/ Mechanical, (min. 0-1-8), 9=1662/0-5-8, (min. 0-1-12) Max Horiz 1=204 (LC 13) Max Uplift 1=-171 (LC 14), 9=-235 (LC 14) Max Grav 1=779 (LC 18), 9=1662 (LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1127/341, 2-12=-1021/356, 2-3=-812/326, 3-4=-608/346, 4-13=-75/251, 5-13=-63/334, 5-14=-76/530, 6-14=-88/331 BOT CHORD 1-11=-386/902, 10-11=-184/456, 10-15=-184/456, 9-15=-184/456 WEBS 2-11=-439/139, 4-11=-357/477, 4-9=-763/356, 5-9=-746/156, 6-9=-552/183 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) 0-0-12 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 24-1-12 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, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 1 and 235 lb uplift at joint 9. 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 J1395-21 A09 17Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:43 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-GP4JPRd4TQerpqcZpRDAjx3Y5A13jJOsgzuAcByW47I 712 =4x4 =2x4 =3x4 =3x4 =3x4 =3x4 =5x6 =5x6 =3x8 =5x6 =2x4 1 11 10 9 8 7 12 13 2 6 3 171416 15 54 T2 T1 T3 T4 W6 B1 B2 W1 W2 W3 W4 W3 W5 2-9-0 17-6-8 7-1-15 14-9-8 7-7-9 7-7-9 6-9-0 24-3-8 0-9-4 17-8-4 2-3-4 16-11-0 6-7-4 24-3-8 7-0-3 14-7-12 7-7-9 7-7-98-11-130-4-5 5-0-90-1-12 8-10-28-10-20-1-128-11-13Scale = 1:71.3 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [4:0-3-0,0-2-0], [6:Edge,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)-0.12 1-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.18 1-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(CT)0.03 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.11 1-11 >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* T4,T1:2x4 DF 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W6:2x4 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 (10-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 4-8, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=748/ Mechanical, (min. 0-1-8), 8=1613/0-5-8, (min. 0-2-9) Max Horiz 1=191 (LC 13) Max Uplift 1=-178 (LC 14), 8=-256 (LC 11) Max Grav 1=1189 (LC 30), 8=2387 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1663/374, 12-13=-1618/384, 2-13=-1441/405, 2-3=-408/108, 3-14=-274/134, 4-5=-34/354, 5-16=-99/671, 16-17=-99/404, 6-17=-111/351 BOT CHORD 1-11=-426/1239, 10-11=-426/1239, 9-10=-426/1239 WEBS 2-11=-219/289, 2-9=-1395/421, 4-9=-328/788, 4-8=-1269/404, 5-8=-782/139, 6-8=-525/190 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) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 14-9-8, Exterior (2) 14-9-8 to 21-9-7, Interior (1) 21-9-7 to 24-1-12 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)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. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 1 and 256 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A10 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:44 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-kbeicndjEkmiR_BlN8kPG8cbEaM6SmK?vddk8eyW47H 712 =3x4 =2x4 =3x4 =3x4 =3x4 =5x6 =3x4 =6x8 =3x4 =4x4 =2x4 1 11 10 9 19 8 7 6 12 2 51318 17 41415163 T1 T2 T3 W7 B1 B2 W1 W2 W3 W4 W5 W3 W6 6-9-0 19-6-8 6-1-15 12-9-8 6-7-9 6-7-9 4-9-0 24-3-8 0-2-12 17-1-12 2-6-8 19-8-4 4-3-4 16-11-0 4-7-4 24-3-8 6-0-3 12-7-12 6-7-9 6-7-97-9-130-4-5 5-0-90-1-12 7-8-27-8-20-1-127-9-13Scale = 1:66.7 Plate Offsets (X, Y):[1:0-0-9,Edge], [2:0-1-12,0-1-8], [3:0-3-0,0-2-0], [4:0-5-0,Edge], [5:0-1-4,0-1-12] 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 0.88 Vert(LL)-0.08 1-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.13 1-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.02 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 1-11 >999 240 BCDL 7.0 Weight: 140 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-9, 3-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=697/ Mechanical, (min. 0-1-8), 8=1664/0-5-8, (min. 0-2-3) Max Horiz 1=173 (LC 13) Max Uplift 1=-171 (LC 14), 8=-325 (LC 11) Max Grav 1=1110 (LC 30), 8=2035 (LC 30) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1560/368, 2-12=-1332/385, 2-13=-518/137, 3-13=-326/174, 3-14=-115/489, 14-15=-115/489, 15-16=-115/489, 4-16=-115/489, 4-17=-59/413 BOT CHORD 1-11=-418/1162, 10-11=-418/1162, 9-10=-418/1162, 9-19=-115/273, 8-19=-115/273 WEBS 2-9=-1187/355, 3-9=-320/698, 3-8=-1271/457, 4-8=-901/319, 4-7=-196/273, 5-7=-341/132 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) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 12-9-8, Exterior (2) 12-9-8 to 17-0-7, Interior (1) 17-0-7 to 19-6-8, Exterior (2) 19-6-8 to 23-9-7, Interior (1) 23-9-7 to 24-1-12 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 1 and 325 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A11 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:44 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-kbeicndjEkmiR_BlN8kPG8cc0aMySgO?vddk8eyW47H 712 =3x4 =2x4 =3x4 =3x4 =3x8 =4x4 =3x4 =3x4 =5x6 =3x4 =3x4 =2x4 1 12 11 10 21 22 9 8 7 13 14 2 15 6 418 191716 20 53 T1 T2 T3 W8 B1 B2 W1 W2 W3 W4 W5 W6 W3 W7 5-4-8 16-2-0 5-4-8 21-6-8 5-1-15 10-9-8 5-7-9 5-7-9 2-9-0 24-3-8 0-2-12 17-1-12 2-7-4 24-3-8 4-6-8 21-8-4 5-0-3 10-7-12 5-7-9 5-7-9 6-3-4 16-11-06-7-130-4-5 5-0-90-1-12 6-6-26-6-20-1-126-7-13Scale = 1:63.3 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [3:0-2-0,0-1-12], [5:0-3-0,0-2-0], [6:0-1-12,0-1-8] 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 0.69 Vert(LL)-0.06 1-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.08 1-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.02 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 1-12 >999 240 BCDL 7.0 Weight: 139 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 4-4-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=699/ Mechanical, (min. 0-1-8), 9=1661/0-5-8, (min. 0-2-2) Max Horiz 1=154 (LC 13) Max Uplift 1=-171 (LC 14), 9=-381 (LC 11) Max Grav 1=1087 (LC 30), 9=1978 (LC 29) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1597/402, 13-14=-1368/406, 2-14=-1216/417, 2-15=-689/220, 3-15=-496/240, 3-16=-432/228, 16-17=-432/227, 17-18=-433/227, 4-18=-434/227, 4-19=-157/448, 19-20=-157/449, 5-20=-156/450 BOT CHORD 1-12=-452/1219, 11-12=-452/1219, 10-11=-452/1219, 10-21=-295/173, 21-22=-295/173, 9-22=-295/173 WEBS 2-10=-981/291, 4-10=-405/1046, 4-9=-1422/426, 5-9=-648/258 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) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 10-9-8, Exterior (2) 10-9-8 to 15-0-7, Interior (1) 15-0-7 to 21-6-8, Exterior (2) 21-6-8 to 24-1-12 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 lb uplift at joint 1 and 381 lb uplift at joint 9. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A12 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:44 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-kbeicndjEkmiR_BlN8kPG8cf1aNySlF?vddk8eyW47H 712 =3x4 =2x4 =3x8 =4x6 =3x4 =3x4 =3x4 =6x8 =3x4 =2x4 1 10 9 8 7 11 12 2 64161514131735 T1 T2 T3 W7 B1 B2 W1 W2 W3 W4 W5 W6 4-1-15 8-9-8 4-7-9 4-7-9 0-9-0 24-3-8 7-4-8 23-6-8 7-4-8 16-2-0 0-2-12 17-1-12 7-1-12 24-3-8 8-3-4 16-11-0 8-7-12 8-7-125-5-130-4-5 5-0-90-1-12 5-4-25-4-20-1-125-5-13Scale = 1:55.5 Plate Offsets (X, Y):[3:0-3-0,0-1-12], [5:0-5-0,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 0.94 Vert(LL)-0.12 1-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.21 1-10 >980 240 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.15 1-10 >999 240 BCDL 7.0 Weight: 123 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 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=699/ Mechanical, (min. 0-1-8), 8=1661/0-5-8, (min. 0-2-9) Max Horiz 1=137 (LC 13) Max Uplift 1=-172 (LC 14), 8=-433 (LC 11) Max Grav 1=1061 (LC 30), 8=2405 (LC 29) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1560/372, 11-12=-1458/372, 2-12=-1289/385, 2-3=-932/347, 3-13=-651/317, 13-14=-651/317, 14-15=-651/317, 15-16=-651/317, 4-16=-652/317, 4-17=-215/599, 5-17=-214/615, 6-7=-99/422 BOT CHORD 1-10=-441/1249 WEBS 2-10=-711/136, 3-10=-292/98, 4-10=-473/938, 4-8=-1789/431, 5-8=-847/252, 5-7=-387/78 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) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 8-9-8, Exterior (2) 8-9-8 to 13-0-7, Interior (1) 13-0-7 to 23-6-8, Exterior (2) 23-6-8 to 24-1-12 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)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. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 lb uplift at joint 1 and 433 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A13 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:45 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-DoC4q6eL?1uZ37myxsFeoM8mm_jhB9798HNHg4yW47G 712 =4x6 =2x4 =6x8 =6x8 =7x8 =4x4 =4x6 =4x6 =5x8 =3x4 =3x4 =3x4 =2x4 11 10 9 8 1 17 18 13 19 20 12 2 4 16 5 6 715143 T1 T2 T3 W7 B1 B2 W1 W2 W3 W7 W8 W8W5W6W4 3-6-0 20-7-12 3-0-4 6-9-8 3-9-4 3-9-4 5-2-2 17-1-12 5-2-2 11-11-10 3-7-12 24-3-8 0-2-12 17-4-8 3-9-4 3-9-4 4-1-3 17-1-12 4-6-0 8-3-4 4-9-5 13-0-9 6-11-0 24-3-84-3-130-4-5 4-2-20-4-5 0-1-12 4-2-24-2-20-1-124-3-13Scale = 1:53.9 Plate Offsets (X, Y):[1:0-0-8,0-0-1], [3:0-5-0,Edge], [4:0-1-8,0-2-0], [5:0-3-8,0-3-0], [9:0-1-8,0-1-8], [10:0-2-4,0-1-12], [12:0-4-0,0-4-12], [13:0-3-8,0-3-12] 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 0.78 Vert(LL)-0.16 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.21 12-13 >988 240 TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(CT)0.04 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 12-13 >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 2x6 DF 1800F 1.6E *Except* B2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std *Except* W6,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (2-8-10 max.): 3-7. 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)1=2889/ Mechanical, (min. 0-1-8), 9=3004/0-5-8, (min. 0-4-3) Max Horiz 1=105 (LC 9) Max Uplift 1=-626 (LC 10), 9=-724 (LC 7) Max Grav 1=3153 (LC 23), 9=3947 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5211/1051, 2-3=-5153/1090, 3-14=-3782/874, 14-15=-3782/874, 4-15=-3783/874, 4-16=-1662/464, 5-16=-1662/464, 5-6=-184/933 BOT CHORD 1-17=-892/4388, 17-18=-892/4388, 13-18=-892/4388, 13-19=-707/3410, 19-20=-707/3410, 12-20=-707/3410, 11-12=-519/2262, 10-11=-520/2260, 9-10=-933/139 WEBS 2-13=-440/95, 3-13=-300/1587, 3-12=-291/1201, 5-9=-3035/544, 6-9=-1061/174, 6-8=-73/353, 4-10=-2524/456, 5-10=-647/3468, 4-12=-480/2295 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); 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)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. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 626 lb uplift at joint 1 and 724 lb uplift at joint 9. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 349 lb down and 71 lb up at 0-10-12, 348 lb down and 70 lb up at 2-10-12, 348 lb down and 70 lb up at 4-10-12, and 348 lb down and 70 lb up at 6-10-12, and 2140 lb down and 452 lb up at 8-3-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-7=-84, 1-8=-14 Concentrated Loads (lb) Vert: 12=-2140 (B), 17=-349 (B), 18=-348 (B), 19=-348 (B), 20=-348 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 A14 11Half Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:45 Page: 1 ID:3hOjh3ZBZDwOsu_f9I5wZ6yUAYZ-DoC4q6eL?1uZ37myxsFeoM8oM_fnB8298HNHg4yW47G 712 =4x4 =3x4 =3x4 =3x6 =3x4 =3x4 =3x8 =3x8 =4x6 =4x4 =3x8 =3x8 =3x8 =3x4 =3x4 =3x6 =3x4 =3x4 =4x4 231 2 39 3837 36 35 34 33 32 31 30 29 28 27 2625 24 224642 213204 43 474044 195618 1774145 16848499151410 1311 12 T2 T1 T2 T1 B1 B2 W5 W4 W3 W2 W1 W4W3 W2W1 ST8 ST9 ST6 ST7 ST5ST3 ST4ST2 ST1 ST8 ST9 ST6 ST7 ST5 ST3 ST4 ST2 ST1 2-0-0 32-4-0 2-0-0 -2-0-0 4-9-11 24-9-5 4-9-11 10-4-5 4-9-11 19-11-11 4-9-11 15-2-0 5-6-11 5-6-11 5-6-11 30-4-0 0-2-9 10-4-5 0-6-9 20-6-4 4-3-1 24-9-5 4-7-1 10-1-12 4-9-11 15-2-0 4-9-11 19-11-11 5-6-11 5-6-11 5-6-11 30-4-010-4-30-4-59-2-7Scale = 1:72.2 Plate Offsets (X, Y):[6:0-1-12,0-1-8], [9:0-1-12,0-1-8], [15:0-1-12,0-1-8], [18:0-1-12,0-1-8], [28:0-1-12,0-1-8], [35:0-1-12,0-1-8] 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)-0.02 33-34 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.02 33-34 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.25 Horz(CT)0.00 22 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.00 33 >999 240 BCDL 7.0 Weight: 256 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 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 12-31 JOINTS 1 Brace at Jt(s): 40, 44 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 10-3-8. except 28=9-11-8, 26=9-11-8, 27=9-11-8, 25=9-11-8, 24=9-11-8, 22=9-11-8 (lb) -Max Horiz 2=-157 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 25, 26, 27, 28, 35, 36, 37, 38 except 2=-105 (LC 10), 22=-105 (LC 10), 24=-121 (LC 14), 39=-121 (LC 14) Max Grav All reactions 250 (lb) or less at joint (s) 24, 25, 26, 27, 36, 37, 38, 39 except 2=498 (LC 14), 22=498 (LC 14), 28=780 (LC 16), 35=780 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-253/52, 10-11=-274/72, 13-14=-274/72, 14-15=-253/52 WEBS 15-28=-395/11, 9-35=-395/11 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=30ft; 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 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) 28, 26, 35, 37, 36, 38, 27, 25 except (jt=lb) 2=105, 39=120, 24=120, 22=105. 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) . 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: 1-12=-84, 12-23=-84, 2-22=-14 Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 B1G 11Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:46 Page: 1 ID:qlujU3_O_9ur9RES9nx83GyUADM-h_mS1SfzmL0QgHL8VZmtLZh1WO6HwmIIMx6rDWyW47F 712 =4x4 =2x4 =3x4 =3x6 =3x4 =4x4 =3x8 =3x4 =3x6 =3x4 =2x4 =4x4 91 2 14 13 12 11 10 82015 3 7 16 1946 17 18 5 T2 T1 T2 T1 B1 B1B2 W3 W2 W1W2W1 2-0-0 32-4-0 2-0-0 -2-0-0 7-4-3 15-2-0 7-4-3 22-6-3 7-9-13 7-9-13 7-9-13 30-4-0 7-4-3 15-2-0 7-4-3 22-6-3 7-9-13 7-9-13 7-9-13 30-4-010-4-30-4-59-2-7Scale = 1:63.5 Plate Offsets (X, Y):[3:0-1-12,0-1-8], [5:0-2-0,0-2-8], [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 0.94 Vert(LL)-0.12 12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.19 2-14 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.08 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.13 8-10 >999 240 BCDL 7.0 Weight: 141 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. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 1 Row at midpt 7-12, 3-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1658/0-3-8, (min. 0-1-12), 8=1658/0-3-8, (min. 0-1-12) Max Horiz 2=-157 (LC 12) Max Uplift 2=-378 (LC 14), 8=-378 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2367/852, 3-15=-2216/882, 3-16=-1619/628, 4-16=-1524/635, 4-17=-1444/642, 5-17=-1434/656, 5-18=-1434/656, 6-18=-1444/642, 6-19=-1524/635, 7-19=-1619/628, 7-20=-2216/882, 8-20=-2367/852 BOT CHORD 2-14=-655/1901, 13-14=-655/1901, 12-13=-655/1901, 11-12=-672/1901, 10-11=-672/1901, 8-10=-672/1901 WEBS 5-12=-534/912, 7-12=-903/370, 7-10=-184/281, 3-12=-903/370, 3-14=-185/281 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 15-2-0, Exterior (2) 15-2-0 to 18-2-0, Interior (1) 18-2-0 to 32-4-14 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 378 lb uplift at joint 2 and 378 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 J1395-21 B2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:46 Page: 1 ID:EoW?_TcyHe_FxgMVrntsIkyUADr-h_mS1SfzmL0QgHL8VZmtLZhxYO20weYIMx6rDWyW47F 712 =MT20HS 5x10 =2x4 =7x8 =5x8 =6x8 =4x4 =MT20HS 5x10=4x6 =8x10 =3x4 =6x8 =3x4 =3x4 =3x8 =4x12 1 16 17 1518 19 142013 21 22 12 23 24 11 25 26 10 2 9 3 84 5 7 6 T2 T1 T2 T1 B1 B2 W6 W5 W4 W7 W8 W5W4 W3W2 W1 HW1 HW2 3-0-3 6-10-4 3-6-1 10-4-5 3-10-1 3-10-1 4-9-11 24-9-5 4-9-11 15-2-0 4-9-11 19-11-11 5-6-11 30-4-0 3-6-1 10-4-5 4-9-11 15-2-0 4-9-11 24-9-5 4-9-11 19-11-11 5-6-11 30-4-0 6-10-4 6-10-4 0-4-59-2-7Scale = 1:66.1 Plate Offsets (X, Y):[1:0-3-13,0-2-8], [3:0-1-0,0-3-4], [5:0-0-12,0-2-0], [7:0-1-0,0-1-8], [9:0-1-12,0-1-8], [10:0-2-10,0-2-4], [11:0-4-12,0-1-8], [12:0-3-8,0-3-12], [13:0-5-0,0-4-12], [15:0-3-12,0-4-4], [16:0-3-4,0-4-12] 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 0.78 Vert(LL)-0.38 13-15 >947 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT)-0.49 13-15 >741 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 13-15 >999 240 BCDL 7.0 Weight: 376 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T1:2x4 DF 2400F 2.0E BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6,W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud/Std Right: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS (lb/size)1=7886/0-3-8, (req. 0-4-3), 10=7946/0-3-8, (req. 0-4-4) Max Horiz 1=138 (LC 9) Max Uplift 1=-1487 (LC 10), 10=-1587 (LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14951/2795, 2-3=-14769/2796, 3-4=-14659/2797, 4-5=-12334/2331, 5-6=-9081/1775, 6-7=-9083/1775, 7-8=-11201/2226, 8-9=-11306/2207, 9-10=-13715/2711 BOT CHORD 1-16=-2369/12757, 16-17=-2344/12726, 15-17=-2344/12726, 15-18=-1897/10612, 18-19=-1897/10612, 14-19=-1897/10612, 14-20=-1897/10612, 13-20=-1897/10612, 13-21=-1809/9675, 21-22=-1809/9675, 12-22=-1809/9675, 12-23=-2291/11739, 23-24=-2291/11739, 11-24=-2291/11739, 11-25=-2291/11739, 25-26=-2291/11739, 10-26=-2291/11739 WEBS 6-13=-1709/8631, 7-13=-3178/722, 7-12=-725/3120, 9-12=-2479/579, 9-11=-498/2209, 5-13=-4680/863, 5-15=-893/4868, 4-15=-3188/674, 4-16=-693/3334 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 9-11 2x4 - 1 row at 0-7-0 oc, member 4-16 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=30ft; 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 MT20 plates 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)WARNING: Required bearing size at joint(s) 1, 10 greater than input bearing size. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1487 lb uplift at joint 1 and 1587 lb uplift at joint 10. 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) 3139 lb down and 619 lb up at 6-10-4, 1047 lb down and 164 lb up at 8-10-4, 1073 lb down and 164 lb up at 10-10-4, 1096 lb down and 164 lb up at 12-10-4, 1175 lb down and 171 lb up at 14-10-4, 765 lb down and 164 lb up at 16-10-4, 765 lb down and 164 lb up at 18-10-4, 765 lb down and 164 lb up at 20-10-4, 765 lb down and 164 lb up at 22-10-4, 765 lb down and 164 lb up at 24-10-4, and 765 lb down and 164 lb up at 26-10-4, and 765 lb down and 164 lb up at 28-10-4 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: 1-6=-84, 6-10=-84, 1-10=-14 Concentrated Loads (lb) Vert: 11=-765 (B), 16=-3139 (B), 17=-1047 (B), 18=-1073 (B), 19=-1096 (B), 20=-1175 (B), 21=-765 (B), 22=-765 (B), 23=-765 (B), 24=-765 (B), 25=-765 (B), 26=-765 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 B3 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:47 Page: 1 ID:fSJrtlTUZSxAyaH8VBfWgiyUACk-9AKqFogbXf8HIRwK2GH6unE8joHwf5uRbbsOlzyW47E 712 =2x4 =2x4 =2x4 1 2 4 5 6 7 3 T1 W1 B1 2-0-0 -2-0-0 6-9-8 6-9-8 6-9-85-5-90-4-5 4-3-13Scale = 1:40.3 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 0.74 Vert(LL)-0.09 2-4 >833 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.16 2-4 >490 240 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)0.13 2-4 >585 240 BCDL 7.0 Weight: 28 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)2=537/0-3-8, (min. 0-1-8), 4=287/ Mechanical, (min. 0-1-8) Max Horiz 2=121 (LC 13) Max Uplift 2=-134 (LC 14), 4=-77 (LC 11) Max Grav 2=563 (LC 19), 4=362 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-316/129 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 6-7-12 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 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 77 lb uplift at joint 4 and 134 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 J1395-21 B4 14Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:47 Page: 1 ID:tqNe6ZXKzI8cneNO4L2ptUyW4ez-9AKqFogbXf8HIRwK2GH6unE9MoQIfGSRbbsOlzyW47E 712 =3x6 =3x8 =4x4 =4x4 =2x4 1 7 5 8 4 2 6 3 T1 W3 B1 W1 W2 3-5-13 3-5-13 3-3-11 6-9-8 3-3-11 6-9-8 3-5-13 3-5-134-3-130-4-5 4-3-13Scale = 1:44.4 Plate Offsets (X, Y):[2:0-1-0,0-1-12], [4:0-1-12,0-2-0], [5:0-4-12,0-1-8] 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 0.22 Vert(LL)-0.04 1-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.06 1-5 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.73 Horz(CT)0.01 4 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.02 1-5 >999 240 BCDL 7.0 Weight: 37 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 4-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1959/0-3-8, (min. 0-2-2), 4=2107/ Mechanical, (min. 0-1-8) Max Horiz 1=105 (LC 22) Max Uplift 1=-414 (LC 10), 4=-460 (LC 7) Max Grav 1=1971 (LC 14), 4=2154 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2557/530 BOT CHORD 1-7=-476/2157, 5-7=-476/2157, 5-8=-476/2157, 4-8=-476/2157 WEBS 2-5=-509/2309, 2-4=-2549/569 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); 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)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 414 lb uplift at joint 1 and 460 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1143 lb down and 244 lb up at 1-6-12, and 1143 lb down and 244 lb up at 3-6-12, and 1143 lb down and 244 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 1-4=-14 Concentrated Loads (lb) Vert: 5=-1143 (B), 7=-1143 (B), 8=-1143 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 B5 11Jack-Closed Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:48 Page: 1 ID:SWDx3Li6gbvdSoR4uHJ5SRyW4el-9AKqFogbXf8HIRwK2GH6unEHWoKrf5?RbbsOlzyW47E 712 =4x4 =2x4 =7x8 =4x4 =5x6 =3x8 =3x8 =4x4 =7x8 =2x4 =4x4 1 9 2 13 12 11 16 10 8 3 7 5 1514 64 T1 T2 T1 B1 B2 W1 W2 W3 W4 W3 W2 W5 2-0-0 26-0-0 2-0-0 -2-0-0 4-0-0 16-0-0 4-0-0 12-0-0 3-5-12 19-5-12 3-7-8 8-0-0 4-4-8 4-4-8 4-6-4 24-0-0 4-1-12 16-1-12 4-1-12 12-0-0 7-10-4 24-0-0 7-10-4 7-10-46-2-10-4-5 0-1-12 4-10-94-10-90-1-125-0-5Scale = 1:54.7 Plate Offsets (X, Y):[4:0-2-0,0-1-12], [6:0-2-0,0-1-12], [10:0-4-0,0-4-12], [11:0-4-12,0-1-8], [13:0-4-0,0-4-12] 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 0.32 Vert(LL)-0.13 11-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.17 11-13 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.06 11-13 >999 240 BCDL 7.0 Weight: 274 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 5-9-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=3163/0-3-8, (min. 0-1-15), 8=3161/0-3-8, (min. 0-1-15) Max Horiz 2=-91 (LC 8) Max Uplift 2=-693 (LC 10), 8=-693 (LC 10) Max Grav 2=3616 (LC 27), 8=3614 (LC 27) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5808/1123, 3-4=-5317/1118, 4-14=-4502/974, 5-14=-4507/973, 5-15=-4503/972, 6-15=-4498/973, 6-7=-5306/1118, 7-8=-5792/1121 BOT CHORD 2-13=-883/4842, 12-13=-968/5343, 11-12=-968/5343, 11-16=-968/5343, 10-16=-968/5343, 8-10=-881/4824 WEBS 3-13=-413/99, 4-13=-506/2307, 5-13=-1243/207, 5-11=-221/1072, 5-10=-1249/208, 6-10=-507/2303, 7-10=-407/98 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, Except member 4-13 2x4 - 1 row at 0-7-0 oc, Except member 6-10 2x4 - 1 row at 0-7-0 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 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. 7)Provide adequate drainage to prevent water ponding. 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 693 lb uplift at joint 2 and 693 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. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1164 lb down and 255 lb up at 8-0-0, 433 lb down and 85 lb up at 10-0-12, 433 lb down and 85 lb up at 12-0-0, and 433 lb down and 85 lb up at 13-11-4, and 1164 lb down and 255 lb up at 15-11-4 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, 4-6=-84, 6-9=-84, 2-8=-14 Concentrated Loads (lb) Vert: 12=-433 (B), 13=-1164 (B), 11=-433 (B), 10=-1164 (B), 16=-433 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 C1 21Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:48 Page: 1 ID:1Rf30jLu1Lhy3RKQq0IIeyylJuk-dNuCS8gDIyG7wbVXc_pLQ_mQjBlPOclbqFbxHPyW47D 712 =4x4 =2x4 =3x8 =4x4 =3x4 =4x6 =3x4 =2x4 =4x4 81 2 11 10 9 7 2112 2013 631914 1815 541617 T1 T2 T1 B1 B1 W1 W2 W3 W2 W1 2-0-0 -2-0-0 2-0-0 26-0-0 4-0-0 14-0-0 4-9-3 18-9-3 4-9-3 10-0-0 5-2-13 24-0-0 5-2-13 5-2-13 4-3-8 14-1-12 9-10-4 24-0-0 9-10-4 9-10-47-4-10-4-5 0-1-12 6-0-96-0-90-1-126-2-5Scale = 1:53.7 Plate Offsets (X, Y):[4:0-2-0,0-1-12], [5:0-3-0,0-1-0] 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 0.56 Vert(LL)-0.23 7-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.41 7-9 >700 240 TCDL 7.0 Rep Stress Incr YES WB 0.39 Horz(CT)0.07 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.29 7-9 >987 240 BCDL 7.0 Weight: 115 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 3-10-4 oc purlins, except 2-0-0 oc purlins (5-4-7 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1348/0-3-8, (min. 0-2-3), 7=1348/0-3-8, (min. 0-2-3) Max Horiz 2=-109 (LC 12) Max Uplift 2=-310 (LC 14), 7=-310 (LC 14) Max Grav 2=2028 (LC 31), 7=2028 (LC 31) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2628/707, 12-13=-2447/709, 3-13=-2284/725, 3-14=-1931/664, 14-15=-1728/673, 4-15=-1728/682, 4-16=-1489/612, 16-17=-1489/612, 5-17=-1489/612, 5-18=-1727/682, 18-19=-1727/673, 6-19=-1930/664, 6-20=-2284/725, 20-21=-2446/709, 7-21=-2628/707 BOT CHORD 2-11=-545/2083, 10-11=-440/1488, 9-10=-440/1488, 7-9=-563/2083 WEBS 3-11=-690/139, 4-11=-254/468, 5-9=-261/468, 6-9=-691/139 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 10-0-0, Exterior (2) 10-0-0 to 18-2-15, Interior (1) 18-2-15 to 26-0-14 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)Provide adequate drainage to prevent water ponding. 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 310 lb uplift at joint 2 and 310 lb uplift at joint 7. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 C2 11Hip Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:48 Page: 1 ID:VmuWhIBY74q1_P8Rp0CpRfyUAAW-dNuCS8gDIyG7wbVXc_pLQ_mN2BjgOdZbqFbxHPyW47D 712 =3x4 =2x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =2x4 =3x8 =3x4 91 2 12 1119 20 10 8 13 18 3 7 14 1764 15 16 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 HW2 2-0-0 -2-0-0 2-0-0 26-0-0 5-9-3 17-9-3 5-9-3 12-0-0 6-2-13 6-2-13 6-2-13 24-0-0 7-8-5 15-10-2 8-1-14 24-0-0 8-1-14 8-1-148-6-10-4-57-4-5Scale = 1:56.2 Plate Offsets (X, Y):[2:Edge,0-0-4], [5:0-3-0,0-1-12], [8:Edge,0-0-4], [8:0-0-4,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)-0.16 10-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.20 10-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.44 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: 109 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 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1348/0-3-8, (min. 0-1-8), 8=1348/0-3-8, (min. 0-1-8) Max Horiz 2=-128 (LC 12) Max Uplift 2=-310 (LC 14), 8=-310 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1812/691, 3-13=-1689/714, 3-14=-1566/721, 4-14=-1498/723, 4-15=-1446/731, 5-15=-1430/743, 5-16=-1430/743, 6-16=-1446/731, 6-17=-1498/723, 7-17=-1566/721, 7-18=-1689/714, 8-18=-1812/691 BOT CHORD 2-12=-522/1447, 11-12=-294/962, 11-19=-294/962, 19-20=-294/962, 10-20=-294/962, 8-10=-541/1447 WEBS 5-10=-379/667, 7-10=-539/136, 5-12=-379/667, 3-12=-539/136 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 12-0-0, Exterior (2) 12-0-0 to 15-0-0, Interior (1) 15-0-0 to 26-0-14 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 310 lb uplift at joint 2 and 310 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 J1395-21 C3 14Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:49 Page: 1 ID:VmuWhIBY74q1_P8Rp0CpRfyUAAW-5ZRbfUhr3GP_Xl4jAhKazCJYob4w749k3vLVpryW47C 712 =3x4 =2x4 =3x4 =3x4 =4x4 =3x4 =3x4 =2x4 =3x4 7 1 10 916 17 8 6 15 11 2 5 12 4 13 14 3 T1 T2 T3 B1 B2 W2 W1 W2 W1 2-0-0 26-0-0 5-9-3 12-0-0 5-9-3 17-9-3 6-2-13 6-2-13 6-2-13 24-0-0 7-8-5 15-10-2 8-1-14 24-0-0 8-1-14 8-1-148-6-10-4-5 0-4-57-4-5Scale = 1:56.2 Plate Offsets (X, Y):[1:Edge,0-0-4], [3:0-2-0,0-1-12], [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 0.56 Vert(LL)-0.16 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.21 1-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.05 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 1-10 >999 240 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 BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1157/ Mechanical, (min. 0-1-8), 6=1361/0-3-8, (min. 0-1-8) Max Horiz 1=-124 (LC 12) Max Uplift 1=-251 (LC 14), 6=-315 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-1850/731, 2-11=-1737/748, 2-12=-1629/755, 12-13=-1519/757, 3-13=-1489/777, 3-14=-1453/759, 4-14=-1480/746, 4-5=-1590/737, 5-15=-1713/730, 6-15=-1837/708 BOT CHORD 1-10=-567/1520, 9-10=-308/984, 9-16=-308/984, 16-17=-308/984, 8-17=-308/984, 6-8=-555/1466 WEBS 3-8=-377/639, 5-8=-511/137, 3-10=-395/728, 2-10=-585/146 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 12-0-0, Exterior (2) 12-0-0 to 15-2-12, Interior (1) 15-2-12 to 26-0-14 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 1 and 315 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 C4 13Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:49 Page: 1 ID:Upe9WdkXo_O23mVpuWOadPylJvW-5ZRbfUhr3GP_Xl4jAhKazCJYob4O73sk3vLVpryW47C 712 =3x4 =3x4 =3x4 =4x4 =3x4 =3x4 171 2 29 28 27 2625 24 23 22 21 20 19 18 16 153 144135 126 30 31 117 108 9 T2 T1 T2 T1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 2-0-0 -2-0-0 2-0-0 26-7-0 12-3-8 12-3-8 12-3-8 24-7-0 24-7-08-8-10-4-57-6-5Scale = 1:55.5 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 0.18 Horz(CT)0.00 16 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 24-7-0. (lb) -Max Horiz 2=-131 (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=-174 (LC 18), 29=-174 (LC 18) Max Grav All reactions 250 (lb) or less at joint (s) 18, 19, 20, 23, 27, 28, 29 except 2=530 (LC 18), 16=530 (LC 18), 21=274 (LC 20), 22=304 (LC 20), 24=304 (LC 19), 26=274 (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 12-3-8, Corner (3) 12-3-8 to 15-3-8, Exterior (2) 15-3-8 to 26-7-14 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=173, 18=173. 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 J1395-21 D1G 11Common Supported Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:49 Page: 1 ID:9L8UmDYlH_Tvzss?0bDc6myUAA3-5ZRbfUhr3GP_Xl4jAhKazCJZxb7K786k3vLVpryW47C 712 =3x4 =2x4 =3x4 =3x4 =3x4 =4x6 =3x4 =3x4 =2x4 =3x4 91 2 12 11 19 10 81813 3 7 14 1746 15 16 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 2-0-0 -2-0-0 2-0-0 26-7-0 5-10-15 18-2-7 5-10-15 12-3-8 6-4-9 6-4-9 6-4-9 24-7-0 7-10-10 16-2-13 8-4-3 8-4-3 8-4-3 24-7-08-8-10-4-57-6-5Scale = 1:56.9 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 0.46 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 4-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-4 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=1376/0-5-8, (min. 0-1-8), 8=1376/0-5-8, (min. 0-1-8) Max Horiz 2=-131 (LC 12) Max Uplift 2=-317 (LC 14), 8=-317 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1830/691, 3-13=-1704/715, 3-14=-1580/722, 4-14=-1506/724, 4-15=-1453/732, 5-15=-1441/745, 5-16=-1441/745, 6-16=-1453/732, 6-17=-1506/724, 7-17=-1580/722, 7-18=-1704/715, 8-18=-1830/691 BOT CHORD 2-12=-519/1458, 11-12=-293/972, 11-19=-293/972, 10-19=-293/972, 8-10=-539/1458 WEBS 5-10=-379/668, 7-10=-538/134, 5-12=-379/668, 3-12=-538/134 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 12-3-8, Exterior (2) 12-3-8 to 15-3-8, Interior (1) 15-3-8 to 26-7-14 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 317 lb uplift at joint 2 and 317 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 J1395-21 D2 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:50 Page: 1 ID:SQXigoQTewDKmK54QV2GifyUAAD-Zl?ztqiTpaXr9vfvkPrpVPsis?Q?sW4uHY42MIyW47B 712 =3x4 =3x4 =4x4 =4x4 =2x4 =5x8 =2x4 =5x8 =6x8 =2x4 =3x4 1 2 13 1211 8 714 10 9 6 19 3 51815 1716 4 T1 T3 T2 B1 B5 B2 B3 B4 W1 W3 W4 W5 W2 0-3-9 24-7-0 2-0-0 -2-0-0 5-2-12 17-6-4 5-10-15 12-3-8 6-4-9 6-4-9 6-9-3 24-3-7 0-2-4 12-7-8 2-1-15 24-3-7 4-9-0 17-4-8 4-9-0 22-1-8 6-0-11 12-5-4 6-4-9 6-4-98-8-10-4-5 0-6-61-0-07-6-5Scale = 1:71.3 Plate Offsets (X, Y):[2:0-2-4,0-1-8], [3:0-1-12,0-1-8], [5:0-2-12,0-1-12], [7:0-2-0,Edge], [10:0-2-12,0-2-8], [13:0-2-0,0-1-12] 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 1.00 Vert(LL)-0.35 6-9 >817 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.50 6-9 >576 240 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.37 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.22 6-9 >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* 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 7-1-13 oc bracing. Except: 10-0-0 oc bracing: 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1373/0-5-8, (min. 0-1-8), 7=1161/0-5-8, (min. 0-1-8) Max Horiz 2=203 (LC 13) Max Uplift 2=-315 (LC 14), 7=-251 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1840/718, 3-14=-1711/742, 3-15=-1432/587, 15-16=-1308/597, 4-16=-1291/609, 4-17=-1297/628, 17-18=-1423/608, 5-18=-1436/606, 5-19=-2058/880, 6-19=-2110/862, 6-7=-737/294 BOT CHORD 2-13=-724/1459, 4-10=-541/927, 9-10=-827/1924, 6-9=-816/1922 WEBS 3-10=-464/224, 5-10=-1063/446, 10-13=-626/1369 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 12-3-8, Exterior (2) 12-3-8 to 15-3-8, Interior (1) 15-3-8 to 24-0-11 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)Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 7 and 315 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 J1395-21 D3 11Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:50 Page: 1 ID:SnArWsSod1wGTO5Qvr3CeayUA8u-Zl?ztqiTpaXr9vfvkPrpVPscZ?KLsTTuHY42MIyW47B 712 =3x4 =3x4 =4x4 =4x4 =2x4 =5x8 =2x4 =5x8 =6x8 =2x4 =4x4 1 12 1110 7 698 5 13 18 2 41714 1615 3 T1 T2 T3 B1 B5 B2 B3 B4 W1 W3 W4 W2 W5 HW2 5-2-12 17-6-4 5-10-15 12-3-8 6-4-9 6-4-9 6-8-4 24-2-8 0-2-4 12-7-8 2-1-0 24-2-8 4-9-0 22-1-8 4-9-0 17-4-8 6-0-11 12-5-4 6-4-9 6-4-9 0-4-5 0-6-151-0-07-6-5Scale = 1:67.4 Plate Offsets (X, Y):[2:0-1-12,0-1-8], [4:0-3-0,Edge], [5:0-4-0,0-2-10], [6:0-1-12,Edge], [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 0.82 Vert(LL)-0.32 5-8 >889 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.46 5-8 >626 240 TCDL 7.0 Rep Stress Incr YES WB 0.66 Horz(CT)0.34 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: 122 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T3:2x6 DF 2400F 2.0E 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 WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-7 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=1174/0-5-8, (min. 0-1-8), 6=1174/ Mechanical, (min. 0-1-8) Max Horiz 1=169 (LC 13) Max Uplift 1=-253 (LC 14), 6=-256 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1901/752, 2-13=-1769/768, 2-14=-1464/605, 14-15=-1341/615, 3-15=-1320/628, 3-16=-1328/639, 16-17=-1427/620, 4-17=-1465/618, 4-18=-2089/891, 5-18=-2137/873, 5-6=-714/284 BOT CHORD 1-12=-743/1525, 3-9=-554/962, 8-9=-846/1949, 5-8=-836/1948 WEBS 2-9=-512/234, 4-9=-1025/454, 9-12=-645/1439 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 12-3-8, Exterior (2) 12-3-8 to 15-3-8, Interior (1) 15-3-8 to 24-1-12 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 253 lb uplift at joint 1 and 256 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 J1395-21 D4 13Roof Special Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:50 Page: 1 ID:Nd?z1Y?CQLgICwGi7zuQPSylK0w-Zl?ztqiTpaXr9vfvkPrpVPsfQ?LEsTruHY42MIyW47B 712 =3x4 =2x4 =3x4 =3x4 =4x4 =3x4 =2x4 =4x6 1 8 715 16 6 5 9 14 2 4 1310 11 12 3 T1 T2 B1 B2 W2 W1 W2 W1 HW2 5-10-15 12-3-8 5-10-15 18-2-7 6-0-1 24-2-8 6-4-9 6-4-9 7-10-10 16-2-13 7-11-11 24-2-8 8-4-3 8-4-3 0-4-5 0-6-157-6-5Scale = 1:53 Plate Offsets (X, Y):[3:0-2-0,0-1-12], [5:0-3-0,0-0-13] 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)-0.16 6-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.21 1-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.05 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.16 1-8 >999 240 BCDL 7.0 Weight: 104 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 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1172/0-5-8, (min. 0-1-8), 5=1172/ Mechanical, (min. 0-1-8) Max Horiz 1=-113 (LC 12) Max Uplift 1=-256 (LC 14), 5=-256 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-1849/722, 2-9=-1744/739, 2-10=-1626/746, 10-11=-1500/756, 3-11=-1482/769, 3-12=-1460/759, 12-13=-1477/746, 4-13=-1603/736, 4-14=-1713/728, 5-14=-1821/711 BOT CHORD 1-8=-577/1506, 7-8=-324/985, 7-15=-324/985, 15-16=-324/985, 6-16=-324/985, 5-6=-563/1470 WEBS 3-6=-371/652, 4-6=-511/127, 3-8=-389/687, 2-8=-543/139 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 12-3-8, Exterior (2) 12-3-8 to 15-3-8, Interior (1) 15-3-8 to 24-1-12 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, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at joint 1 and 256 lb uplift at joint 5. 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 J1395-21 D5 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:51 Page: 1 ID:SnArWsSod1wGTO5Qvr3CeayUA8u-1yZL4Aj6atfin2E5H6M22dOubPmubz61WCqcukyW47A 712 =4x4 =3x4 =3x4 =4x4 =4x4 =3x8 =4x4 =3x4 =4x4 7111 10 9 8 62 3732 533336 34 35 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 ST5 ST6 ST3 ST4 ST2 ST1 ST5 ST6 ST3 ST4 ST2 ST1 2-0-0 20-6-0 2-0-0 -2-0-0 4-5-12 9-3-0 4-5-12 13-8-12 4-9-4 4-9-4 4-9-4 18-6-0 9-3-0 9-3-0 9-3-0 18-6-06-10-131-4-56-9-1Scale = 1:53.5 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.21 8-9 >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 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=1079/0-3-8, (min. 0-1-8), 11=1079/0-3-8, (min. 0-1-8) Max Horiz 11=-132 (LC 12) Max Uplift 8=-252 (LC 14), 11=-252 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-33=-832/432, 33-34=-813/439, 4-34=-729/451, 4-35=-729/451, 35-36=-813/439, 5-36=-832/432, 2-11=-401/197, 6-8=-401/197 BOT CHORD 10-11=-291/771, 9-10=-291/771, 8-9=-274/771 WEBS 4-9=-364/370, 5-9=-266/65, 3-9=-266/65, 3-11=-992/294, 5-8=-992/294 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 9-3-0, Exterior (2) 9-3-0 to 12-3-0, Interior (1) 12-3-0 to 20-6-14 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)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 11 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 J1395-21 E1G 11Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:51 Page: 1 ID:XqowCVHV3Qyr4b8RF3HcGQyUA6X-1yZL4Aj6atfin2E5H6M22dOnoPlDbxi1WCqcukyW47A 712 =4x4 =3x4 =3x4 =4x4 =4x4 =3x8 =4x4 =3x4 =4x4 7111 10 9 8 62 1712 531316 14 15 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 2-0-0 20-6-0 2-0-0 -2-0-0 4-5-12 9-3-0 4-5-12 13-8-12 4-9-4 4-9-4 4-9-4 18-6-0 9-3-0 9-3-0 9-3-0 18-6-06-10-131-4-56-9-1Scale = 1:52.6 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.21 8-9 >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 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=1079/0-3-8, (min. 0-1-8), 11=1079/0-3-8, (min. 0-1-8) Max Horiz 11=-132 (LC 12) Max Uplift 8=-252 (LC 14), 11=-252 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-832/432, 13-14=-813/439, 4-14=-729/451, 4-15=-729/451, 15-16=-813/439, 5-16=-832/432, 2-11=-401/197, 6-8=-401/197 BOT CHORD 10-11=-291/771, 9-10=-291/771, 8-9=-274/771 WEBS 4-9=-364/370, 5-9=-266/65, 3-9=-266/65, 3-11=-992/294, 5-8=-992/294 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 9-3-0, Exterior (2) 9-3-0 to 12-3-0, Interior (1) 12-3-0 to 20-6-14 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. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 11 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 J1395-21 E2 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:51 Page: 1 ID:mHJvXmBUyzx_7MXvnN7kxkyUA6f-1yZL4Aj6atfin2E5H6M22dOnoPlDbxi1WCqcukyW47A 712 =2x4 =5x6 =3x4 =4x4 =3x4 =4x4 =3x8 =4x4 =3x4 =4x4 7112 11 10 9 8 62 13 18 531417 15 16 4 T1 T1 W1 W1 B1 B2 W3 W4 W5 W6 W2 W7 2-0-0 20-6-0 2-0-0 -2-0-0 4-5-12 9-3-0 4-5-12 13-8-12 4-9-4 4-9-4 4-9-4 18-6-0 4-9-4 4-9-4 5-4-0 10-1-4 8-4-12 18-6-06-10-131-4-56-9-1Scale = 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)-0.10 8-9 >986 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.17 8-9 >581 240 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.13 8-9 >743 240 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=524/0-3-8, (min. 0-1-8), 9=1011/0-5-8, (min. 0-1-8), 12=622/0-5-8, (min. 0-1-8) Max Horiz 12=-132 (LC 12) Max Uplift 8=-138 (LC 14), 9=-208 (LC 14), 12=-158 (LC 14) Max Grav 8=574 (LC 20), 9=1011 (LC 1), 12=678 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-465/156, 3-13=-289/174, 2-12=-645/225, 6-8=-373/182 BOT CHORD 9-10=-77/322 WEBS 3-9=-438/222, 4-9=-455/41, 5-9=-395/127, 2-10=-83/367, 5-8=-265/74 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 9-3-0, Exterior (2) 9-3-0 to 12-3-0, Interior (1) 12-3-0 to 20-6-14 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. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 12, 208 lb uplift at joint 9 and 138 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 J1395-21 E3 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:52 Page: 1 ID:AWMvJjB2GnccHmF8_9fWdRyUA7x-V87jIWkkLBnZOCoIrqtHbqx3zp7uKSIBlsZ9QAyW479 712 =4x4 =3x4 =7x8 =3x4 =6x8 =4x4 =3x8 =3x4 =7x8 =3x4 =4x4 11 14 15 10 16 9 8 17 7 6 18 19 51 42 1312 3 T1 T1 W1 W1 B1 B2 W5 W6 W3W4W3 W2 W2 4-9-4 4-9-4 4-5-12 9-3-0 4-5-12 13-8-12 4-9-4 18-6-0 3-7-8 13-8-12 4-9-4 4-9-4 4-9-4 18-6-0 5-4-0 10-1-4 1-4-56-9-1Scale = 1:50 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], [6:0-2-0,0-0-12], [7:0-3-8,0-4-12], [10:0-3-8,0-4-12], [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 0.31 Vert(LL)-0.05 8-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.56 Vert(CT)-0.07 8-10 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.74 Horz(CT)0.01 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.03 8-10 >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=2792/0-5-8, (min. 0-1-8), 8=7452/0-5-8, (min. 0-4-0), 11=2618/0-5-8, (min. 0-1-8) Max Horiz 11=-109 (LC 8) Max Uplift 6=-540 (LC 10), 8=-1525 (LC 10), 11=-518 (LC 10) Max Grav 6=2832 (LC 15), 8=7452 (LC 1), 11=2655 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2580/501, 2-12=-188/897, 3-12=-178/1034, 3-13=-201/1251, 4-13=-215/1107, 4-5=-1255/228, 1-11=-1820/344, 5-6=-877/150 BOT CHORD 11-14=-133/436, 14-15=-133/436, 10-15=-133/436, 10-16=-418/2153, 9-16=-418/2153, 8-9=-418/2153, 8-17=-162/1012, 7-17=-162/1012, 7-18=-94/486, 18-19=-94/486, 6-19=-94/486 WEBS 3-8=-1417/238, 4-8=-2873/611, 4-7=-578/2795, 2-8=-3592/762, 2-10=-697/3354, 1-10=-311/1767, 5-7=-71/545 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 0-5-0 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 518 lb uplift at joint 11, 1525 lb uplift at joint 8 and 540 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) 1378 lb down and 274 lb up at 1-11-12, 1378 lb down and 274 lb up at 3-11-12, 1378 lb down and 274 lb up at 5-11-12, 1378 lb down and 274 lb up at 7-11-12, 1378 lb down and 274 lb up at 11-11-12, 1378 lb down and 274 lb up at 13-11-12, and 1381 lb down and 274 lb up at 15-11-12, and 1429 lb down and 276 lb up at 17-11-12 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: 1-3=-84, 3-5=-84, 6-11=-14 Concentrated Loads (lb) Vert: 9=-1378 (B), 7=-1378 (B), 14=-1378 (B), 15=-1378 (B), 16=-1378 (B), 17=-1378 (B), 18=-1381 (B), 19=-1429 (B) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 E4 21Common Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:52 Page: 1 ID:iPvENd?4UM26q3t0PkMDqayUA6u-V87jIWkkLBnZOCoIrqtHbqx7qp37KM7BlsZ9QAyW479 712 =3x4 =3x4 =4x6 =4x4 =3x8 =4x4 =4x4 =3x4 =3x4 11 10 9 8 71 62 3126 533027 2928 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 ST3 ST4 ST2 ST1 ST3 ST4 ST2 ST1 1-6-0 19-2-0 1-6-0 -1-6-0 4-3-4 13-1-4 4-3-4 8-10-0 4-6-12 4-6-12 4-6-12 17-8-0 8-10-0 8-10-0 8-10-0 17-8-0 1-4-56-6-2Scale = 1:55 Plate Offsets (X, Y):[8:0-1-12,0-1-8], [10:0-3-0,0-1-4], [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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.17 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.52 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: 122 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=996/0-3-8, (min. 0-1-8), 11=996/0-3-8, (min. 0-1-8) Max Horiz 11=-123 (LC 12) Max Uplift 8=-230 (LC 14), 11=-230 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-27=-800/422, 27-28=-741/426, 4-28=-702/439, 4-29=-702/439, 29-30=-741/426, 5-30=-800/422, 2-11=-365/182, 6-8=-365/182 BOT CHORD 10-11=-293/743, 9-10=-293/743, 8-9=-280/743 WEBS 4-9=-356/362, 5-9=-255/65, 3-9=-255/65, 3-11=-897/274, 5-8=-897/274 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 8-10-0, Exterior (2) 8-10-0 to 11-10-0, Interior (1) 11-10-0 to 19-2-14 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 230 lb uplift at joint 11 and 230 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 J1395-21 F1G 11Common Structural Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:52 Page: 1 ID:m7av_CTMKlODQ6IZO0_VdjzBc4z-V87jIWkkLBnZOCoIrqtHbqx3Ep62KPYBlsZ9QAyW479 712 =3x4 =3x4 =3x4 =4x4 =3x8 =4x4 =4x4 =3x4 =3x4 11 10 9 8 71 62 1712 531613 1514 4 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 1-6-0 19-2-0 1-6-0 -1-6-0 4-3-4 13-1-4 4-3-4 8-10-0 4-6-12 4-6-12 4-6-12 17-8-0 8-10-0 8-10-0 8-10-0 17-8-0 1-4-56-6-2Scale = 1:54 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 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.17 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.52 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: 96 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=996/0-3-8, (min. 0-1-8), 11=996/0-3-8, (min. 0-1-8) Max Horiz 11=-123 (LC 12) Max Uplift 8=-230 (LC 14), 11=-230 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-13=-800/422, 13-14=-741/426, 4-14=-702/439, 4-15=-702/439, 15-16=-741/426, 5-16=-800/422, 2-11=-365/182, 6-8=-365/182 BOT CHORD 10-11=-293/743, 9-10=-293/743, 8-9=-280/743 WEBS 4-9=-356/362, 5-9=-255/65, 3-9=-255/65, 3-11=-897/274, 5-8=-897/274 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 8-10-0, Exterior (2) 8-10-0 to 11-10-0, Interior (1) 11-10-0 to 19-2-14 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 230 lb uplift at joint 11 and 230 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 J1395-21 F2 15Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:53 Page: 1 ID:75No1vXV9H1WXtBXBZZgKmzBc4u-_Kh5VrkM6VvQ0MNUPXOW72UE_CSH3soKzWJiycyW478 712 =2x4 =3x4 =3x4 =4x4 =3x8 =4x4 =4x4 =3x4 =2x4 9 8 7 6 51 1510 42 11 141213 3 T1 T1 W1 W1 B1 B2 W4 W3W3W2 W2 4-6-12 4-6-12 4-3-4 8-10-0 4-3-4 13-1-4 4-6-12 17-8-0 8-10-0 8-10-0 8-10-0 17-8-0 1-4-56-6-2Scale = 1:47.4 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 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.17 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.52 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=851/0-5-8, (min. 0-1-8), 9=851/0-5-8, (min. 0-1-8) Max Horiz 9=-108 (LC 12) Max Uplift 6=-186 (LC 14), 9=-186 (LC 14) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-825/429, 11-12=-766/433, 3-12=-723/445, 3-13=-723/445, 13-14=-766/433, 4-14=-825/429 BOT CHORD 8-9=-338/783, 7-8=-338/783, 6-7=-334/783 WEBS 3-7=-366/396, 4-7=-267/71, 2-7=-267/71, 2-9=-892/298, 4-6=-892/297 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 8-10-0, Exterior (2) 8-10-0 to 11-10-0, Interior (1) 11-10-0 to 17-6-4 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 186 lb uplift at joint 9 and 186 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 J1395-21 F3 12Common Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:53 Page: 1 ID:i6xjIO_CjkETndU7SHppn1ylJxm-_Kh5VrkM6VvQ0MNUPXOW72UHaCSH3srKzWJiycyW478 7 12 =2x4 =2x4 =3x4 1 2 4 5 3 T1 W1 B1 1-0-0 -1-0-0 2-0-0 2-0-0 2-0-02-1-1 0-4-5 1-6-5 Scale = 1:44.7 Plate Offsets (X, Y):[3:0-2-0,0-1-4] 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 0.13 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 3 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-4 >999 240 BCDL 7.0 Weight: 9 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=210/0-3-8, (min. 0-1-8), 3=61/ Mechanical, (min. 0-1-8) Max Horiz 2=38 (LC 11) Max Uplift 2=-58 (LC 14), 3=-26 (LC 18) Max Grav 2=247 (LC 18), 3=65 (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) 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 58 lb uplift at joint 2 and 26 lb uplift at joint 3. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 G1 17Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:53 Page: 1 ID:2xXoQKgEOgW2bLjVD9lOqpyW4eo-_Kh5VrkM6VvQ0MNUPXOW72UKSCXt3_xKzWJiycyW478 13.8912 =3x4 =3x4 =3x4 =3x4 1 20 19 18 17 1615 14 13 12 11 102 2421 93 22 23 84 75 6 T1 T1 B1 B2 ST1 ST2 ST3 ST4 ST1 ST2 ST3 ST4 0-2-15 16-3-9 7-10-13 16-0-10 8-1-13 8-1-13 16-3-99-5-70-0-49-1-13Scale = 1:61.4 Plate Offsets (X, Y):[6:Edge,0-3-1] 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 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S 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 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 5-16, 7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-3-9. (lb) -Max Horiz 1=-174 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 11, 12, 13, 14, 16, 17, 18, 20 Max Grav All reactions 250 (lb) or less at joint (s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 20 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) 0-3-13 to 3-3-13, Interior (1) 3-3-13 to 8-2-0, Exterior (2) 8-2-0 to 11-2-0, Interior (1) 11-2-0 to 16-0-3 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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint (s) 1, 11, 20, 18, 17, 16, 12, 13, 14. 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 J1395-21 XFA 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:53 Page: 1 ID:W75Aeghs8_evDUHhnsGdN0yW4en-_Kh5VrkM6VvQ0MNUPXOW72UMlCXu3yrKzWJiycyW478 13.8912 =3x4 =3x4 =4x4 =3x4 1 21 20 19 18 17 16 15 14 13 12 11 102 2522 93 842324 75 6 T1 T1 B1 B2 ST1 ST2 ST3 ST4 ST1 ST2 ST3 ST4 ST5 0-2-15 18-8-9 9-1-5 18-5-10 9-4-5 9-4-5 18-8-910-10-40-0-410-6-9Scale = 1:66.1 Plate Offsets (X, Y):[7:0-0-0,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 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S 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 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 5-17, 7-15, 6-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 18-8-9. (lb) -Max Horiz 1=-201 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 12, 13, 14, 15, 16, 17, 18, 19, 21 except 1=-108 (LC 10) Max Grav All reactions 250 (lb) or less at joint (s) 1, 11, 12, 13, 14, 15, 16, 17, 18, 19, 21 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) 0-3-13 to 3-3-13, Interior (1) 3-3-13 to 9-4-8, Exterior (2) 9-4-8 to 12-4-8, Interior (1) 12-4-8 to 18-5-3 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)All plates are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint (s) 11, 21, 19, 18, 17, 12, 13, 14, 15, 16 except (jt=lb) 1=107. 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 J1395-21 XFB 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:54 Page: 1 ID:W75Aeghs8_evDUHhnsGdN0yW4en-SWFUjBl_to1HeWygzFvlgF0Xact4oO4TCA2GV3yW477 13.8912 =2x4 =2x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 1 8 7 6 5 129 2 4 10 11 3 T1 T1 B1 ST1 ST1 ST2 0-2-15 7-11-9 3-8-13 7-8-10 3-11-13 3-11-13 7-11-94-7-90-0-44-3-14Scale = 1:43.9 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 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horiz(TL)0.00 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 36 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 7-11-9. (lb) -Max Horiz 1=-82 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5, 6, 8 Max Grav All reactions 250 (lb) or less at joint (s) 1, 5, 6, 7, 8 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) 0-3-13 to 3-3-13, Interior (1) 3-3-13 to 4-0-0, Exterior (2) 4-0-0 to 7-0-0, Interior (1) 7-0-0 to 7-8-3 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)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 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 100 lb uplift at joint (s) 1, 5, 8, 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 J1395-21 XFC 11Lay-In Gable Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:54 Page: 1 ID:_KfYr?iUvInmresuLansvEyW4em-SWFUjBl_to1HeWygzFvlgF0XWctAoQMTCA2GV3yW477 4.9512 =3x4 =2x4 =3x4 =4x4 =4x4 1 2 12 8 13 7 6 9 103 11 45 T1 W3 B1 W1 W2 2-9-15 -2-9-15 5-5-2 11-3-0 5-9-14 5-9-14 0-2-8 11-3-0 5-2-10 11-0-8 5-9-14 5-9-146-1-80-4-5 5-0-0Scale = 1:52.5 Plate Offsets (X, Y):[2:0-0-6,Edge] Loading (psf)Spacing 1-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL)0.04 2-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.32 Vert(CT)-0.07 7-8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.51 Horz(CT)0.01 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 7-8 >999 240 BCDL 7.0 Weight: 52 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* W3:2x4 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)2=617/0-4-9, (min. 0-1-8), 7=715/ Mechanical, (min. 0-1-8) Max Horiz 2=70 (LC 7) Max Uplift 2=-170 (LC 10), 7=-175 (LC 7) Max Grav 2=617 (LC 1), 7=741 (LC 15) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-937/218, 9-10=-861/217, 3-10=-799/204, 4-7=-316/53 BOT CHORD 2-12=-232/827, 8-12=-232/827, 8-13=-232/827, 7-13=-232/827 WEBS 3-8=-59/288, 3-7=-853/229 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); 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)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 175 lb uplift at joint 7 and 170 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. 10)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 lb down and 74 lb up at 2-9-8, 40 lb down and 74 lb up at 2-9-8, 113 lb down and 17 lb up at 5-7-7, 113 lb down and 17 lb up at 5-7-7, and 245 lb down and 46 lb up at 8-5-6, and 245 lb down and 46 lb up at 8-5-6 on top chord, and 18 lb down and 4 lb up at 2-9-8, 18 lb down and 4 lb up at 2-9-8, 40 lb down and 8 lb up at 5-7-7, 40 lb down and 8 lb up at 5-7-7, and 74 lb down and 16 lb up at 8-5-6, and 74 lb down and 16 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11)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: 1-4=-42, 4-5=-42, 2-6=-7 Concentrated Loads (lb) Vert: 8=-33 (F=-16, B=-16), 9=25 (F=12, B=12), 10=-156 (F=-78, B=-78), 11=-421 (F=-210, B=-210), 12=-15 (F=-7, B=-7), 13=-61 (F=-30, B=-30) Job Truss Truss Type Qty Ply T Webb Const / Arcadia Plan J1395-21 YR1 14Diagonal Hip Girder Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:54 Page: 1 ID:Wg91mI5B8Rx4IjuEm?tblByW4eF-SWFUjBl_to1HeWygzFvlgF0J7coMoJGTCA2GV3yW477 712 =2x4 =2x4 =3x4 =2x4 1 2 5 6 7 3 4 T1 W2 B1 W1 2-0-0 -2-0-0 3-9-10 8-0-0 4-2-6 4-2-6 8-0-06-2-10-4-5 5-0-5Scale = 1:43 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)-0.19 2-5 >499 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.31 2-5 >294 240 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.26 2-5 >354 240 BCDL 7.0 Weight: 38 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)2=591/0-3-8, (min. 0-1-8), 5=351/ Mechanical, (min. 0-1-8) Max Horiz 2=140 (LC 11) Max Uplift 2=-144 (LC 14), 5=-92 (LC 11) Max Grav 2=622 (LC 19), 5=447 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-473/61, 6-7=-439/63, 3-7=-318/77 BOT CHORD 2-5=-153/320 WEBS 3-5=-379/131 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 7-10-4 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 92 lb uplift at joint 5 and 144 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 J1395-21 Z1 115Jack-Closed Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:54 Page: 1 ID:_KfYr?iUvInmresuLansvEyW4em-SWFUjBl_to1HeWygzFvlgF0PXcnsoOxTCA2GV3yW477 712 =2x4 1 2 4 5 6 7 3 T1 B1 2-0-0 -2-0-0 5-11-11 5-11-11 5-11-114-11-140-4-5 3-10-2Scale = 1:35.3 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)-0.06 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.10 2-4 >702 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.08 2-4 >833 240 BCDL 7.0 Weight: 21 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=505/0-3-8, (min. 0-1-8), 3=206/ Mechanical, (min. 0-1-8), 4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=119 (LC 14) Max Uplift 2=-110 (LC 14), 3=-50 (LC 14), 4=-21 (LC 10) Max Grav 2=528 (LC 19), 3=270 (LC 19), 4=98 (LC 5) 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) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 5-10-15 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 50 lb uplift at joint 3, 110 lb uplift at joint 2 and 21 lb uplift at joint 4. 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 J1395-21 Z1A 18Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:55 Page: 1 ID:_KfYr?iUvInmresuLansvEyW4em-wjpswXmce698FgXtWyR_CTZaH09BXtRdRqop1VyW476 712 =2x4 1 5 2 4 6 7 3 T1 B1 2-0-0 -2-0-0 3-11-11 3-11-11 3-11-113-9-140-4-5 2-8-2 Scale = 1:31.8 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)-0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.02 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.02 2-4 >999 240 BCDL 7.0 Weight: 15 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=426/0-3-8, (min. 0-1-8), 3=103/ Mechanical, (min. 0-1-8), 4=26/ Mechanical, (min. 0-1-8) Max Horiz 2=92 (LC 14) Max Uplift 2=-104 (LC 14), 3=-74 (LC 18), 4=-14 (LC 10) Max Grav 2=495 (LC 18), 3=137 (LC 19), 4=64 (LC 5) 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) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 3-10-15 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 74 lb uplift at joint 3, 104 lb uplift at joint 2 and 14 lb uplift at joint 4. 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 J1395-21 Z1B 18Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:55 Page: 1 ID:_KfYr?iUvInmresuLansvEyW4em-wjpswXmce698FgXtWyR_CTZb80BGXtRdRqop1VyW476 7 12 =2x4 1 2 4 5 6 3 T1 B1 1-11-11 1-11-11 2-0-0 -2-0-0 1-11-112-7-14 0-4-5 1-6-2 Scale = 1:40.1 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 0.50 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 3 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-4 >999 240 BCDL 7.0 Weight: 9 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 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=367/0-3-8, (min. 0-1-8), 3=-15/ Mechanical, (min. 0-1-8), 4=14/ Mechanical, (min. 0-1-8) Max Horiz 2=67 (LC 14) Max Uplift 2=-108 (LC 14), 3=-163 (LC 18), 4=-7 (LC 10) Max Grav 2=527 (LC 18), 3=19 (LC 14), 4=33 (LC 5) 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) -2-0-14 to 0-11-2, Interior (1) 0-11-2 to 1-11-9 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 108 lb uplift at joint 2, 7 lb uplift at joint 4 and 163 lb uplift at joint 3. 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 J1395-21 Z1C 18Jack-Open Job Reference (optional) Snake River Truss & Components, Idaho Falls Run: 8.67 S 8.51 Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Wed Oct 06 15:52:55 Page: 1 ID:_KfYr?iUvInmresuLansvEyW4em-wjpswXmce698FgXtWyR_CTZbB0CJXtRdRqop1VyW476