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Home My WebLink AboutTRUSS SPECS - M19-00123 - Ringel - 3597 Ringel Ln - New SFR6 12 =5x6 =3x6 =5x6=3x4 =5x6 =3x4 =3x4 =4x8 =5x8 =5x8 =3x6 1 9 2 13 18 19 12 20 21 11 22 23 10 8 14 17 73 4 6 1615 5 T2 T1 T2 T1 B1 B3B2 W 1 W2 W 3 W4 W 5 W6 W 7 W8 1-6-0 41-6-0 1-6-0 -1-6-0 6-8-0 33-4-0 6-8-0 13-4-0 6-8-0 40-0-0 6-8-0 6-8-0 6-8-0 20-0-0 6-8-0 26-8-0 0-2-12 32-0-0 7-11-5 31-9-4 7-11-5 23-9-15 7-11-5 15-10-10 7-11-5 7-11-5 8-0-0 40-0-0 11 -0 -15 0-5-0 10 -5 -0 Scale = 1:72.3 Plate Offsets (X, Y):[3:0-3-0,0-3-4], [7:0-4-0,0-3-4], [10:0-4-0,0-3-0], [12:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.17 12-13 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.24 12-13 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.79 Horz(CT)0.06 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 2-13 >999 240 Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W3,W8:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1558/0-5-8, (min. 0-1-11), 10=2622/0-5-8, (min. 0-2-13) Max Horiz 2=190 (LC 12) Max Uplift 2=-350 (LC 12), 10=-517 (LC 13) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-2491/501, 3-14=-2375/518, 3-4=-2284/568, 4-15=-1497/429, 5-15=-1375/444, 5-16=-842/308, 6-16=-950/293, 6-7=-628/1284, 7-17=-650/1044, 8-17=-660/884 BOT CHORD 2-13=-546/2094, 13-18=-329/1535, 18-19=-329/1535, 12-19=-329/1535, 12-20=-90/933, 20-21=-90/933, 11-21=-90/933, 11-22=-47/598, 22-23=-47/598, 10-23=-47/598, 8-10=-801/684 WEBS 3-13=-443/243, 4-13=-205/683, 4-12=-840/363, 5-12=-295/970, 5-11=-472/249, 6-11=-149/599, 6-10=-2487/759, 7-10=-547/267 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-5-3, Interior (1) 2-5-3 to 20-0-0, Exterior (2) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 41-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 2 and 517 lb uplift at joint 10. 6)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 19-089319T A01 Common 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:53 Page: 1 ID:KnMT6B8zA5SxUPj0WYRjubyk086-l7Wam6aguYUSIAOGgG_USnZpePTP2zJrggY0jQyk0?o 6 12 =5x6 =3x6 =5x6=3x4 =5x6 =3x4 =3x4 =5x6 =5x6 =5x8 =3x6 1 2 12 17 18 11 19 20 10 21 22 9 8 13 16 73 4 6 14 15 5 T2 T1 T2 T3 B1 B3B2 W 1 W2 W 3 W4 W 5 W6 W 7 W8 1-6-0 -1-6-0 6-8-0 33-4-0 6-8-0 13-4-0 6-8-0 6-8-0 6-8-0 40-0-0 6-8-0 26-8-0 6-8-0 20-0-0 0-2-12 32-0-0 7-11-5 15-10-10 7-11-5 31-9-4 7-11-5 23-9-15 7-11-5 7-11-5 8-0-0 40-0-0 11 -0 -15 0-5-0 10 -5 -0 Scale = 1:70.1 Plate Offsets (X, Y):[3:0-3-0,0-3-4], [7:0-4-0,0-3-4], [9:0-3-0,0-3-4], [11:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.17 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.25 11-12 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.79 Horz(CT)0.06 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 2-12 >999 240 Weight: 197 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W3,W8:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1595/0-5-8, (min. 0-1-11), 9=2453/0-5-8, (min. 0-2-10) Max Horiz 2=202 (LC 16) Max Uplift 2=-354 (LC 12), 9=-464 (LC 13) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-2570/510, 3-13=-2454/526, 3-4=-2363/577, 4-14=-1579/438, 5-14=-1442/453, 5-15=-937/322, 6-15=-1045/307, 6-7=-400/964, 7-16=-416/725, 8-16=-429/576 BOT CHORD 2-12=-565/2164, 12-17=-349/1580, 17-18=-349/1580, 11-18=-349/1580, 11-19=-110/969, 19-20=-110/969, 10-20=-110/969, 10-21=-74/666, 21-22=-74/666, 9-22=-74/666, 8-9=-512/433 WEBS 3-12=-441/243, 4-12=-205/682, 4-11=-840/363, 5-11=-294/970, 5-10=-375/183, 6-10=-80/538, 6-9=-2258/591, 7-9=-560/275 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-5-3, Interior (1) 2-5-3 to 20-0-0, Exterior (2) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 2 and 464 lb uplift at joint 9. 6)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 19-089319T A02 Common 10 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:54 Page: 1 ID:VuXdQyGsaTrNI538fM8Iqvyk07x-9iBjO7cYATs19d7rLPXB4PBJAdV_FK2HMdmhKlyk0?l 6 12 =5x6 =3x6 =5x6=3x4 =5x8 =3x4 =3x4 =5x6 =5x6 =5x8 =3x6 1 11 16 17 10 18 19 9 20 21 8 7 1512 62 3 5 1413 4 T2 T1 T2 T1 B1 B3B2 W 1 W2 W 3 W4 W 5 W6 W 7 W8 6-8-0 33-4-0 6-8-0 13-4-0 6-8-0 40-0-0 6-8-0 6-8-0 6-8-0 20-0-0 6-8-0 26-8-0 0-2-12 32-0-0 7-11-5 23-9-15 7-11-5 15-10-10 7-11-5 31-9-4 7-11-5 7-11-5 8-0-0 40-0-0 10 -5 -0 0-5-0 10 -5 -0 Scale = 1:67.9 Plate Offsets (X, Y):[2:0-4-0,0-3-0], [6:0-4-0,0-3-4], [8:0-3-0,0-3-4], [10:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.17 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.24 10-11 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.80 Horz(CT)0.06 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 1-11 >999 240 Weight: 195 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W3,W8:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 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=1440/0-5-8, (min. 0-1-9), 8=2457/0-5-8, (min. 0-2-10) Max Horiz 1=178 (LC 12) Max Uplift 1=-304 (LC 12), 8=-464 (LC 13) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2580/525, 2-12=-2447/540, 2-3=-2401/591, 3-13=-1587/441, 4-13=-1450/456, 4-14=-941/323, 5-14=-1048/308, 5-6=-400/964, 6-15=-416/725, 7-15=-429/576 BOT CHORD 1-11=-581/2204, 11-16=-353/1591, 16-17=-353/1591, 10-17=-353/1591, 10-18=-112/973, 18-19=-112/973, 9-19=-112/973, 9-20=-76/668, 20-21=-76/668, 8-21=-76/668, 7-8=-512/433 WEBS 2-11=-463/253, 3-11=-218/716, 3-10=-848/365, 4-10=-297/976, 4-9=-377/184, 5-9=-81/540, 5-8=-2263/592, 6-8=-560/275 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 4-2-12, Interior (1) 4-2-12 to 20-0-0, Exterior (2) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint 1 and 464 lb uplift at joint 8. 6)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 19-089319T A03 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:54 Page: 1 ID:K2uug?LdAJcX00WI?cFi4Ayk07r-9iBjO7cYATs19d7rLPXB4PBJwdVuFKwHMdmhKlyk0?l 6 12 =3x6 =3x6=5x6 =5x8 =12x12 =5x6 =3x4 =3x4 =5x6 =5x6 =4x12 =4x12=3x8 =3x8 =7x10 =4x12 =3x4 =4x12 =3x8 =3x8 =2x4 1 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 255054 2 24 3 23 5348 224215 6 204946524751 7 19 45 8 18 9 171016 11 15 12 14 13 T1 T2 T1 T2 B3B1B2 W 1 W2 W 3 W4 W 5 W6 W 7 W8 S T 1 4 S T 1 2 S T 1 3 S T 1 1 S T 9 S T 1 0 S T 7 S T 8 S T 5 S T 6 S T 4 S T 3 S T 2 S T 1 S T 1 5 S T 1 6 S T 1 7 S T 1 8 S T 1 9 S T 2 0 S T 2 1 S T 2 2 S T 2 3 S T 2 4 S T 3 S T 2 S T 1 6-8-0 6-8-0 6-8-0 33-4-0 6-8-0 13-4-0 6-8-0 40-0-0 6-8-0 20-0-0 6-8-0 26-8-0 0-1-0 31-9-4 7-10-5 31-8-4 7-11-5 23-9-15 7-11-5 15-10-10 7-11-5 7-11-5 8-2-12 40-0-0 10 -5 -0 0-5-0 10 -5 -0 Scale = 1:67.9 Plate Offsets (X, Y):[5:0-3-0,0-3-0], [13:0-1-0,0-2-8], [21:0-3-0,0-3-0], [29:0-3-0,0-3-4], [41:0-5-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.15 39-40 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.45 Vert(CT)-0.21 39-40 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.65 Horz(CT)0.06 29 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.09 39-40 >999 240 Weight: 323 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W3,W8:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST14,ST11,ST17:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 45, 47, 48, 49, 52, 53 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 8-5-8. except 1=0-5-8 (lb) -Max Horiz 1=177 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 26, 27, 28 except 1=-295 (LC 12), 25=-175 (LC 23), 29=-365 (LC 13) Max Grav All reactions 250 (lb) or less at joint(s) 25, 26, 27, 28 except 1=1475 (LC 1), 29=2182 (LC 1) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2642/466, 2-3=-2535/486, 3-4=-2493/522, 4-5=-2397/517, 5-6=-2397/532, 6-7=-2413/565, 7-8=-2379/602, 8-9=-2314/621, 9-10=-1647/414, 10-11=-1553/416, 11-12=-1586/456, 12-13=-1543/483, 13-14=-1026/387, 14-15=-1069/355, 15-16=-1052/315, 16-17=-1130/310, 17-18=-32/645, 18-19=-43/554, 19-20=-70/564, 20-21=-92/584, 21-22=-93/522, 22-23=-95/481, 23-24=-124/500, 24-25=-166/518 BOT CHORD 1-44=-542/2216, 43-44=-542/2216, 42-43=-542/2216, 41-42=-542/2216, 40-41=-312/1634, 39-40=-312/1634, 38-39=-312/1634, 37-38=-312/1634, 36-37=-89/1013, 35-36=-89/1013, 34-35=-89/1015, 33-34=-89/1015, 32-33=-26/719, 31-32=-26/719, 30-31=-26/719, 29-30=-26/719, 28-29=-413/164, 27-28=-413/164, 26-27=-413/164, 25-26=-413/164 WEBS 5-41=-326/150, 41-48=-276/762, 47-48=-274/756, 9-47=-290/803, 9-46=-767/276, 37-46=-699/251, 37-45=-354/1008, 13-45=-365/1040, 13-49=-423/103, 33-49=-451/94, 33-50=-58/458, 50-51=-93/529, 17-51=-91/516, 17-52=-2032/327, 52-53=-1963/314, 29-53=-2033/325, 29-54=-344/145 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-2-12 to 4-0-0, Interior (1) 4-0-0 to 19-10-2, Exterior (2) 19-10-2 to 24-0-0, Interior (1) 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 27, 26 except (jt=lb) 1=294, 25=174, 29=364. 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 19-089319T A04 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:54 Page: 1 ID:dOpY8PQ0WTUXM5ZewatLseyk07k-9iBjO7cYATs19d7rLPXB4PBOJdV5FMIHMdmhKlyk0?l 6 12 =5x6 =3x4 =3x4 =5x6 =5x6 =3x4 =5x6 =5x8 =3x4 =3x6 1 2 11 16 17 10 18 19 9 20 21 8 12 73 15 64 13 14 5 T2 T1 T3 W 8 B1 B3B2B2 W 1 W2 W 3 W4 W 5 W6 W 7 1-6-0 -1-6-0 6-8-0 13-4-0 6-8-0 6-8-0 6-8-0 20-0-0 7-0-0 27-0-0 7-0-0 34-0-0 0-2-12 25-0-0 8-3-1 24-9-4 8-3-1 16-6-3 8-3-1 8-3-1 9-0-0 34-0-0 11 -0 -15 0-5-0 3 -5 -0 10 -5 -0 Scale = 1:67.2 Plate Offsets (X, Y):[3:0-3-0,0-3-4], [9:0-4-0,0-3-4], [10:0-3-0,0-3-0], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)-0.14 8-9 >755 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.24 8-9 >448 240 BCLL 0.0 *Rep Stress Incr YES WB 0.69 Horz(CT)0.03 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.05 2-11 >999 240 Weight: 180 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W6,W8:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1205/0-5-8, (min. 0-1-8), 8=31/ Mechanical, (min. 0-1-8), 9=2210/0-5-8, (min. 0-2-6) Max Horiz 2=234 (LC 9) Max Uplift 2=-264 (LC 12), 8=-265 (LC 23), 9=-410 (LC 12) Max Grav 2=1205 (LC 1), 8=299 (LC 24), 9=2210 (LC 1) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1745/321, 3-12=-1630/340, 3-4=-1504/371, 4-13=-659/252, 5-13=-525/265, 5-14=-23/658, 6-14=-47/484, 7-8=-259/121 BOT CHORD 2-11=-411/1437, 11-16=-188/824, 16-17=-188/824, 10-17=-188/824, 9-20=-365/139, 20-21=-365/139, 8-21=-365/139 WEBS 3-11=-464/248, 4-11=-192/685, 4-10=-854/360, 5-10=-274/947, 5-9=-1533/342, 6-9=-728/331, 6-8=-150/532 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-10-0, Interior (1) 1-10-0 to 20-0-0, Exterior (2) 20-0-0 to 23-4-13, Interior (1) 23-4-13 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint 2, 410 lb uplift at joint 9 and 265 lb uplift at joint 8. 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 19-089319T A05 Common 6 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:54 Page: 1 ID:SMl56u7n5zgShsQbl2Ojggyk06r-9iBjO7cYATs19d7rLPXB4PBJydW2FMgHMdmhKlyk0?l 6 12 =5x6 =3x4 =5x6=3x4 =5x6 =3x4 =5x6 =3x4 =3x4 =1.5x4 =5x6 1 2 12 17 18 11 19 20 10 9 8 13 73 16 64 14 15 5 T2 T1 T3 W 9 B1 B3B2 W 1 W2 W 3 W4 W 5 W6 W 7 W8 1-6-0 -1-6-0 6-8-0 13-4-0 6-8-0 6-8-0 6-8-0 20-0-0 7-0-0 27-0-0 7-0-0 34-0-0 0-2-12 24-0-0 4-10-10 28-10-10 5-1-6 34-0-0 7-11-1 23-9-4 7-11-1 15-10-3 7-11-1 7-11-1 11 -0 -15 0-5-0 3 -5 -0 10 -5 -0 Scale = 1:67.2 Plate Offsets (X, Y):[3:0-3-0,0-3-4], [10:0-3-0,0-3-4], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.12 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.17 10-11 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.80 Horz(CT)0.02 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.05 2-12 >999 240 Weight: 184 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W4,W5,W6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1125/0-5-8, (min. 0-1-8), 8=61/ Mechanical, (min. 0-1-8), 10=2260/0-5-8, (min. 0-2-7) Max Horiz 2=234 (LC 9) Max Uplift 2=-243 (LC 12), 8=-264 (LC 23), 10=-441 (LC 12) Max Grav 2=1125 (LC 1), 8=338 (LC 24), 10=2260 (LC 1) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1577/274, 3-13=-1462/293, 3-4=-1375/345, 4-14=-559/227, 5-14=-437/239, 5-15=-43/724, 6-15=-57/532, 6-16=-64/347, 7-16=-195/323, 7-8=-302/295 BOT CHORD 2-12=-370/1289, 12-17=-145/686, 17-18=-145/686, 11-18=-145/686, 9-10=-364/151 WEBS 3-12=-470/250, 4-12=-216/720, 4-11=-854/367, 5-11=-297/993, 5-10=-1589/369, 6-10=-744/301, 6-9=-35/269, 7-9=-356/139 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-10-0, Interior (1) 1-10-0 to 20-0-0, Exterior (2) 20-0-0 to 23-4-13, Interior (1) 23-4-13 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2, 441 lb uplift at joint 10 and 264 lb uplift at joint 8. 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 19-089319T A06 Common 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:54 Page: 1 ID:9HMtCJE2l2w1uOAWL9a34nyk06h-9iBjO7cYATs19d7rLPXB4PBJsdXgFKuHMdmhKlyk0?l 6 12 =5x6 =4x5 =5x6 =5x6 =3x4 =5x8 =3x4 =5x6 =1.5x4 =5x6 1 2 11 16 17 10 18 9 8 12 73 15 64 13 14 5 T2 T1 T3 W 8 B1 B4B3B2 W 1 W2 W 3 W4 W5 W 6 W7 1-6-0 -1-6-0 6-8-0 13-4-0 6-8-0 6-8-0 6-8-0 20-0-0 7-0-0 27-0-0 7-0-0 34-0-0 7-0-0 34-0-0 8-6-0 17-0-0 8-6-0 8-6-0 10-0-0 27-0-0 11 -0 -15 0-5-0 3 -5 -0 10 -5 -0 Scale = 1:66.9 Plate Offsets (X, Y):[3:0-3-0,0-3-4], [9:0-3-0,0-3-4], [10:0-4-0,0-3-0], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.23 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT)-0.34 9-10 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.67 Horz(CT)0.08 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 2-11 >999 240 Weight: 178 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W6,W8:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-4 oc bracing: 2-11. WEBS 1 Row at midpt 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1802/0-5-8, (min. 0-1-15), 8=1644/0-5-8, (min. 0-1-12) Max Horiz 2=234 (LC 9) Max Uplift 2=-375 (LC 12), 8=-282 (LC 13) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-3000/557, 3-12=-2885/576, 3-4=-2735/594, 4-13=-1908/454, 5-13=-1771/466, 5-14=-1466/403, 6-14=-1613/379, 6-15=-1584/339, 7-15=-1712/324, 7-8=-1604/350 BOT CHORD 2-11=-619/2544, 11-16=-401/1979, 16-17=-401/1979, 10-17=-401/1979, 10-18=-277/1434, 9-18=-277/1434 WEBS 3-11=-436/241, 4-11=-173/625, 4-10=-841/356, 5-10=-239/974, 6-10=-363/180, 6-9=-519/188, 7-9=-254/1530 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-10-0, Interior (1) 1-10-0 to 20-0-0, Exterior (2) 20-0-0 to 23-4-13, Interior (1) 23-4-13 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 375 lb uplift at joint 2 and 282 lb uplift at joint 8. 6)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 19-089319T A07 Common 2 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:55 Page: 1 ID:LPX1W3Ny9QJTj4WdUzGe05yk06W-dvl5cTdBxn_unni1v63QcdkRf1pA_pBRaHWEtCyk0?k 6 12 =4x12 =3x4 =3x4 =3x4 =4x8 =3x4 =3x4 =3x4 =3x6 =10x16 =4x8 =4x8 =5x6 =3x8 =3x8 =3x8 =5x6 =5x6 =3x6 =3x6 =3x6 =3x6 =3x6 1 2 41 40 39 38 37 36 35 34 33 32 31 30 2928 27 26 25 24 23534349 3 544542 4 48 55 5 22 50 6 44 7 215147 58820 46 52 9 19 18101117 12 165756 13 15 14 T2 T1 T3 W 8 B1 B3B2 W 1 W2 W 3 W4 W5 W 6 W7 S T 1 6 S T 1 7 S T 1 4 S T 1 5 S T 1 2 S T 1 3 S T 1 0 S T 1 1 S T 8 S T 9 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 S T 1 8 S T 1 9 S T 2 0 S T 2 1 S T 2 2 S T 2 3 S T 2 4 S T 2 5 S T 2 6 S T 2 7 S T 2 8 1-6-0 -1-6-0 6-8-0 13-4-0 6-8-0 6-8-0 6-8-0 20-0-0 7-0-0 27-0-0 7-0-0 34-0-0 3-3-12 27-0-0 6-8-4 23-8-4 7-0-0 34-0-0 8-6-0 17-0-0 8-6-0 8-6-0 11 -0 -15 0-5-0 3 -5 -0 10 -5 -0 Scale = 1:66.9 Plate Offsets (X, Y):[5:0-3-0,0-3-0], [30:0-3-0,0-3-0], [34:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.09 35-36 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.13 35-36 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.77 Horz(CT)0.03 29 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.06 40 >999 240 Weight: 299 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W6,W8:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST16:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 42, 44, 47, 48, 50, 51, 54, 55 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 10-5-8. except 2=0-5-8, 29=0-3-8 (lb) -Max Horiz 2=234 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 24, 25, 27 except 2=-287 (LC 12), 23=-358 (LC 23), 26=-275 (LC 12), 28=-280 (LC 23), 29=-115 (LC 13) Max Grav All reactions 250 (lb) or less at joint(s) 23, 24, 28 except 2=1311 (LC 1), 25=324 (LC 1), 26=1297 (LC 1), 27=260 (LC 1), 29=669 (LC 1) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1938/331, 3-4=-1825/351, 4-5=-1795/387, 5-6=-1688/382, 6-7=-1643/378, 7-8=-1637/407, 8-9=-1620/449, 9-10=-1547/464, 10-11=-864/241, 11-12=-745/236, 12-56=-774/274, 13-56=-729/280, 13-14=-755/321, 14-15=-648/262, 15-57=-641/239, 16-57=-663/232, 16-17=-644/210, 17-18=-582/179, 18-19=-40/434, 19-20=-63/462, 20-58=-100/486, 21-58=-107/469, 21-22=-159/481, 22-23=-102/367 BOT CHORD 2-41=-432/1590, 40-41=-432/1590, 39-40=-432/1590, 38-39=-433/1592, 37-38=-433/1592, 36-37=-211/1008, 35-36=-211/1008, 34-35=-211/1008, 33-34=-211/1008, 32-33=-211/1008, 31-32=-400/192, 30-31=-400/192, 29-30=-400/192, 28-29=-400/192, 27-28=-400/192, 26-27=-400/192 WEBS 6-49=-353/150, 37-49=-380/158, 37-48=-249/697, 47-48=-251/701, 10-47=-263/737, 10-46=-811/295, 45-46=-738/265, 32-45=-754/275, 32-44=-204/393, 14-44=-224/439, 32-43=-216/1097, 42-43=-245/1151, 42-50=-229/1122, 50-51=-235/1145, 51-52=-231/1120, 18-52=-230/1115, 18-26=-982/205, 26-53=-484/169, 53-54=-425/152, 54-55=-445/159, 22-55=-438/157, 28-51=-255/115, 25-54=-286/118 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 2-0-0, Interior (1) 2-0-0 to 20-0-0, Exterior (2) 20-0-0 to 23-4-13, Interior (1) 23-4-13 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 25, 24 except (jt=lb) 2=286, 26=275, 23=358, 28=279, 29=115. 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 19-089319T A08 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:55 Page: 1 ID:_jFZ1AWTK6qm9wRxBUUSWdyk06K-dvl5cTdBxn_unni1v63Qcdkam1sa_ndRaHWEtCyk0?k Job Truss Truss Type Qty Ply 19-089319T A08 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:55 Page: 2 ID:_jFZ1AWTK6qm9wRxBUUSWdyk06K-dvl5cTdBxn_unni1v63Qcdkam1sa_ndRaHWEtCyk0?k 6 12 =4x5 =3x4 =3x4 =3x4 =3x4 =3x4 =3x4 =3x8 =3x4 =3x4 =3x4 =3x4 =3x6 =3x8 =3x8 =3x8 =5x6 =3x8 =3x6 =3x6 =5x6 =5x6 =3x8 =3x8 =3x8 =3x8 =3x6 1 2 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 5628 5727 26 5825 2454 4648 3 52 5549 4 5 44 6 47 23 50 53 7 22 8 2120 9 19 45 51 10 18 11 171216 13 15 14 T2 T1 T3 W 1 3 B1 B3B2 W 1 W2 W 3 W 4 W 5 W 6 W 7 W8 W 9 W10 W 1 1 W12 S T 1 3 S T 1 4 S T 1 1 S T 1 2 S T 9 S T 1 0 S T 7 S T 8 S T 5 S T 6 S T 3 S T 4 S T 2 S T 1 S T 1 5 S T 1 6 S T 1 7 S T 1 8 S T 1 9 S T 2 0 S T 2 1 S T 2 2 S T 2 3 S T 2 4 S T 2 5 1-6-0 -1-6-0 4-8-0 29-4-0 4-8-0 24-8-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 5-0-0 5-0-0 20-0-0 4-8-0 34-0-0 0-4-0 25-0-0 4-4-0 29-4-0 4-8-0 24-8-0 4-8-0 34-0-0 5-0-0 20-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 5-0-0 11 -0 -15 0-5-0 3 -5 -0 10 -5 -0 Scale = 1:67.2 Plate Offsets (X, Y):[6:0-3-0,0-3-0], [31:0-3-0,0-3-0], [36:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)-0.03 25-26 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT)-0.04 25-26 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.65 Horz(CT)0.00 24 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.02 25-26 >999 240 Weight: 313 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5,W6,W7,W8,W9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 28-29,27-28,26-27,25-26,24-25. WEBS 1 Row at midpt 14-32 JOINTS 1 Brace at Jt(s): 44, 47, 48, 50, 52, 53, 55 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 25-0-0. except 24= Mechanical (lb) -Max Horiz 2=234 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 except 24=-253 (LC 9), 29=-525 (LC 9), 30=-341 (LC 1) Max Grav All reactions 250 (lb) or less at joint(s) 30, 31, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43 except 2=278 (LC 19), 24=1010 (LC 20), 29=1553 (LC 20), 32=331 (LC 1) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 20-21=-352/131, 21-22=-472/141, 22-23=-530/130, 23-24=-664/142 BOT CHORD 29-56=-96/415, 28-56=-96/415, 28-57=-96/415, 27-57=-96/415, 26-27=-96/415 WEBS 17-29=-285/64, 29-52=-775/316, 52-53=-751/309, 20-53=-722/297, 26-54=-88/501, 54-55=-72/435, 23-55=-85/490 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 41, 38, 35, 32, 33, 34, 36, 37, 39, 40, 42, 43, 31 except (jt=lb) 29=524, 24=252, 30=341. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 91 lb up at 25-6-12, 244 lb down and 91 lb up at 27-6-12, 244 lb down and 91 lb up at 29-6-12, and 244 lb down and 91 lb up at 31-6-12, and 249 lb down and 86 lb up at 33-10-4 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-14=-84, 14-23=-84, 2-24=-14 Concentrated Loads (lb) Job Truss Truss Type Qty Ply 19-089319T A09 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:55 Page: 1 ID:jL7cpjiOxQVDlbCXkHjgoayk03W-dvl5cTdBxn_unni1v63QcdkZO1sa_pYRaHWEtCyk0?k Continued on page 2 Vert: 26=-244 (F), 24=-249 (F), 56=-244 (F), 57=-244 (F), 58=-244 (F) Job Truss Truss Type Qty Ply 19-089319T A09 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:55 Page: 2 ID:jL7cpjiOxQVDlbCXkHjgoayk03W-dvl5cTdBxn_unni1v63QcdkZO1sa_pYRaHWEtCyk0?k 6 12 =4x5 =3x6 =5x6 =5x8 =5x6 =3x4 =3x4 =5x6 =5x6 =3x6 1 2 11 16 17 10 18 19 9 8 12 15 73 64 1413 5 T2 T1 T2 T3 B1 B1B2B2 W 4 W 1 W2 W 3 W3 W 2 W1 1-6-0 -1-6-0 5-2-6 26-4-13 5-2-6 10-9-10 5-2-6 21-2-6 5-2-6 16-0-0 5-7-3 32-0-0 5-7-3 5-7-3 8-0-0 24-0-0 8-0-0 16-0-0 8-0-0 32-0-0 8-0-0 8-0-0 9 -0 -15 0-5-0 8 -5 -0 Scale = 1:59.4 Plate Offsets (X, Y):[2:0-0-15,0-1-8], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-0-15,0-1-8], [9:0-3-0,0-3-0], [10:0-4-0,0-3-0], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.18 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.27 10-11 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.56 Horz(CT)0.10 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.08 10-11 >999 240 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-13 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=1701/0-5-8, (min. 0-1-13), 8=1541/0-5-8, (min. 0-1-10) Max Horiz 2=166 (LC 12) Max Uplift 2=-340 (LC 12), 8=-290 (LC 13) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2810/496, 3-12=-2708/512, 3-4=-2525/488, 4-13=-1802/400, 5-13=-1696/417, 5-14=-1696/426, 6-14=-1801/414, 6-7=-2551/516, 7-15=-2714/534, 8-15=-2821/522 BOT CHORD 2-11=-526/2381, 11-16=-361/1987, 16-17=-361/1987, 10-17=-361/1987, 10-18=-265/1994, 18-19=-265/1994, 9-19=-265/1994, 8-9=-403/2420 WEBS 5-10=-224/1115, 3-11=-340/193, 4-11=-87/424, 4-10=-707/276, 6-10=-718/280, 6-9=-98/454, 7-9=-367/205 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-7-10, Interior (1) 1-7-10 to 16-0-0, Exterior (2) 16-0-0 to 19-2-6, Interior (1) 19-2-6 to 31-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 290 lb uplift at joint 8. 6)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 19-089319T B01 Common 4 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:56 Page: 1 ID:6DXUmdgdG6TwDwxRSjDVXNyk067-55JTppepi46lPxHETqaf9qGhrQAJjIEapxFnPeyk0?j 6 12 =4x5 =3x4 =3x8 =3x4=3x4 =3x6 =3x6 =5x6 =3x6=5x6 =3x6 =5x6 =3x6 =3x6 =5x6 =3x4 1 2 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 403 34 37 17 4316 35 38 4 36 39 155 146 137 128 4241 119 10 T2 T1 T3 T4 B1 B1B2 W 3 W2 W 1 W2 W 1 S T 8 S T 9 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 S T 8 S T 9 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 1-6-0 -1-6-0 8-0-0 32-0-0 8-0-0 8-0-0 8-0-0 24-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 16-0-0 8-0-0 32-0-0 8-0-0 8-0-0 9 -0 -15 0-5-0 8 -5 -0 Scale = 1:59.4 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [16:0-3-0,0-3-0], [24:0-3-0,0-3-0], [28:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)0.00 2-33 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 2-33 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(CT)0.00 18 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.00 2-33 >999 240 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 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. JOINTS 1 Brace at Jt(s): 34, 35, 36, 37, 38, 39 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 32-0-0. (lb) -Max Horiz 2=166 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 19, 20, 21, 23, 24, 25, 26, 27, 28, 29, 31, 32, 33 Max Grav All reactions 250 (lb) or less at joint(s) 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33 except 2=287 (LC 1) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-7-10, Interior (1) 1-7-10 to 16-0-0, Exterior (2) 16-0-0 to 19-2-6, Interior (1) 19-2-6 to 32-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 26, 27, 28, 29, 31, 32, 33, 25, 24, 23, 21, 20, 19. 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 19-089319T B02 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:56 Page: 1 ID:28j5Jw6DnA?pXShLZHsy?yyk05Z-55JTppepi46lPxHETqaf9qGmlQHujOqapxFnPeyk0?j 6 12 =5x6 =3x6 =5x8 =5x8 =6x8=6x8 =3x6 1 7 2 9 14 15 8 6 1310 3 5 11 12 4 T2 T1 T2 T1 B1 B1B2 W 2 W1 W2 W 1 1-6-0 31-6-0 1-6-0 -1-6-0 7-6-0 7-6-0 7-6-0 30-0-0 7-6-0 22-6-0 7-6-0 15-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 10-0-0 8 -6 -15 0-5-0 7 -11 -0 Scale = 1:57.5 Plate Offsets (X, Y):[3:0-4-0,0-3-4], [5:0-4-0,0-3-4], [8:0-4-0,0-3-0], [9:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL)-0.40 8-9 >889 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.50 8-9 >709 240 BCLL 0.0 *Rep Stress Incr YES WB 0.25 Horz(CT)0.08 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.09 2-9 >999 240 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-6 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=1599/0-3-8, (min. 0-1-11), 6=1599/0-3-8, (min. 0-1-11) Max Horiz 2=146 (LC 12) Max Uplift 2=-320 (LC 12), 6=-320 (LC 13) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-2576/447, 3-10=-2454/470, 3-11=-2223/450, 4-11=-2052/462, 4-12=-2052/462, 5-12=-2223/450, 5-13=-2454/470, 6-13=-2576/447 BOT CHORD 2-9=-456/2173, 9-14=-164/1427, 14-15=-164/1427, 8-15=-164/1427, 6-8=-318/2173 WEBS 4-8=-212/796, 5-8=-613/314, 4-9=-212/796, 3-9=-613/314 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 15-0-0, Exterior (2) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 31-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint 2 and 320 lb uplift at joint 6. 6)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 19-089319T C01 Common 6 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:56 Page: 1 ID:m3JtQLEURFFOk?SG8N2IP3yk05P-55JTppepi46lPxHETqaf9qGeCQ9mjN?apxFnPeyk0?j 6 12 =5x6 =3x6 =5x8 =5x8 =6x8=6x8 =3x6 1 2 8 13 14 7 6 9 12 3 5 10 11 4 T2 T1 T2 T3 B1 B1B2 W 2 W1 W2 W 1 1-6-0 -1-6-0 7-6-0 7-6-0 7-6-0 30-0-0 7-6-0 22-6-0 7-6-0 15-0-0 10-0-0 20-0-0 10-0-0 10-0-0 10-0-0 30-0-0 8 -6 -15 0-5-0 7 -11 -0 Scale = 1:57.5 Plate Offsets (X, Y):[3:0-4-0,Edge], [5:0-4-0,Edge], [7:0-4-0,0-3-0], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.40 7-8 >887 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(CT)-0.50 7-8 >711 240 BCLL 0.0 *Rep Stress Incr YES WB 0.26 Horz(CT)0.08 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.09 6-7 >999 240 Weight: 125 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 9-8-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1604/0-3-8, (min. 0-1-11), 6=1452/0-3-8, (min. 0-1-9) Max Horiz 2=158 (LC 16) Max Uplift 2=-321 (LC 12), 6=-273 (LC 13) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2585/448, 3-9=-2463/472, 3-10=-2232/457, 4-10=-2060/468, 4-11=-2076/490, 5-11=-2247/465, 5-12=-2485/490, 6-12=-2574/473 BOT CHORD 2-8=-469/2181, 8-13=-177/1435, 13-14=-177/1435, 7-14=-177/1435, 6-7=-351/2203 WEBS 4-7=-221/818, 5-7=-631/323, 4-8=-212/795, 3-8=-613/314 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 15-0-0, Exterior (2) 15-0-0 to 18-0-0, Interior (1) 18-0-0 to 29-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 273 lb uplift at joint 6. 6)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 19-089319T C02 Common 3 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:56 Page: 1 ID:aDg8gPJF050YSwvQVe9ieKyk05J-55JTppepi46lPxHETqaf9qGblQ8cjMuapxFnPeyk0?j 6 12 =4x8 =3x4 =3x4=3x4 =5x6 =3x8 =3x8=3x8 =5x6 =3x8 =3x8 =3x8 =5x6 =3x4 1 19 2 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 18 44413740 3 17 3936 4 16 5 156143835 7 13 8 12 4342 9 11 10 T2 T1 T2 T1 B1 B1 W 2 W1 W2 W 1 S T 1 0 S T 8 S T 9 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 S T 8 S T 9 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 1-6-0 31-6-0 1-6-0 -1-6-0 7-6-0 7-6-0 7-6-0 30-0-0 7-6-0 22-6-0 7-6-0 15-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 10-0-0 8 -6 -15 0-5-0 7 -11 -0 Scale = 1:57.5 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [17:0-3-0,0-3-0], [27:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 2-34 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 2-34 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.08 Horz(CT)0.01 18 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.00 18-20 >999 240 Weight: 199 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 35, 38 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 30-0-0. except 18=0-3-8 (lb) -Max Horiz 2=145 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 18, 20, 21, 22, 23, 24, 25, 26, 28, 29, 30, 31, 32, 33, 34 Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34 except 2=308 (LC 23), 18=327 (LC 24) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 15-1-2, Exterior (2) 15-1-2 to 18-1-2, Interior (1) 18-1-2 to 31-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 24, 30, 28, 29, 31, 32, 33, 34, 26, 25, 23, 22, 21, 20, 18. 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 19-089319T C03 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:56 Page: 1 ID:EXPgBVSnBmXrumqkC9MW7syk057-55JTppepi46lPxHETqaf9qGmIQHvjPhapxFnPeyk0?j 6 12 =5x6 =4x5 =5x6 =3x8 =7x10 =3x4 =3x4 =2x4 =3x4 =3x4=2x4 =3x8 1 2 13 14 15 12 16 17 11 18 19 10 20 9 8 73 4 6 5 T2 T1 T2 T3 B1 B1 W 5 W4 W 3 W2 W 1 W 4 W 3 W2 W 1 1-6-0 -1-6-0 5-0-0 25-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 30-0-0 5-0-0 20-0-0 5-0-0 15-0-0 0-0-5 30-0-0 4-11-11 29-11-11 5-0-0 10-0-0 5-0-0 25-0-0 5-0-0 20-0-0 5-0-0 15-0-0 5-0-0 5-0-0 8 -6 -15 0-5-0 7 -11 -0 Scale = 1:57.8 Plate Offsets (X, Y):[3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [11:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.20 12-13 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.24 12-13 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.41 Horz(CT)0.07 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.07 12-13 >999 240 Weight: 345 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=3599/0-3-8, (min. 0-1-15), 8=2877/0-2-15, (min. 0-1-9) Max Horiz 2=159 (LC 8) Max Uplift 2=-747 (LC 8), 8=-542 (LC 9) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7124/1422, 3-4=-5705/1117, 4-5=-4151/835, 5-6=-4150/833, 6-7=-5293/1025, 7-8=-5844/1074 BOT CHORD 2-13=-1332/6230, 13-14=-1326/6200, 14-15=-1326/6200, 12-15=-1326/6200, 12-16=-971/5027, 16-17=-971/5027, 11-17=-971/5027, 11-18=-904/4653, 18-19=-904/4653, 10-19=-904/4653, 10-20=-898/5107, 9-20=-898/5107, 8-9=-897/5112 WEBS 5-11=-791/3227, 6-11=-1477/470, 6-10=-560/1122, 7-10=-527/190, 4-11=-2007/539, 4-12=-368/1671, 3-12=-1340/400, 3-13=-192/967 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 at joint(s) 8. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 747 lb uplift at joint 2 and 542 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 996 lb down and 266 lb up at 6-0-12, 295 lb down and 268 lb up at 8-0-12, 295 lb down and 268 lb up at 10-0-12, 295 lb down and 268 lb up at 12-0-12, 295 lb down and 268 lb up at 14-0-12, 295 lb down and 268 lb up at 16-0-12, 295 lb down and 268 lb up at 18-0-12, and 325 lb down and 276 lb up at 20-0-12, and 325 lb down and 276 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-8=-84, 2-8=-14 Concentrated Loads (lb) Vert: 10=-325 (B), 12=-295 (B), 14=-996 (B), 15=-295 (B), 16=-295 (B), 17=-295 (B), 18=-295 (B), 19=-295 (B), 20=-325 (B) Job Truss Truss Type Qty Ply 19-089319T C04 Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:57 Page: 1 ID:YJ49nDO8Wxh85L3UamE1ccyk02d-aHts09fRTOFc05rQ1X5uh2puxqVISnrk2b?Lx4yk0?i 6 12 =4x5 =3x4 =5x6 =3x4 =1.5x4 = 1.5x4 =3x4 1 7 2 9 14 15 8 6 10 13 3 5 1211 4 T1 T1 B1 B2 W 2 W1 W2 W 1 1-6-0 24-0-0 1-6-0 -1-6-0 5-7-8 22-6-0 5-7-8 5-7-8 5-7-8 16-10-8 5-7-8 11-3-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 7-6-0 6 -8 -7 0-5-0 6 -0 -8 Scale = 1:50.4 Plate Offsets (X, Y):[9:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.13 8-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.18 8-9 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.25 Horz(CT)0.04 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 8-9 >999 240 Weight: 96 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1232/0-3-8, (min. 0-1-8), 6=1232/0-3-8, (min. 0-1-8) Max Horiz 2=113 (LC 12) Max Uplift 2=-251 (LC 12), 6=-251 (LC 13) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-1883/325, 3-10=-1787/342, 3-11=-1620/330, 4-11=-1504/342, 4-12=-1504/341, 5-12=-1620/330, 5-13=-1787/342, 6-13=-1883/325 BOT CHORD 2-9=-327/1577, 9-14=-116/1049, 14-15=-116/1049, 8-15=-116/1049, 6-8=-232/1577 WEBS 4-8=-149/565, 5-8=-437/229, 4-9=-149/565, 3-9=-437/229 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 11-3-0, Exterior (2) 11-3-0 to 14-3-0, Interior (1) 14-3-0 to 24-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 2 and 251 lb uplift at joint 6. 6)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 19-089319T D01 Common 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:57 Page: 1 ID:IPpLLddBfNQjB3Tcap81E1yk04u-aHts09fRTOFc05rQ1X5uh2puGqZxSqIk2b?Lx4yk0?i 6 12 =4x8 =3x4 =5x6 =3x4 =3x8 =2x4 =3x8 =2x4 =3x4 151 2 24 23 22 21 20 19 18 17 16 14 26 28 3229 1332725 124511 106 30 31 97 8 T1 T1 B1 B2 W 2 W1 W2 W 1 S T 6 S T 4 S T 5 S T 3 S T 2 S T 1 S T 4 S T 5 S T 3 S T 2 S T 1 1-6-0 -1-6-0 1-6-0 24-0-0 5-7-8 22-6-0 5-7-8 5-7-8 5-7-8 16-10-8 5-7-8 11-3-0 7-6-0 15-0-0 7-6-0 7-6-0 7-6-0 22-6-0 6 -8 -7 0-5-0 6 -0 -8 Scale = 1:50.4 Plate Offsets (X, Y):[22:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)-0.08 18-19 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(CT)-0.11 18-19 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.41 Horz(CT)0.04 14 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.04 23-24 >999 240 Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 25, 27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1232/0-3-8, (min. 0-1-8), 14=1232/0-3-8, (min. 0-1-8) Max Horiz 2=-112 (LC 17) Max Uplift 2=-251 (LC 12), 14=-252 (LC 13) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-1847/292, 3-29=-1764/298, 3-4=-1741/334, 4-5=-1628/330, 5-6=-1567/321, 6-30=-1562/352, 7-30=-1518/356, 7-8=-1530/396, 8-9=-1509/389, 9-31=-1518/354, 10-31=-1560/352, 10-11=-1567/321, 11-12=-1628/330, 12-13=-1741/338, 13-32=-1764/297, 14-32=-1847/291 BOT CHORD 2-24=-298/1540, 23-24=-298/1540, 22-23=-298/1540, 21-22=-111/1062, 20-21=-111/1062, 19-20=-111/1064, 18-19=-111/1064, 17-18=-205/1540, 16-17=-205/1540, 14-16=-205/1540 WEBS 8-27=-198/564, 18-27=-198/565, 18-28=-441/187, 11-28=-327/130, 22-25=-197/561, 8-25=-210/598, 5-26=-329/129, 22-26=-445/187 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 11-1-14, Exterior (2) 11-1-14 to 14-1-14, Interior (1) 14-1-14 to 24-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 2 and 252 lb uplift at joint 14. 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 19-089319T D02 Common Structural Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:57 Page: 1 ID:mtu87nrTQvh9Lqr4dbSFzqyk04c-aHts09fRTOFc05rQ1X5uh2px2qYkSnmk2b?Lx4yk0?i 6 12 =4x5 =3x4 =3x4=1.5x4 1 5 2 6 4 7 10 98 3 T1 T1 B1 W 1 1-6-0 13-6-0 1-6-0 -1-6-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 4 -0 -15 0-5-0 3 -5 -0 Scale = 1:40.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.03 2-6 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.05 2-6 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.09 Horz(CT)0.01 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Wind(LL)0.02 2-6 >999 240 Weight: 43 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=716/0-5-8, (min. 0-1-8), 4=716/0-5-8, (min. 0-1-8) Max Horiz 2=67 (LC 12) Max Uplift 2=-156 (LC 12), 4=-156 (LC 13) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-744/137, 7-8=-634/146, 3-8=-626/158, 3-9=-626/158, 9-10=-634/146, 4-10=-744/137 BOT CHORD 2-6=-49/551, 4-6=-49/551 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 6-0-0, Exterior (2) 6-0-0 to 9-0-0, Interior (1) 9-0-0 to 13-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 2 and 156 lb uplift at joint 4. 6)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 19-089319T E01 Common 6 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:57 Page: 1 ID:3DqobAxsm3ZAhvtQYZ4ulIyk04V-aHts09fRTOFc05rQ1X5uh2puxqbuSsjk2b?Lx4yk0?i 6 12 =4x5 =3x4 =3x4 1 9 2 14 13 12 11 10 8 15 1873 1716 64 5 T1 T1 B1 S T 3 S T 2 S T 1 S T 2 S T 1 1-6-0 13-6-0 1-6-0 -1-6-0 6-0-0 12-0-0 6-0-0 6-0-0 12-0-0 4 -0 -15 0-5-0 3 -5 -0 Scale = 1:39.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)0.00 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-S Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 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 12-0-0. (lb) -Max Horiz 2=67 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint(s) 10, 11, 12, 13, 14 except 2=283 (LC 1), 8=283 (LC 1) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-6-13 to 1-5-3, Exterior (2) 1-5-3 to 6-0-0, Corner (3) 6-0-0 to 9-0-0, Exterior (2) 9-0-0 to 13-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 19-089319T E02 Common Supported Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:57 Page: 1 ID:ToVwDCzl3_xkYNc?DhebNxyk04S-aHts09fRTOFc05rQ1X5uh2pxSqd1Ss5k2b?Lx4yk0?i 6 12 =1.5x4 =1.5x4=2x4 1 2 4 5 3 T1 W 1 B1 1-6-0 -1-6-0 6-0-0 6-0-0 6-0-0 4 -0 -15 0-5-0 3 -5 -0 Scale = 1:39.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL)-0.06 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.09 2-4 >723 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=445/0-3-8, (min. 0-1-8), 4=258/ Mechanical, (min. 0-1-8) Max Horiz 2=139 (LC 11) Max Uplift 2=-105 (LC 12), 4=-77 (LC 12) 22 1FORCES (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; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -1-6-13 to 1-5-3, Interior (1) 1-5-3 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 77 lb uplift at joint 4 and 105 lb uplift at joint 2. 6)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 19-089319T J01 Jack-Closed 5 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:57 Page: 1 ID:q1qFrkEYuljdBlIDVJ1lGayk046-aHts09fRTOFc05rQ1X5uh2psPqaUStBk2b?Lx4yk0?i 6 12 =1.5x4 =1.5x4=2x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 1 2 8 7 6 9 3 10 4 5 T1 W 1 B1 S T 2 S T 1 1-6-0 -1-6-0 6-0-0 6-0-0 6-0-0 4 -0 -15 0-5-0 3 -5 -0 Scale = 1:39.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.09 Horz(CT)0.00 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 27 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 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, 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 All bearings 6-0-0. (lb) -Max Horiz 2=139 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 7, 8 Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 8 except 2=275 (LC 1) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-256/115 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -1-6-13 to 1-5-3, Exterior (2) 1-5-3 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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 19-089319T J01A Jack-Closed Supported Gable 1 1 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Run: 8.22 S Feb 10 2019 Print: 8.220 S Feb 10 2019 MiTek Industries, Inc. Mon Aug 26 09:06:58 Page: 1 ID:B?e8uRIhiHLvIWABIsdwzdyk041-aHts09fRTOFc05rQ1X5uh2pvRqdbSsrk2b?Lx3yk0?i