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HomeMy WebLinkAboutENGINEERED TRUSS DRAWING - 20-00633 - 1311 Fairview Ave - Cardon - New SFR912 =3x4 =4x12 =5x6 =4x5 =3x6 =3x8 =3x8 =3x8 =5x8 =5x6 =4x12 =4x12 =3x8 =4x12 =4x12 =5x8 =5x6 =3x8 =3x8 =3x8 =3x6 =4x5 =5x6 =4x12 =3x4 1 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 47 5548 56 49 2 57 245244 233 224 5345 42 50 215 5446 206 1974351 188 179 16101112131415 T2 T1 T3 T2 T4 W1 W8B1B3B2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W7 ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7 ST4 ST5 ST14 ST15 ST16 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 7-9-0 15-9-8 7-9-0 35-5-8 7-9-8 43-3-0 8-0-8 8-0-8 5-9-12 27-6-12 5-9-12 21-9-0 7-9-8 43-3-0 7-10-12 15-11-4 7-10-12 35-5-8 8-0-8 8-0-8 13 -4 -0 1-1-8 1 -3 -12 12 -11 -10 Scale = 1:76.3 Plate Offsets (X, Y):[2:0-5-6,0-2-0], [4:0-3-0,0-3-0], [10:0-6-0,0-2-0], [16:0-6-0,0-2-0], [22:0-3-0,0-3-0], [30:0-3-0,0-3-0], [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 0.53 Vert(LL)-0.07 40-41 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.12 40-41 >762 240 BCLL 0.0 *Rep Stress Incr YES WB 0.53 Horz(CT)0.01 26 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 28-29 >999 240 Weight: 451 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* W3:2x4 DF Stud/Std, W1,W8:2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Stud/Std *Except* ST12,ST11,ST8:2x4 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, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 10-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-36, 13-33, 12-42, 35-43, 9-44, 14-50, 31-51, 17-52 JOINTS 1 Brace at Jt(s): 42, 43, 44, 45, 46, 47, 48, 50, 51, 52, 53, 54, 55, 56 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 22-5-8. except 26=10-8-8, 25=10-8-8, 27=10-8-8 (lb) -Max Horiz 41=328 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 34, 35, 36, 37, 38, 39, 41 except 26=-170 (LC 11), 27=-228 (LC 11), 33=-184 (LC 7), 40=-170 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 25, 34, 35, 36, 37, 38, 39 except 26=822 (LC 22), 27=409 (LC 18), 33=990 (LC 1), 40=683 (LC 21), 41=439 (LC 21) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-146/312, 20-21=-122/321, 2-41=-386/99 BOT CHORD 40-41=-390/534, 39-40=-205/271, 38-39=-205/271, 37-38=-205/271, 36-37=-205/271, 35-36=-265/325, 34-35=-265/325, 33-34=-265/325, 32-33=-184/289, 31-32=-184/289, 30-31=-184/289, 25-26=-142/297 WEBS 6-40=-441/127, 13-33=-306/107, 33-50=-476/104, 50-51=-472/102, 16-51=-427/94, 30-52=-4/252, 52-53=0/253, 53-54=0/311, 20-26=-639/175, 2-49=-511/456, 48-49=-501/450, 47-48=-519/462, 40-47=-531/471, 26-55=-507/408, 55-56=-492/399, 56-57=-471/384, 24-57=-483/391, 27-54=-263/121 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) zone; cantilever 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)Provide adequate drainage to prevent water ponding. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 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) 41, 36, 34, 35, 37, 38, 39 except (jt=lb) 40=170, 33=184, 26=169, 27=228. 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. Job Truss Truss Type Qty Ply A01 1 120-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:31:59 Page: 1 ID:iXqSQF5reUqQ80BeXiMayXyoDqB-yAhcYBg0b9QZI2IRRdaxNiPscqEbpiDMk4vmEDynuN_ Continued on page 2 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 A01 1 120-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:31:59 Page: 2 ID:iXqSQF5reUqQ80BeXiMayXyoDqB-yAhcYBg0b9QZI2IRRdaxNiPscqEbpiDMk4vmEDynuN_ 912 =3x6 =7x10 =5x6 =7x10 =MT18HS 9x12 =5x6 =3x8 =1.5x4 =MT18HS 9x12 =5x6 =7x10 =5x6 =4x12 =3x6 1 15 14 16 13 17 12 18 11 19 10 9 2 8 73 645 T2 T1 T3 T4 T5 W1 W10B1B3B2 W3 W4 W5 W6 W5 W6 W5 W2 W7 W9 W8 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 7-9-0 15-9-8 7-9-4 35-5-12 7-9-4 43-3-0 8-0-8 8-0-8 5-9-12 27-6-12 5-9-12 21-9-0 7-9-4 43-3-0 7-10-12 15-11-4 7-11-0 35-5-12 8-0-8 8-0-8 13 -4 -0 1-1-8 1 -3 -12 12 -11 -10 Scale = 1:76.3 Plate Offsets (X, Y):[2:0-4-4,Edge], [4:0-9-12,0-1-12], [6:0-9-12,0-1-12], [11:0-3-0,0-3-0], [13:0-3-0,0-3-0] 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 0.93 Vert(LL)-0.16 13-14 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.25 13-14 >999 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.35 Horz(CT)0.08 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 13-14 >999 240 Weight: 287 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* W3,W8:2x4 DF Stud/Std, W1,W10:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-12, 5-12, 6-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)9=2094/ Mechanical, (min. 0-1-8), 15=2253/0-5-8, (min. 0-2-6) Max Horiz 15=328 (LC 7) Max Uplift 9=-325 (LC 11), 15=-377 (LC 10) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2720/641, 3-4=-2279/684, 4-5=-1788/666, 5-6=-1788/666, 6-7=-2272/683, 7-8=-2654/629, 2-15=-2199/605, 8-9=-2042/510 BOT CHORD 14-15=-410/572, 14-16=-412/2029, 13-16=-412/2029, 13-17=-268/1654, 12-17=-268/1654, 12-18=-187/1645, 11-18=-187/1645, 11-19=-392/1990, 10-19=-392/1990 WEBS 3-13=-590/328, 4-13=-158/595, 4-12=-238/557, 5-12=-549/224, 6-12=-239/573, 6-11=-156/577, 2-14=-217/1678, 7-11=-563/326, 8-10=-304/1782 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 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 377 lb uplift at joint 15 and 325 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 A02 6 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:00 Page: 1 ID:ojbX_BRrAVXS9U8xJBVcfYyoDyn-QMF_mXheMSYQwCtd?K5Avwyx5EX0YCHWykfKmfynuMz 912 4.512=2x4 =5x6 =7x10 =5x6 =4x5 =3x6 =3x4 =5x8 =5x6 =3x4 =3x4 =3x4 =5x8 =5x8 =3x6 =5x8 =5x6 =5x6 =3x6 1 20 19 12 11 2113 14 2 1018 15 17 3 16 9 4 8 756 T2 T1 T3 T4 T5 W1 W18B1B3 B2 B2W3 W4 W5 W6 W7W8 W9 W10 W11 W12 W13W14 W15 W16 W2 W17 1-6-0 -1-6-0 2-3-12 30-0-4 5-11-8 21-9-0 5-11-8 27-8-8 4-9-12 4-9-12 5-6-12 10-4-8 5-5-0 15-9-8 6-6-4 36-6-8 6-8-8 43-3-0 0-3-8 4-11-8 1-5-12 17-5-0 2-3-12 29-10-8 4-4-0 21-9-0 4-8-0 4-8-0 5-5-0 10-4-8 5-6-12 15-11-4 5-9-12 27-6-12 6-8-0 36-6-8 6-8-8 43-3-0 13 -4 -0 1-1-8 1 -3 -12 12 -11 -10 4 -8 -1 Scale = 1:77.8 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-2-12,0-3-0], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [9:0-4-0,0-3-4], [10:Edge,0-1-8], [13:0-5-8,0-2-8], [19:0-4-8,0-2-12] 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 0.76 Vert(LL)-0.13 15-16 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.19 15-16 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.88 Horz(CT)0.14 11 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 15-16 >999 240 Weight: 306 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* W4,W5,W6,W16,W1,W2,W18,W17:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 5-17, 6-16, 6-15, 7-14, 8-14, 8-13, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)11=1827/0-2-8, (min. 0-1-15), 19=2528/0-5-8, (min. 0-1-8) Max Horiz 19=329 (LC 7) Max Uplift 11=-299 (LC 11), 19=-422 (LC 10) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/598, 3-4=-1584/310, 4-5=-2130/511, 5-6=-1808/500, 6-7=-1771/565, 7-8=-1849/661, 8-9=-1977/573, 9-10=-2282/517, 10-11=-1781/426 BOT CHORD 18-19=-501/339, 17-18=-392/1253, 16-17=-370/1666, 15-16=-322/1894, 14-15=-161/1516, 13-14=-166/1541, 13-21=-315/1708, 12-21=-315/1708 WEBS 3-19=-2247/613, 3-18=-317/1645, 4-18=-1147/293, 4-17=-112/540, 5-17=-394/133, 5-16=-162/1185, 6-16=-150/275, 6-15=-712/348, 7-15=-287/764, 7-14=-359/429, 8-14=-353/371, 8-13=-271/154, 9-13=-461/260, 2-19=-402/352, 10-12=-243/1544 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 19 and 299 lb uplift at joint 11. 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 A03 4 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:00 Page: 1 ID:twW2IqQP25MRVJK0Aas85RyoDpl-QMF_mXheMSYQwCtd?K5Avwy_mEZuY4?WykfKmfynuMz 912 4.512=2x4 =5x6 =7x10 =5x6 =4x5 =3x6 =3x4 =5x8 =5x6 =3x4 =3x4 =3x4 =5x8 =5x8 =3x6 =5x8 =5x6 =5x6 =3x6 1 20 19 12 11 2113 14 2 1018 15 17 3 16 9 4 8 756 T2 T1 T3 T4 T5 W1 W18B1B3 B2 B2W3 W4 W5 W6 W7W8 W9 W10 W11 W12 W13W14 W15 W16 W2 W17 1-6-0 -1-6-0 2-3-12 30-0-4 5-11-8 21-9-0 5-11-8 27-8-8 4-9-12 4-9-12 5-6-12 10-4-8 5-5-0 15-9-8 6-6-4 36-6-8 6-8-8 43-3-0 0-3-8 4-11-8 1-5-12 17-5-0 2-3-12 29-10-8 4-4-0 21-9-0 4-8-0 4-8-0 5-5-0 10-4-8 5-6-12 15-11-4 5-9-12 27-6-12 6-8-0 36-6-8 6-8-8 43-3-0 13 -4 -0 1-1-8 1 -3 -12 12 -11 -10 4 -8 -1 Scale = 1:77.8 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-2-12,0-3-0], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [9:0-4-0,0-3-4], [10:Edge,0-1-8], [13:0-5-8,0-2-8], [19:0-4-8,0-2-12] 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 0.76 Vert(LL)-0.13 15-16 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.19 15-16 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.88 Horz(CT)0.14 11 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 15-16 >999 240 Weight: 306 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* W4,W5,W6,W16,W1,W2,W18,W17:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-15 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. WEBS 1 Row at midpt 5-17, 6-16, 6-15, 7-14, 8-14, 8-13, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)11=1827/4-2-8, (min. 0-1-15), 19=2528/0-5-8, (min. 0-1-8) Max Horiz 19=329 (LC 7) Max Uplift 11=-299 (LC 13), 19=-422 (LC 10) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/598, 3-4=-1584/310, 4-5=-2130/511, 5-6=-1808/500, 6-7=-1771/565, 7-8=-1849/661, 8-9=-1977/573, 9-10=-2282/517, 10-11=-1781/426 BOT CHORD 18-19=-501/339, 17-18=-392/1253, 16-17=-370/1666, 15-16=-322/1894, 14-15=-161/1516, 13-14=-166/1541, 13-21=-315/1708, 12-21=-315/1708 WEBS 3-19=-2247/613, 3-18=-317/1645, 4-18=-1147/293, 4-17=-112/540, 5-17=-394/133, 5-16=-162/1185, 6-16=-150/275, 6-15=-712/348, 7-15=-287/764, 7-14=-359/429, 8-14=-353/371, 8-13=-271/154, 9-13=-461/260, 2-19=-402/352, 10-12=-243/1544 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 lb uplift at joint 19 and 299 lb uplift at joint 11. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A04 1 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:01 Page: 1 ID:EEy3BcWsrkigI8CJRUUFkQyoDoL-uYoNztiG7mgHXMSpZ2cPS7U9Wdv7HXFfBOOtI5ynuMy 912 4.512=2x4 =5x6 =5x6 =5x8 =4x5 =3x6 =3x4 =5x8 =5x6 =3x4 =3x4 =3x4 =5x8 =5x8 =3x6 =6x8 =3x6 =6x8 =2x4 1 20 19 12 11 222113 14 2 1018 15 17 3 16 9 4 8 756 T2 T1 T3 T4 T5 W1 W18B1B3 B2 B2W3 W4 W5 W6 W7W8 W9 W10 W11 W12 W13W14 W15 W16 W2 W17 1-6-0 -1-6-0 2-3-12 30-0-4 5-11-8 21-9-0 5-11-8 27-8-8 4-9-12 4-9-12 5-6-12 10-4-8 5-5-0 15-9-8 6-6-4 36-6-8 6-8-8 43-3-0 0-2-12 39-6-0 1-5-12 17-5-0 2-3-12 29-10-8 3-9-0 43-3-0 4-4-0 21-9-0 4-11-8 4-11-8 5-5-0 10-4-8 5-6-12 15-11-4 5-9-12 27-6-12 9-4-12 39-3-4 13 -4 -0 1-1-8 1 -3 -12 12 -11 -10 4 -8 -1 Scale = 1:77.8 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-2-12,0-3-0], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [9:0-4-0,Edge], [10:Edge,0-4-4], [13:0-5-8,0-2-8], [19:0-6-0,0-2-12] 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 0.57 Vert(LL)-0.19 12-13 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT)-0.32 12-13 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.79 Horz(CT)0.11 11 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 15-16 >999 240 Weight: 303 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* W7,W8,W9,W10,W11,W12,W13,W14,W15:2x4 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 4-8-3 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19,11-12. WEBS 1 Row at midpt 5-17, 6-16, 6-15, 7-14, 8-13, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)11=-21/ Mechanical, (min. 0-1-8), 12=2040/0-5-8, (min. 0-2-3), 19=2337/0-5-8, (min. 0-2-8) Max Horiz 19=329 (LC 7) Max Uplift 11=-175 (LC 23), 12=-308 (LC 11), 19=-403 (LC 10) Max Grav 11=49 (LC 7), 12=2040 (LC 1), 19=2337 (LC 1) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-276/603, 3-4=-1315/256, 4-5=-1771/426, 5-6=-1464/418, 6-7=-1399/478, 7-8=-1355/549, 8-9=-1401/435, 9-10=-83/447 BOT CHORD 18-19=-557/338, 17-18=-390/1023, 16-17=-370/1364, 15-16=-322/1497, 14-15=-162/1089, 13-14=-108/1037, 13-21=-82/618, 21-22=-82/618, 12-22=-82/618 WEBS 3-19=-2027/562, 3-18=-284/1490, 4-18=-1036/270, 4-17=-106/446, 5-17=-315/128, 5-16=-102/904, 6-16=-143/277, 6-15=-741/347, 7-15=-285/792, 7-14=-368/304, 8-14=-244/387, 8-13=-593/161, 9-13=-113/486, 9-12=-1995/527, 2-19=-407/357, 10-12=-334/225 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 403 lb uplift at joint 19, 175 lb uplift at joint 11 and 308 lb uplift at joint 12. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A05 3 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:01 Page: 1 ID:zmf_0il5b_MYqjHzTjzErXyoDzg-uYoNztiG7mgHXMSpZ2cPS7UCUdtuHYefBOOtI5ynuMy 912 4.512=2x4 =5x6 =7x10 =5x6 =4x5 =3x6 =3x4 =5x8 =5x6 =3x4 =3x4 =3x4 =5x8 =5x8 =3x6 =5x8 =5x6 =6x8 =3x6 1 1121 20 13 12 2214 15 2 1019 16 18 3 17 9 4 8 756 T2 T1 T3 T4 T5 W1W1B1B3 B2 B2W3 W4 W5 W6 W7W8 W9 W10 W11 W12 W13W14 W15 W16 W17W2 1-6-0 45-0-0 1-6-0 -1-6-0 2-3-12 30-0-4 5-11-8 21-9-0 5-11-8 27-8-8 4-9-12 4-9-12 5-6-12 10-4-8 5-5-0 15-9-8 6-6-4 36-6-8 6-11-8 43-6-0 0-3-8 4-11-8 1-5-12 17-5-0 2-3-12 29-10-8 4-4-0 21-9-0 4-8-0 4-8-0 5-5-0 10-4-8 5-6-12 15-11-4 5-9-12 27-6-12 6-8-0 36-6-8 6-11-8 43-6-0 13 -4 -0 1-1-8 12 -11 -10 4 -8 -1 Scale = 1:79 Plate Offsets (X, Y):[2:0-3-0,0-1-8], [3:0-2-12,0-3-0], [5:0-6-0,0-2-0], [7:0-6-0,0-2-0], [9:0-4-0,0-3-0], [10:Edge,0-4-4], [14:0-5-8,0-2-8], [20:0-4-8,0-2-12] 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 0.94 Vert(LL)-0.14 16-17 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(CT)-0.19 15-16 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.88 Horz(CT)0.14 12 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 16-17 >999 240 Weight: 309 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* W7,W8,W9,W10,W11,W12,W13,W14,W15:2x4 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 3-10-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20. WEBS 1 Row at midpt 5-18, 6-17, 6-16, 7-15, 8-15, 8-14, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)12=1989/0-5-8, (min. 0-2-2), 20=2537/0-5-8, (min. 0-1-15) Max Horiz 20=-342 (LC 8) Max Uplift 12=-349 (LC 11), 20=-423 (LC 10) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/598, 3-4=-1593/279, 4-5=-2144/463, 5-6=-1822/453, 6-7=-1786/541, 7-8=-1873/658, 8-9=-2000/576, 9-10=-2357/529, 10-12=-1940/519 BOT CHORD 19-20=-513/376, 18-19=-373/1261, 17-18=-349/1678, 16-17=-302/1910, 15-16=-145/1534, 14-15=-90/1563, 14-22=-236/1749, 13-22=-236/1749, 12-13=-117/313 WEBS 3-20=-2255/584, 3-19=-291/1653, 4-19=-1154/273, 4-18=-107/545, 5-18=-398/129, 5-17=-118/1198, 6-17=-159/291, 6-16=-710/342, 7-16=-281/763, 7-15=-382/449, 8-15=-372/393, 8-14=-262/160, 9-14=-484/262, 10-13=-176/1492, 2-20=-403/352 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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)Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 20 and 349 lb uplift at joint 12. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A06 3 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:02 Page: 1 ID:0sYo8bRXy5GuQq0wuRr4pSyoDn9-uYoNztiG7mgHXMSpZ2cPS7U6idv7HXFfBOOtI5ynuMy 912 =3x6 =7x10 =5x6 =7x10 =MT18HS 9x12 =5x6 =3x8 =1.5x4 =MT18HS 9x12 =5x6 =7x10 =5x6 =7x10 =3x6 1 9 20 16 15 17 14 18 13 19 12 11 10 2 8 73 4 65 T2 T1 T3 T2 T1 W1 W1B1B1B2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W2 1-6-0 45-0-0 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 7-9-0 35-5-8 7-9-0 15-9-8 8-0-8 8-0-8 8-0-8 43-6-0 5-9-12 27-6-12 5-9-12 21-9-0 7-10-12 35-5-8 7-10-12 15-11-4 8-0-8 8-0-8 8-0-8 43-6-0 13 -4 -0 1-1-8 12 -11 -10 Scale = 1:77.5 Plate Offsets (X, Y):[2:0-4-4,Edge], [4:0-9-12,0-1-12], [6:0-9-12,0-1-12], [8:0-4-4,Edge], [12:0-3-0,0-3-0], [14:0-3-0,0-3-0] 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 0.93 Vert(LL)-0.17 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.43 Vert(CT)-0.25 14-15 >999 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.35 Horz(CT)0.08 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 14 >999 240 Weight: 290 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* W3:2x4 DF Stud/Std, W1:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-7-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 4-13, 5-13, 6-13, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=2262/0-5-8, (min. 0-2-7), 16=2262/0-5-8, (min. 0-2-7) Max Horiz 16=341 (LC 9) Max Uplift 10=-378 (LC 11), 16=-378 (LC 10) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2733/644, 3-4=-2293/687, 4-5=-1803/669, 5-6=-1803/669, 6-7=-2293/687, 7-8=-2733/644, 2-16=-2207/606, 8-10=-2207/606 BOT CHORD 15-16=-383/591, 15-17=-385/2057, 14-17=-385/2057, 14-18=-254/1665, 13-18=-254/1665, 13-19=-135/1665, 12-19=-135/1665, 12-20=-309/2031, 11-20=-309/2031, 10-11=-160/400 WEBS 3-14=-589/328, 4-14=-158/595, 4-13=-239/566, 5-13=-547/224, 6-13=-239/566, 6-12=-158/595, 7-12=-589/327, 2-15=-216/1688, 8-11=-216/1688 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 lb uplift at joint 16 and 378 lb uplift at joint 10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A07 2 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:02 Page: 1 ID:znjPhvt6T9pnkMmr??UWG1yoDmb-MlMlBDjvu4o89W1?7l7e?L1Gb1CU06npQ28QqYynuMx 912 =5x6 =6x8 =5x6 =7x10 =MT18HS 9x12 =5x6 =3x8 =1.5x4 =MT18HS 9x12 =5x6 =1.5x4 =6x12 =3x8 =6x8 =2x4 1 21 11 17 16 18 15 19 14 20 13 12 10 22 92 873 645 T2 T1 T3 T4 T5 W1 W1B1B1B2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W7 W2 W8 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 7-9-0 35-5-8 7-9-0 15-9-8 8-0-8 8-0-8 8-0-8 43-6-0 0-2-12 41-7-8 1-10-8 43-6-0 5-9-12 27-6-12 5-9-12 21-9-0 5-11-4 41-4-12 7-10-12 35-5-8 7-10-12 15-11-4 8-0-8 8-0-8 13 -4 -0 1-1-8 12 -11 -10 Scale = 1:75.6 Plate Offsets (X, Y):[2:Edge,0-4-4], [4:0-9-12,0-1-12], [6:0-9-12,0-1-12], [8:0-5-13,Edge], [9:Edge,0-4-4], [13:0-3-0,0-3-0], [15:0-3-0,0-3-0] 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 0.86 Vert(LL)-0.16 15-16 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.24 15-16 >999 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.73 Horz(CT)0.08 11 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 15-16 >999 240 Weight: 290 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* W3,W8:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-1 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-14, 5-14, 6-14, 7-13, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)11=2207/0-5-8, (min. 0-2-6), 17=2173/0-5-8, (min. 0-2-5) Max Horiz 17=329 (LC 9) Max Uplift 11=-345 (LC 11), 17=-368 (LC 10) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2639/619, 3-4=-2173/658, 4-5=-1664/636, 5-6=-1664/636, 6-7=-2076/635, 7-8=0/368, 8-9=-47/351, 2-17=-2118/582 BOT CHORD 16-17=-411/589, 16-18=-401/1988, 15-18=-401/1988, 15-19=-271/1568, 14-19=-271/1568, 14-20=-152/1483, 13-20=-152/1483, 13-21=-290/1600, 12-21=-290/1600, 12-22=-290/1600, 11-22=-290/1600 WEBS 3-15=-615/333, 4-15=-162/611, 4-14=-234/478, 5-14=-550/224, 6-14=-239/625, 6-13=-126/422, 7-13=-330/284, 7-12=0/303, 7-11=-2577/597, 2-16=-189/1595, 9-11=-393/288 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint 17 and 345 lb uplift at joint 11. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A08 3 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:02 Page: 1 ID:zbJhOLU6TqEYMB9eVDvUroyoDlo-MlMlBDjvu4o89W1?7l7e?L1Hh1Cf00qpQ28QqYynuMx 912 =5x6 =6x8 =5x6 =7x10 =MT18HS 9x12 =5x6 =3x8 =1.5x4 =MT18HS 9x12 =5x6 =6x8 =3x8 =4x5 =3x6 1 19 15 14 16 13 17 12 18 11 10 9 2 8 73 4 65 T2 T1 T3 T2 T4 W1 W8 B1 B3B2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W7 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 5-8-8 41-2-0 7-9-0 35-5-8 7-9-0 15-9-8 8-0-8 8-0-8 5-8-8 41-2-0 5-9-12 27-6-12 5-9-12 21-9-0 7-10-12 35-5-8 7-10-12 15-11-4 8-0-8 8-0-8 13 -4 -0 1-1-8 2 -10 -8 12 -11 -10 Scale = 1:73.2 Plate Offsets (X, Y):[2:Edge,0-4-4], [4:0-9-12,0-1-12], [6:0-9-12,0-1-12], [7:0-4-0,Edge], [8:0-2-4,0-1-12], [10:0-3-8,0-1-8], [11:0-3-0,0-3-0], [13:0-3-0,0-3-0] 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 0.87 Vert(LL)-0.15 13-14 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.23 13-14 >999 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.71 Horz(CT)0.07 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 13-14 >999 240 Weight: 279 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* W3,W8,W7:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-10-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-11-7 oc bracing. WEBS 1 Row at midpt 3-13, 5-12, 6-12, 6-11, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=2000/ Mechanical, (min. 0-1-8), 15=2152/0-5-8, (min. 0-2-5) Max Horiz 15=324 (LC 7) Max Uplift 9=-295 (LC 11), 15=-364 (LC 10) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2608/610, 3-4=-2140/648, 4-5=-1628/625, 5-6=-1628/625, 6-7=-2010/613, 7-8=-1945/481, 2-15=-2097/576, 8-9=-1966/481 BOT CHORD 14-15=-450/573, 14-16=-437/1942, 13-16=-437/1942, 13-17=-266/1542, 12-17=-266/1542, 12-18=-191/1438, 11-18=-191/1438, 11-19=-314/1479, 10-19=-314/1479 WEBS 3-13=-618/334, 4-13=-162/613, 4-12=-230/457, 5-12=-548/224, 6-12=-239/641, 6-11=-102/333, 7-10=-592/209, 2-14=-184/1571, 8-10=-334/1601 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 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 364 lb uplift at joint 15 and 295 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 A09 9 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:02 Page: 1 ID:K_4zQlczrhA_?DcT6hhb?IyoFb7-MlMlBDjvu4o89W1?7l7e?L1HX1Cf009pQ28QqYynuMx 912 =3x4 =6x8 =4x5 =7x10 =MT18HS 9x12 =5x6 =4x8 =1.5x4 =6x8 =5x6 =6x8 =3x6 =4x5 =2x4 1 19 15 14 16 13 17 12 18 11 10 9 2 8 73 4 65 T2 T1 T3 T2 T4 W8 W1 B1 B3B2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W7 W2 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 5-8-8 41-2-0 7-9-0 35-5-8 7-9-0 15-9-8 8-0-8 8-0-8 0-6-4 16-5-8 5-3-8 21-9-0 5-8-8 41-2-0 5-9-12 27-6-12 7-10-12 35-5-8 7-10-12 15-11-4 8-0-8 8-0-8 13 -4 -0 1-1-8 2 -10 -8 12 -11 -10 Scale = 1:73.2 Plate Offsets (X, Y):[2:Edge,0-4-4], [4:0-8-8,0-1-12], [6:0-4-8,0-1-12], [7:0-4-0,Edge], [11:0-3-0,0-3-0], [13:0-2-12,0-3-0] 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 0.67 Vert(LL)-0.08 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.29 Vert(CT)-0.14 10-11 >999 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr YES WB 0.84 Horz(CT)0.02 9 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 10-11 >999 240 Weight: 279 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* W3,W8,W7:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 3-13, 4-13, 4-12, 5-12, 6-12, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)9=1225/ Mechanical, (min. 0-1-8), 13=2007/0-5-8, (min. 0-2-2), 15=920/0-3-8, (min. 0-1-8) Max Horiz 15=324 (LC 7) Max Uplift 9=-217 (LC 11), 13=-352 (LC 10), 15=-148 (LC 10) Max Grav 9=1258 (LC 22), 13=2007 (LC 1), 15=928 (LC 21) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-842/157, 3-4=-250/204, 4-5=-502/324, 5-6=-502/324, 6-7=-1031/352, 7-8=-1190/280, 8-9=-1226/284, 2-15=-877/263 BOT CHORD 14-15=-441/525, 14-16=-217/615, 13-16=-217/615, 12-18=-59/658, 11-18=-59/658, 11-19=-153/874, 10-19=-153/874 WEBS 3-14=0/280, 3-13=-742/357, 4-13=-1466/358, 4-12=-269/1058, 5-12=-556/225, 6-12=-500/145, 6-11=-118/471, 7-11=-398/270, 7-10=-303/132, 8-10=-156/936, 2-14=-134/340 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 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 148 lb uplift at joint 15, 352 lb uplift at joint 13 and 217 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 A10 7 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:03 Page: 1 ID:KX8qYN1Ir7T94RD05qIZOTyoFab-rxw7OYjXfNw_nfbCgSetXYaVPRawlRNyfit_M_ynuMw 912 =3x4 =4x12 =5x6 =7x10 =3x6 =3x8 =3x8 =3x8 =5x8 =5x6 =4x12 =4x12 =3x8 =4x12 =4x12 =5x8 =5x6 =3x8 =3x8 =3x8 =3x6 =4x5 =5x6 =5x6 =3x4 1 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 51 5852 5953 43 54 2525548 3 24 4 23 56494546 5 22 5750 67 21 8 20 4447 9 19 10 18 11 171213141516 T2 T1 T3 T4 T5 W1 W1B1B1B2 W3 W4 W5 W6 W5 W6 W5 W4 W3 W2 W2 ST27 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST5 ST6 ST4 ST3 ST2 ST1 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 1-6-0 -1-6-0 5-11-8 21-9-0 5-11-8 27-8-8 7-9-0 35-5-8 7-9-0 15-9-8 8-0-8 8-0-8 8-0-8 43-6-0 5-9-12 27-6-12 5-9-12 21-9-0 7-10-12 35-5-8 7-10-12 15-11-4 8-0-8 8-0-8 8-0-8 43-6-0 13 -4 -0 1-1-8 12 -11 -10 Scale = 1:75.6 Plate Offsets (X, Y):[2:0-5-6,0-2-0], [4:0-3-0,0-3-0], [11:0-6-0,0-2-0], [17:0-6-0,0-2-0], [23:0-3-0,0-3-0], [25:0-0-12,0-2-0], [31:0-3-0,0-3-0], [37:0-3-0,0-3-0], [41:0-5-0,0-1-12] 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 0.53 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.63 Horz(CT)0.01 27 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight: 461 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* W3:2x4 DF Stud/Std, W1:2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Stud/Std *Except* ST18,ST15,ST13,ST12,ST9,ST19:2x4 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, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 11-17. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 41-42,26-27. WEBS 1 Row at midpt 11-37, 14-34, 17-31, 32-44, 15-45, 13-46, 36-47, 10-48, 18-55 JOINTS 1 Brace at Jt(s): 43, 44, 45, 46, 47, 48, 49, 50, 52, 53, 55, 56, 57, 58 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 41-2-0. (lb) -Max Horiz 42=329 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 28, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 42 except 27=-134 (LC 11), 29=-101 (LC 11), 41=-146 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 28, 29, 30, 31, 32, 33, 35, 36, 37, 38, 39, 40 except 27=1060 (LC 22), 34=414 (LC 1), 41=663 (LC 21), 42=446 (LC 21) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-206/250, 4-5=-144/252, 5-6=-106/301, 6-7=-85/300, 8-9=-63/296, 9-10=-25/274, 10-11=-88/289, 11-12=-63/269, 12-13=-63/269, 13-14=-63/269, 14-15=-63/269, 15-16=-63/269, 16-17=-63/270, 17-18=-58/323, 18-19=0/329, 19-20=-4/339, 21-22=-51/631, 22-23=-74/539, 23-24=-141/526, 24-25=-132/443, 2-42=-394/124 BOT CHORD 41-42=-380/525, 40-41=-230/263, 39-40=-230/263, 38-39=-230/263, 37-38=-230/263, 36-37=-287/323, 35-36=-287/323, 34-35=-287/323, 33-34=-313/314, 32-33=-313/314, 31-32=-313/314, 30-31=-394/194, 29-30=-394/194, 28-29=-394/194, 27-28=-394/194, 26-27=-160/304 WEBS 7-41=-396/94, 17-31=-270/0, 31-55=0/277, 55-56=-2/273, 56-57=0/283, 21-57=-4/265, 21-27=-755/116, 2-54=-505/418, 53-54=-495/413, 52-53=-512/423, 51-52=-517/428, 41-51=-489/397, 27-58=-720/367, 58-59=-706/359, 43-59=-688/347, 25-43=-692/350 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) zone; cantilever 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)Provide adequate drainage to prevent water ponding. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 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. Job Truss Truss Type Qty Ply A11 1 120-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:03 Page: 1 ID:Mi7hEVSrDbZ?ibEhi5nO8zyoDgg-rxw7OYjXfNw_nfbCgSetXYaXcRbXlVfyfit_M_ynuMw Continued on page 2 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 42, 37, 34, 31, 32, 33, 35, 36, 38, 39, 40, 30, 28 except (jt=lb) 41=146, 27=134, 29=101. 10)Non Standard bearing condition. Review required. 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 A11 1 120-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:03 Page: 2 ID:Mi7hEVSrDbZ?ibEhi5nO8zyoDgg-rxw7OYjXfNw_nfbCgSetXYaXcRbXlVfyfit_M_ynuMw 912 =12x12 =4x8 =8x12 =3x8 =3x6 =7x10 =12x12 =12x12 =3x6 =3x6 =12x12 =8x12 =4x5 =3x8 =12x12 =8x12 =3x8 =4x5 =5x6 =8x12 =4x5 =3x6 =4x5 =7x10 =3x6 =12x12 =7x10 =3x6 =3x8 =8x12 =4x12 =MT20HS 10x12 23142 41 40 38 36 33 31 27 26 25 2451 47 49 46 52 48 39 37 35 3432 30 29 28 222 213 5045 204 195 186 177 56 43 55 53 57 44 59 8 16 159 54 58 1410111213 T2 T1 T3 T2 T1 W1 W1B1B5B3 B2 B4 W4 W4 W9 W12 W12 W3 W5 W3 W5W8W10W8W11W8W14W15W16W15W17 W13 W13 W7W2 W2 W6 W6ST3 ST4 ST2 ST1 ST3 ST4 ST2 ST1 ST8 ST6 ST7ST5 ST6 ST7 ST5 1-6-0 -1-6-0 1-6-0 40-6-0 3-0-4 8-6-12 3-0-4 33-5-8 3-8-8 19-6-0 3-8-8 23-2-8 3-8-0 12-2-12 3-8-0 30-5-4 3-6-12 26-9-4 3-6-12 15-9-8 5-6-8 39-0-0 5-6-8 5-6-8 0-2-12 8-9-8 0-2-12 30-5-4 0-0-1 12-1-8 3-2-14 8-6-12 3-2-14 33-8-2 3-3-0 26-5-8 3-2-4 15-3-12 3-3-15 12-1-7 3-7-7 18-11-3 3-9-0 30-2-8 4-3-5 23-2-8 5-3-14 39-0-0 5-3-14 5-3-14 13 -4 -0 1-1-8 0-10-0 12 -11 -10 Scale = 1:71.1 Plate Offsets (X, Y):[7:0-9-9,Edge], [10:0-2-2,Edge], [14:Edge,0-2-13], [17:0-9-9,Edge], [24:Edge,0-8-4], [26:0-4-8,Edge], [27:0-5-0,0-4-8], [33:0-6-0,0-5-4], [35:0-6-0,Edge], [40:0-3-0,0-4-8], [42:Edge,0-10-4] 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 0.86 Vert(LL)-0.28 27-31 >997 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.93 Vert(CT)-0.48 27-31 >593 240 MT20HS 165/146 BCLL 0.0 *Rep Stress Incr YES WB 0.70 Horz(CT)0.04 24 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 26-27 >999 240 Weight: 425 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B2,B4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6:2x6 DF 1800F 1.6E or 2x6 DF SS, W9,W11,W14,W15,W16,W17,W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 38-40,36-38 5-8-4 oc bracing: 33-36. 3-9-0 oc bracing: 28-39 JOINTS 1 Brace at Jt(s): 43, 44, 48, 52, 53, 54, 58 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-5-8. except 24=0-5-8 (lb) -Max Horiz 42=-337 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 38 except 24=-214 (LC 11), 40=-1666 (LC 25), 41=-139 (LC 11), 42=-124 (LC 11) Max Grav All reactions 250 (lb) or less at joint(s) 38, 40 except 24=2222 (LC 19), 36=1973 (LC 16), 41=1490 (LC 19), 42=1504 (LC 19) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1854/134, 3-4=-1736/155, 4-5=-1521/161, 5-6=-2484/246, 6-7=-2594/291, 7-8=-2024/384, 8-9=-930/248, 9-10=-785/266, 10-11=-617/284, 11-12=-605/285, 12-13=-613/271, 13-14=-625/270, 14-15=-790/267, 15-16=-944/249, 16-17=-1973/383, 17-18=-2633/263, 18-19=-2623/247, 19-20=-2295/288, 20-21=-2651/294, 21-22=-2747/266, 2-42=-1440/215, 22-24=-2128/342 BOT CHORD 41-42=-271/512, 40-41=0/1551, 38-40=-212/423, 36-38=-210/424, 33-36=-1757/0, 31-33=0/3611, 27-31=0/3658, 26-27=-456/2237, 25-26=-363/2184, 24-25=-43/399, 37-39=0/338, 35-37=0/3197, 34-35=-288/441, 32-34=-288/441, 30-32=-288/441, 29-30=-2248/0, 28-29=-1914/0 WEBS 5-45=-64/902, 40-45=-63/899, 39-40=-382/925, 7-39=-342/1037, 26-28=0/305, 17-28=0/1175, 28-50=-587/234, 19-50=-705/297, 8-56=-1805/265, 43-56=-1776/263, 43-55=-1557/219, 53-55=-1557/219, 53-57=-1557/219, 44-57=-1557/219, 44-59=-1570/197, 16-59=-1589/197, 10-43=-80/316, 14-44=-94/254, 5-41=-1772/149, 41-46=-281/91, 40-46=-264/87, 19-25=-781/0, 28-49=-261/354, 25-49=-290/374, 35-36=-1128/0, 36-37=-1589/0, 37-38=-266/0, 33-35=0/3305, 33-34=-439/0, 30-33=-2017/0, 29-31=-338/375, 27-29=-512/0, 27-28=0/2182, 43-54=-415/120, 12-54=-412/119, 12-58=-285/134, 44-58=-286/135, 37-40=0/1424, 2-48=-106/1115, 47-48=-108/1116, 41-47=-116/1174, 25-51=-69/1839, 51-52=-65/1707, 22-52=-68/1707, 4-47=-25/275, 20-51=-31/544, 9-56=-14/259 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) zone; cantilever 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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. Job Truss Truss Type Qty Ply B01 1 120-089607T Attic Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:04 Page: 1 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-J7UVbuk9Qh2rOpAOEAA64m6dGrmBUxs5tLdXvQynuMv Continued on page 2 6)All plates are 1.5x4 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)Ceiling dead load (5.0 psf) on member(s). 7-8, 16-17, 8-56, 43-56, 43-55, 53-55, 53-57, 44-57, 44-59, 16-59 11)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 37-39, 35-37, 34-35, 30-34, 29-30, 28-29 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38 except (jt=lb) 42=123, 40=1666, 41=139, 24=214. 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 16)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B01 1 120-089607T Attic Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:04 Page: 2 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-J7UVbuk9Qh2rOpAOEAA64m6dGrmBUxs5tLdXvQynuMv 912 =4x5 =5x8 =8x12 =8x12 =7x10 =10x16 =12x12 =3x6 =7x10 =5x6 =8x12 =4x5 =5x6 =4x5 =4x8 =1.5x4 =3x4 =4x5 =5x6 =4x5 =8x12 =12x12 =3x6 =12x12 =10x16 =7x10 =8x12 =8x12 =5x8 =4x5 13135 34 33 31 29 27 25 22 20 17 16 15 14323028262423211918 122 113 104 36 37 95 867 T2 T1 T3 T2 T1 W1 W1B1B1B3 B2 B4 W4 W9 W7 W8 W7 W8 W7 W8 W7 W8 W7 W8 W7 W8 W7 W8 W7 W10 W10 W3 W5 W4W3 W5 W11 W11 W2 W2 W6 W6 1-6-0 -1-6-0 1-6-0 40-6-0 3-0-4 8-6-12 3-0-4 33-5-8 3-8-8 19-6-0 3-8-8 23-2-8 3-8-0 12-2-12 3-8-0 30-5-4 3-6-12 26-9-4 3-6-12 15-9-8 5-6-8 39-0-0 5-6-8 5-6-8 0-2-12 8-9-8 0-2-12 30-5-4 0-1-12 25-0-14 0-3-8 14-2-10 2-6-13 30-2-8 2-6-13 11-4-5 2-6-13 13-11-2 2-6-13 16-9-7 2-6-13 27-7-11 2-8-9 19-6-0 2-8-9 24-11-2 2-8-9 22-2-9 3-2-14 8-6-12 3-2-14 33-8-2 5-3-14 5-3-14 5-3-14 39-0-0 13 -4 -0 1-1-8 0-10-0 12 -11 -10 Scale = 1:71.1 Plate Offsets (X, Y):[4:0-9-9,Edge], [6:0-2-2,Edge], [8:Edge,0-2-13], [10:0-9-9,Edge], [16:0-7-0,Edge], [17:0-4-4,Edge], [28:0-2-12,0-3-0], [29:0-5-0,0-4-8], [31:0-6-0,Edge], [33:0-7-0,Edge] 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 0.71 Vert(LL)-0.58 24 >792 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.81 Vert(CT)-0.97 24 >477 240 BCLL 0.0 *Rep Stress Incr YES WB 0.64 Horz(CT)0.05 14 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.11 31-33 >999 240 Weight: 386 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B2,B4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6,W1:2x6 DF 1800F 1.6E or 2x6 DF SS, W9,W7,W5,W2:2x4 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 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 4-8-11 oc bracing. Except: 6-0-0 oc bracing: 18-32 WEBS 1 Row at midpt 36-37 JOINTS 1 Brace at Jt(s): 36, 37 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)14=2515/0-5-8, (min. 0-3-0), 35=2515/0-5-8, (min. 0-3-0) Max Horiz 35=-337 (LC 8) Max Uplift 14=-71 (LC 11), 35=-71 (LC 10) Max Grav 14=2791 (LC 19), 35=2791 (LC 18) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3438/168, 3-4=-4115/55, 4-5=-2886/262, 5-6=-811/281, 6-7=-503/309, 7-8=-503/311, 8-9=-811/281, 9-10=-2886/262, 10-11=-4115/55, 11-12=-3438/168, 2-35=-2681/265, 12-14=-2679/265 BOT CHORD 34-35=-278/571, 33-34=-1926/1259, 31-33=-2590/1174, 29-31=-641/2166, 27-29=0/4394, 25-27=0/5580, 22-25=0/5509, 20-22=0/4216, 17-20=-435/2167, 16-17=-2588/1176, 15-16=-1924/1260, 14-15=-18/344, 30-32=-308/2208, 28-30=-1432/536, 26-28=-3172/0, 24-26=-3727/0, 23-24=-3727/0, 21-23=-3157/0, 19-21=-1465/523, 18-19=-422/2209 WEBS 32-33=0/746, 4-32=0/2278, 16-18=0/746, 10-18=0/2276, 11-18=-342/502, 5-36=-2979/7, 36-37=-2804/0, 9-37=-2989/7, 31-32=0/3482, 30-31=-1171/0, 29-30=0/2836, 28-29=-815/0, 27-28=0/1671, 26-27=-451/0, 25-26=-92/797, 24-25=-306/0, 23-25=-111/812, 22-23=-464/0, 21-22=0/1757, 20-21=-771/0, 19-20=0/2881, 17-19=-1175/0, 17-18=0/3478, 6-36=-68/417, 8-37=-68/417, 11-15=-1554/0, 15-18=0/4204, 3-32=-342/502, 3-34=-1537/0, 32-34=0/4206, 7-36=-404/178, 7-37=-404/178, 2-34=-7/2415, 12-15=-7/2415 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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)Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-36, 36-37, 9-37 7)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 30-32, 28-30, 26-28, 24-26, 23-24, 21-23, 19-21, 18-19 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 35 and 71 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B02 4 120-089607T Attic Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:05 Page: 1 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-nK2tpElnB?Ai0zlaothLczfqEF8GDMmF6?M5RtynuMu 912 =4x5 =7x10 =8x12 =8x12 =7x10 =12x12 =5x8 =4x8 =3x8 =7x10 =5x6 =8x12 =4x5 =5x6 =4x5 =4x8 =1.5x4 =3x4 =4x5 =4x5 =4x5 =8x12 =4x5 =7x10 =3x8 =5x6 =4x8 =12x12 =7x10 =8x12 =7x10 =7x10 =4x12 =5x6 Special SpecialSpecialSpecialSpecialSpecial SpecialSpecialSpecial Special Special SpecialSpecialSpecialSpecialSpecialSpecialSpecial LUS24 14136 41 42 35 43 34 44 32 45 30 46 4728 48 26 49 2350 51 21 52 18 53 17 16 15 40 33 54 31 55 2956 5727 58 25 59 2460 6122 62 20 63 19 132 12 113 104 39 37 38 95 867 T2 T1 T3 T2 T1 W1 W1B1B1B3 B2 B4 W4 W9 W7 W8 W7 W8 W7 W8 W7 W8 W7 W8 W7 W8 W7 W8 W7 W10 W10 W3 W5 W4W3 W5 W11 W11 W2 W12 W13 W6 W6 1-6-0 -1-6-0 1-6-0 40-6-0 2-4-7 35-10-0 3-0-4 8-6-12 3-0-4 33-5-8 3-8-8 19-6-0 3-8-8 23-2-8 3-2-0 39-0-0 3-8-0 12-2-12 3-8-0 30-5-4 3-6-12 26-9-4 3-6-12 15-9-8 5-6-8 5-6-8 0-2-12 8-9-8 0-2-12 30-5-4 0-1-12 25-0-14 0-3-8 14-2-10 2-6-13 30-2-8 2-6-13 11-4-5 2-6-13 13-11-2 2-6-13 16-9-7 2-6-13 27-7-11 2-8-9 19-6-0 2-8-9 24-11-2 2-8-9 22-2-9 3-2-14 8-6-12 3-2-14 33-8-2 5-3-14 5-3-14 5-3-14 39-0-0 13 -4 -0 1-1-8 0-10-0 12 -11 -10 Scale = 1:71.1 Plate Offsets (X, Y):[4:0-9-9,Edge], [6:0-2-2,Edge], [8:Edge,0-2-13], [10:0-9-9,Edge], [12:0-3-8,Edge], [17:0-3-12,Edge], [18:0-3-8,0-2-0], [21:0-5-0,0-4-8], [29:0-3-0,0-3-0], [30:0-5-0,0-4-8], [31:0-3-8,0-2-0], [32:0-3-8,0-2-8], [34:0-2-12,Edge] 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 0.88 Vert(LL)-0.58 24-25 >792 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.84 Vert(CT)-0.85 24-25 >545 240 BCLL 0.0 *Rep Stress Incr NO WB 0.92 Horz(CT)0.07 15 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 17-18 >999 240 Weight: 1559 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B2,B4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6:2x6 DF 1800F 1.6E or 2x6 DF SS, W9,W7,W5,W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, W1:2x8 DF 1950F 1.7E or 2x8 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 34-35,32-34. 6-0-0 oc bracing: 19-33 JOINTS 1 Brace at Jt(s): 37, 38 REACTIONS (lb/size)15=10477/0-5-8, (min. 0-4-1), 36=7462/0-5-8, (min. 0-3-3) Max Horiz 36=-337 (LC 6) Max Uplift 15=-746 (LC 9), 36=-829 (LC 8) Max Grav 15=15279 (LC 2), 36=11917 (LC 2) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-15188/1028, 3-4=-18567/1003, 4-39=-14767/1261, 5-39=-14206/1270, 5-6=-5633/1078, 6-7=-3356/929, 7-8=-3897/895, 8-9=-5793/1034, 9-10=-15062/1234, 10-11=-19857/1010, 11-12=-17787/1009, 12-13=-3559/162, 2-36=-11201/850, 13-15=-3319/145 BOT CHORD 36-41=-340/1379, 41-42=-340/1379, 35-42=-340/1379, 35-43=-4417/209, 34-43=-4417/209, 34-44=-6979/0, 32-44=-6979/0, 32-45=-1322/4760, 30-45=-1322/4760, 30-46=-387/14129, 46-47=-387/14129, 28-47=-387/14129, 28-48=0/20032, 26-48=0/20032, 26-49=0/21886, 23-49=0/21886, 23-50=-144/18464, 50-51=-144/18464, 21-51=-144/18464, 21-52=-989/12846, 18-52=-989/12846, 18-53=-1873/11049, 17-53=-1873/11049, 16-17=-1639/10782, 15-16=-577/12798, 33-54=-571/10750, 31-54=-571/10750, 31-55=-992/5203, 29-55=-992/5203, 29-56=-7169/1744, 56-57=-7169/1744, 27-57=-7169/1744, 27-58=-10139/0, 25-58=-10139/0, 25-59=-10139/0, 24-59=-10139/0, 24-60=-9023/0, 60-61=-9023/0, 22-61=-9023/0, 22-62=-4447/0, 20-62=-4447/0, 20-63=-1828/3114, 19-63=-1828/3114 WEBS 33-34=0/3330, 4-33=0/8133, 17-19=-8/2745, 10-19=0/8071, 11-19=-2258/184, 5-37=-12133/278, 37-38=-10979/80, 9-38=-11703/321, 32-33=0/11431, 31-32=-3199/0, 30-31=0/9756, 29-30=-2126/0, 28-29=0/6150, 27-28=-1160/0, 26-27=-130/3579, 25-26=-332/0, 24-26=-896/1158, 23-24=-573/116, 22-23=-476/4453, 21-22=-1487/0, 20-21=0/7877, 18-20=-2591/0, 18-19=0/9939, 6-37=-207/1922, 8-38=-242/1472, 11-16=-5487/186, 16-19=-69/11108, 3-33=-366/2850, 3-35=-5684/71, 33-35=0/16270, 7-37=-1970/358, 7-38=-1358/406, 2-35=-642/11008, 12-16=-181/2823, 12-15=-15684/839 NOTES 1)4-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, 2x10 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 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. Job Truss Truss Type Qty Ply B03 2 420-089607T Attic Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:05 Page: 1 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-nK2tpElnB?Ai0zlaothLczfodF7oDKbF6?M5RtynuMu Continued on page 2 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 ; Lumber DOL=1.33 plate grip DOL=1.33 5)Provide adequate drainage to prevent water ponding. 6)Concentrated loads from layout are not present in Load Case(s): #3 Dead + Uninhabitable Attic Without Storage; #4 Dead + 0.6 MWFRS Wind (Pos. Internal) Left; #5 Dead + 0.6 MWFRS Wind (Pos. Internal) Right; #6 Dead + 0.6 MWFRS Wind (Neg. Internal) Left; #7 Dead + 0.6 MWFRS Wind (Neg. Internal) Right; #8 Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel; #9 Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel; #10 Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel; #11 Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel; #12 Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel; #13 Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel; #20 Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left); #21 Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right); #22 Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel); #23 Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel). 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)Ceiling dead load (5.0 psf) on member(s). 4-5, 9-10, 5-37, 37-38, 9-38 10)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 31-33, 29-31, 27-29, 25-27, 24-25, 22-24, 20-22, 19-20 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 829 lb uplift at joint 36 and 746 lb uplift at joint 15. 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)Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent at 30-7-4 from the left end to connect truss(es) FL01 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 423 lb down at 2-1-12, 423 lb down at 3-5-13, 423 lb down at 5-1-0, 423 lb down at 6-8-3, 423 lb down at 8-3-6, 423 lb down at 9-10-9, 423 lb down at 11-5-12, 423 lb down at 13-0-15, 423 lb down at 14-8-2, 423 lb down at 16-3-5, 423 lb down at 17-10-8, 423 lb down at 19-5-11, 423 lb down at 21-0-14, 423 lb down at 22-8-1, 423 lb down at 24-3-4, 423 lb down at 25-10-7, and 423 lb down at 27-5-10, and 423 lb down at 29-0-13 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 18)Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-4=-84, 4-39=-94, 5-39=-429, 5-6=-419, 6-8=-419, 14-40=-84, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-107, 17=-319, 32=-107, 26=-107, 18=-107, 35=-107, 41=-107, 42=-107, 43=-107, 44=-107, 45=-107, 46=-107, 47=-107, 48=-107, 49=-107, 50=-107, 51=-107, 52=-107, 53=-107 Trapezoidal Loads (lb/ft) Vert: 8=-419-to-9=-449 (F=-30), 9=-459 (F=-30)-to-10=-484 (F=-55), 10=-474 (F=-55)-to-11=-497 (F=-78), 11=-497 (F=-78)-to-12=-516 (F=-97), 12=-516 (F=-97)- to-13=-537 (F=-118), 13=-537 (F=-118)-to-40=-539 (F=-120) 2)Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-67, 2-4=-67, 4-39=-77, 5-39=-557, 5-6=-547, 6-8=-547, 14-40=-67, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-344, 17=-552, 32=-344, 26=-344, 18=-344, 35=-344, 41=-344, 42=-344, 43=-344, 44=-344, 45=-344, 46=-344, 47=-344, 48=-344, 49=-344, 50=-344, 51=-344, 52=-344, 53=-344 Trapezoidal Loads (lb/ft) Vert: 8=-547-to-9=-577 (F=-30), 9=-587 (F=-30)-to-10=-612 (F=-55), 10=-602 (F=-55)-to-11=-625 (F=-78), 11=-625 (F=-78)-to-12=-643 (F=-97), 12=-643 (F=-97)- to-13=-664 (F=-118), 13=-664 (F=-118)-to-40=-667 (F=-120) 3)Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=-14, 2-4=-14, 4-39=-24, 5-39=-188, 5-6=-178, 6-8=-178, 14-40=-14, 15-36=-34, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Trapezoidal Loads (lb/ft) Vert: 8=-178-to-9=-208 (F=-30), 9=-218 (F=-30)-to-10=-243 (F=-55), 10=-233 (F=-55)-to-11=-256 (F=-78), 11=-256 (F=-78)-to-12=-275 (F=-97), 12=-275 (F=-97)- to-13=-296 (F=-118), 13=-296 (F=-118)-to-40=-298 (F=-120) 4)Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=2, 2-4=-11, 4-39=-17, 5-39=65, 5-6=71, 6-8=114, 14-40=9, 15-36=-8, 19-33=-20, 5-37=-6, 37-38=-6, 9-38=-6 Horz: 1-2=-11, 2-6=3, 6-7=-41, 7-8=41, 8-13=23, 13-14=17 Trapezoidal Loads (lb/ft) Vert: 8=97-to-9=67 (F=-30), 9=61 (F=-30)-to-10=36 (F=-55), 10=42 (F=-55)-to-11=19 (F=-78), 11=19 (F=-78)-to-12=0 (F=-97), 12=0 (F=-97)-to-13=-21 (F=-118), 13=-27 (F=-118)-to-40=-29 (F=-120) 5)Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=9, 2-4=15, 4-39=9, 5-39=91, 5-6=97, 6-8=114, 14-40=2, 15-36=-8, 19-33=-20, 5-37=-6, 37-38=-6, 9-38=-6 Horz: 1-2=-17, 2-6=-23, 6-7=-41, 7-8=41, 8-13=-3, 13-14=11 Trapezoidal Loads (lb/ft) Vert: 8=71-to-9=40 (F=-30), 9=34 (F=-30)-to-10=10 (F=-55), 10=16 (F=-55)-to-11=-7 (F=-78), 11=-7 (F=-78)-to-12=-26 (F=-97), 12=-26 (F=-97)-to-13=-47 (F=-118), 13=-33 (F=-118)-to-40=-36 (F=-120) 6)Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-23, 2-4=-29, 4-39=-39, 5-39=-185, 5-6=-175, 6-8=-131, 14-40=3, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=9, 2-6=15, 6-7=-29, 7-8=29, 8-13=11, 13-14=17 Trapezoidal Loads (lb/ft) Vert: 8=-149-to-9=-179 (F=-30), 9=-189 (F=-30)-to-10=-213 (F=-55), 10=-203 (F=-55)-to-11=-226 (F=-78), 11=-226 (F=-78)-to-12=-245 (F=-97), 12=-245 (F=-97)- to-13=-266 (F=-118), 13=-260 (F=-118)-to-40=-263 (F=-120) 7)Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=3, 2-4=-3, 4-39=-13, 5-39=-159, 5-6=-149, 6-8=-131, 14-40=-23, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=-17, 2-6=-11, 6-7=-29, 7-8=29, 8-13=-15, 13-14=-9 Trapezoidal Loads (lb/ft) Vert: 8=-175-to-9=-205 (F=-30), 9=-215 (F=-30)-to-10=-240 (F=-55), 10=-230 (F=-55)-to-11=-253 (F=-78), 11=-253 (F=-78)-to-12=-271 (F=-97), 12=-271 (F=-97)- to-13=-292 (F=-118), 13=-286 (F=-118)-to-40=-289 (F=-120) Job Truss Truss Type Qty Ply B03 2 420-089607T Attic Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:05 Page: 2 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-nK2tpElnB?Ai0zlaothLczfodF7oDKbF6?M5RtynuMu Continued on page 3 8)Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=27, 2-4=32, 4-39=26, 5-39=108, 5-6=114, 6-8=97, 14-40=9, 15-36=-8, 19-33=-20, 5-37=-6, 37-38=-6, 9-38=-6 Horz: 1-2=-35, 2-6=-41, 6-7=-23, 7-8=23, 8-13=23, 13-14=17 Trapezoidal Loads (lb/ft) Vert: 8=97-to-9=67 (F=-30), 9=61 (F=-30)-to-10=36 (F=-55), 10=42 (F=-55)-to-11=19 (F=-78), 11=19 (F=-78)-to-12=0 (F=-97), 12=0 (F=-97)-to-13=-21 (F=-118), 13=-27 (F=-118)-to-40=-29 (F=-120) 9)Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=9, 2-4=15, 4-39=9, 5-39=91, 5-6=97, 6-8=97, 14-40=27, 15-36=-8, 19-33=-20, 5-37=-6, 37-38=-6, 9-38=-6 Horz: 1-2=-17, 2-6=-23, 6-7=-23, 7-8=23, 8-13=41, 13-14=35 Trapezoidal Loads (lb/ft) Vert: 8=114-to-9=84 (F=-30), 9=78 (F=-30)-to-10=54 (F=-55), 10=60 (F=-55)-to-11=37 (F=-78), 11=37 (F=-78)-to-12=18 (F=-97), 12=18 (F=-97)-to-13=-3 (F=-118), 13=-9 (F=-118)-to-40=-11 (F=-120) 10)Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=27, 2-4=32, 4-39=26, 5-39=108, 5-6=114, 6-8=97, 14-40=9, 15-36=-8, 19-33=-20, 5-37=-6, 37-38=-6, 9-38=-6 Horz: 1-2=-35, 2-6=-41, 6-7=-23, 7-8=23, 8-13=23, 13-14=17 Trapezoidal Loads (lb/ft) Vert: 8=97-to-9=67 (F=-30), 9=61 (F=-30)-to-10=36 (F=-55), 10=42 (F=-55)-to-11=19 (F=-78), 11=19 (F=-78)-to-12=0 (F=-97), 12=0 (F=-97)-to-13=-21 (F=-118), 13=-27 (F=-118)-to-40=-29 (F=-120) 11)Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=9, 2-4=15, 4-39=9, 5-39=91, 5-6=97, 6-8=97, 14-40=27, 15-36=-8, 19-33=-20, 5-37=-6, 37-38=-6, 9-38=-6 Horz: 1-2=-17, 2-6=-23, 6-7=-23, 7-8=23, 8-13=41, 13-14=35 Trapezoidal Loads (lb/ft) Vert: 8=114-to-9=84 (F=-30), 9=78 (F=-30)-to-10=54 (F=-55), 10=60 (F=-55)-to-11=37 (F=-78), 11=37 (F=-78)-to-12=18 (F=-97), 12=18 (F=-97)-to-13=-3 (F=-118), 13=-9 (F=-118)-to-40=-11 (F=-120) 12)Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=21, 2-4=15, 4-39=5, 5-39=-111, 5-6=-101, 6-8=-118, 14-40=3, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=-35, 2-6=-29, 6-7=-11, 7-8=11, 8-13=11, 13-14=17 Trapezoidal Loads (lb/ft) Vert: 8=-118-to-9=-149 (F=-30), 9=-159 (F=-30)-to-10=-183 (F=-55), 10=-173 (F=-55)-to-11=-196 (F=-78), 11=-196 (F=-78)-to-12=-215 (F=-97), 12=-215 (F=-97)- to-13=-236 (F=-118), 13=-230 (F=-118)-to-40=-232 (F=-120) 13)Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=3, 2-4=-3, 4-39=-13, 5-39=-128, 5-6=-118, 6-8=-118, 14-40=21, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=-17, 2-6=-11, 6-7=-11, 7-8=11, 8-13=29, 13-14=35 Trapezoidal Loads (lb/ft) Vert: 8=-101-to-9=-131 (F=-30), 9=-141 (F=-30)-to-10=-166 (F=-55), 10=-156 (F=-55)-to-11=-179 (F=-78), 11=-179 (F=-78)-to-12=-197 (F=-97), 12=-197 (F=-97)- to-13=-218 (F=-118), 13=-213 (F=-118)-to-40=-215 (F=-120) 14)Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-2=-14, 2-4=-14, 4-39=-24, 5-39=-393, 5-6=-383, 6-8=-383, 14-40=-14, 15-36=-14, 19-33=-114, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-423, 17=-630, 32=-423, 26=-423, 18=-423, 35=-423, 41=-423, 42=-423, 43=-423, 44=-423, 45=-423, 46=-423, 47=-423, 48=-423, 49=-423, 50=-423, 51=-423, 52=-423, 53=-423 Trapezoidal Loads (lb/ft) Vert: 8=-383-to-9=-413 (F=-30), 9=-423 (F=-30)-to-10=-448 (F=-55), 10=-438 (F=-55)-to-11=-461 (F=-78), 11=-461 (F=-78)-to-12=-480 (F=-97), 12=-480 (F=-97)- to-13=-501 (F=-118), 13=-501 (F=-118)-to-40=-503 (F=-120) 15)Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 1-2=-14, 2-4=-14, 4-39=-24, 5-39=-393, 5-6=-383, 6-8=-383, 14-40=-14, 15-36=-14, 19-33=-114, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-423, 17=-630, 32=-423, 26=-423, 18=-423, 35=-423, 41=-423, 42=-423, 43=-423, 44=-423, 45=-423, 46=-423, 47=-423, 48=-423, 49=-423, 50=-423, 51=-423, 52=-423, 53=-423 Trapezoidal Loads (lb/ft) Vert: 8=-383-to-9=-413 (F=-30), 9=-423 (F=-30)-to-10=-448 (F=-55), 10=-438 (F=-55)-to-11=-461 (F=-78), 11=-461 (F=-78)-to-12=-480 (F=-97), 12=-480 (F=-97)- to-13=-501 (F=-118), 13=-501 (F=-118)-to-40=-503 (F=-120) 16)Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-73, 2-4=-78, 4-39=-88, 5-39=-605, 5-6=-595, 6-8=-563, 14-40=-54, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=7, 2-6=11, 6-7=-22, 7-8=22, 8-13=9, 13-14=13 Trapezoidal Loads (lb/ft) Vert: 8=-576-to-9=-606 (F=-30), 9=-616 (F=-30)-to-10=-641 (F=-55), 10=-631 (F=-55)-to-11=-654 (F=-78), 11=-654 (F=-78)-to-12=-673 (F=-97), 12=-673 (F=-97)- to-13=-694 (F=-118), 13=-689 (F=-118)-to-40=-691 (F=-120) 17)Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-54, 2-4=-58, 4-39=-68, 5-39=-586, 5-6=-576, 6-8=-563, 14-40=-73, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=-13, 2-6=-9, 6-7=-22, 7-8=22, 8-13=-11, 13-14=-7 Trapezoidal Loads (lb/ft) Vert: 8=-595-to-9=-626 (F=-30), 9=-636 (F=-30)-to-10=-660 (F=-55), 10=-650 (F=-55)-to-11=-673 (F=-78), 11=-673 (F=-78)-to-12=-692 (F=-97), 12=-692 (F=-97)- to-13=-713 (F=-118), 13=-709 (F=-118)-to-40=-711 (F=-120) 18)Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (lb/ft) Vert: 1-2=-40, 2-4=-45, 4-39=-55, 5-39=-550, 5-6=-540, 6-8=-553, 14-40=-54, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=-26, 2-6=-22, 6-7=-9, 7-8=9, 8-13=9, 13-14=13 Trapezoidal Loads (lb/ft) Vert: 8=-553-to-9=-584 (F=-30), 9=-594 (F=-30)-to-10=-618 (F=-55), 10=-608 (F=-55)-to-11=-631 (F=-78), 11=-631 (F=-78)-to-12=-650 (F=-97), 12=-650 (F=-97)- to-13=-671 (F=-118), 13=-667 (F=-118)-to-40=-669 (F=-120) 19)Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Job Truss Truss Type Qty Ply B03 2 420-089607T Attic Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:05 Page: 3 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-nK2tpElnB?Ai0zlaothLczfodF7oDKbF6?M5RtynuMu Continued on page 4 Uniform Loads (lb/ft) Vert: 1-2=-54, 2-4=-58, 4-39=-68, 5-39=-563, 5-6=-553, 6-8=-553, 14-40=-40, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Horz: 1-2=-13, 2-6=-9, 6-7=-9, 7-8=9, 8-13=22, 13-14=26 Trapezoidal Loads (lb/ft) Vert: 8=-540-to-9=-570 (F=-30), 9=-580 (F=-30)-to-10=-605 (F=-55), 10=-595 (F=-55)-to-11=-618 (F=-78), 11=-618 (F=-78)-to-12=-637 (F=-97), 12=-637 (F=-97)- to-13=-658 (F=-118), 13=-653 (F=-118)-to-40=-656 (F=-120) 20)1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-4=-84, 4-39=-94, 5-39=-429, 5-6=-419, 6-8=-419, 14-40=-14, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-107, 17=-319, 32=-107, 26=-107, 18=-107, 35=-107, 41=-107, 42=-107, 43=-107, 44=-107, 45=-107, 46=-107, 47=-107, 48=-107, 49=-107, 50=-107, 51=-107, 52=-107, 53=-107 Trapezoidal Loads (lb/ft) Vert: 8=-349-to-9=-379 (F=-30), 9=-389 (F=-30)-to-10=-414 (F=-55), 10=-404 (F=-55)-to-11=-427 (F=-78), 11=-427 (F=-78)-to-12=-446 (F=-97), 12=-446 (F=-97)- to-13=-467 (F=-118), 13=-467 (F=-118)-to-40=-469 (F=-120) 21)2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-14, 2-4=-14, 4-39=-24, 5-39=-359, 5-6=-349, 6-8=-419, 14-40=-84, 15-36=-14, 19-33=-34, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-107, 17=-319, 32=-107, 26=-107, 18=-107, 35=-107, 41=-107, 42=-107, 43=-107, 44=-107, 45=-107, 46=-107, 47=-107, 48=-107, 49=-107, 50=-107, 51=-107, 52=-107, 53=-107 Trapezoidal Loads (lb/ft) Vert: 8=-419-to-9=-449 (F=-30), 9=-459 (F=-30)-to-10=-484 (F=-55), 10=-474 (F=-55)-to-11=-497 (F=-78), 11=-497 (F=-78)-to-12=-516 (F=-97), 12=-516 (F=-97)- to-13=-537 (F=-118), 13=-537 (F=-118)-to-40=-539 (F=-120) 22)3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-67, 2-4=-67, 4-39=-77, 5-39=-557, 5-6=-547, 6-8=-547, 14-40=-14, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-344, 17=-552, 32=-344, 26=-344, 18=-344, 35=-344, 41=-344, 42=-344, 43=-344, 44=-344, 45=-344, 46=-344, 47=-344, 48=-344, 49=-344, 50=-344, 51=-344, 52=-344, 53=-344 Trapezoidal Loads (lb/ft) Vert: 8=-494-to-9=-525 (F=-30), 9=-535 (F=-30)-to-10=-559 (F=-55), 10=-549 (F=-55)-to-11=-572 (F=-78), 11=-572 (F=-78)-to-12=-591 (F=-97), 12=-591 (F=-97)- to-13=-612 (F=-118), 13=-612 (F=-118)-to-40=-614 (F=-120) 23)4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-14, 2-4=-14, 4-39=-24, 5-39=-504, 5-6=-494, 6-8=-547, 14-40=-67, 15-36=-14, 19-33=-94, 5-37=-10, 37-38=-10, 9-38=-10 Concentrated Loads (lb) Vert: 34=-344, 17=-552, 32=-344, 26=-344, 18=-344, 35=-344, 41=-344, 42=-344, 43=-344, 44=-344, 45=-344, 46=-344, 47=-344, 48=-344, 49=-344, 50=-344, 51=-344, 52=-344, 53=-344 Trapezoidal Loads (lb/ft) Vert: 8=-547-to-9=-577 (F=-30), 9=-587 (F=-30)-to-10=-612 (F=-55), 10=-602 (F=-55)-to-11=-625 (F=-78), 11=-625 (F=-78)-to-12=-643 (F=-97), 12=-643 (F=-97)- to-13=-664 (F=-118), 13=-664 (F=-118)-to-40=-667 (F=-120) Job Truss Truss Type Qty Ply B03 2 420-089607T Attic Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:05 Page: 4 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-nK2tpElnB?Ai0zlaothLczfodF7oDKbF6?M5RtynuMu 912 =3x4 =4x8 =5x6 =8x12 =3x6 =12x12 =5x6 =7x10 =8x12 =3x4 =5x6 =4x8 =8x12 =3x6 =7x10 =3x6 =12x12 =8x12 =4x8 =3x4 LUS24SpecialSpecialSpecial SpecialSpecial 1 32 31 30 36 37 28 38 39 25 23 21 18 17 16 15 14294041 27 42 43 26 24 22 20 19 2 13 123 4 11 35 33 34 5 10 6 7 98 T2 T1 T3 T2 T4 W1W1B1B5B3 B2 B4 W4 W4 W7 W11 W11 W6 W9 W10 W8 W10 W8 W10 W8 W10 W8 W13 W2 W3 W3 W8 W12 W12 W2 W5 W5 0-6-4 12-9-0 1-6-0 -1-6-0 3-8-8 19-6-0 3-8-8 23-2-8 3-3-4 8-6-12 3-3-4 33-8-8 3-0-8 15-9-8 3-8-0 30-5-4 3-8-0 12-2-12 3-6-12 26-9-4 5-3-8 39-0-0 5-3-8 5-3-8 0-2-12 30-5-4 0-2-12 8-9-8 0-1-12 12-9-0 0-10-6 33-11-2 2-7-8 33-0-12 2-11-13 30-2-8 3-5-14 8-6-12 3-7-7 19-11-13 3-7-7 23-7-4 3-7-7 16-4-7 3-7-7 27-2-11 3-9-12 12-7-4 5-0-14 39-0-0 5-0-14 5-0-14 13 -4 -0 1-1-8 0-10-0 12 -11 -10 Scale = 1:68.9 Plate Offsets (X, Y):[6:0-3-0,0-3-0], [7:0-2-2,Edge], [9:Edge,0-2-13], [17:0-6-0,Edge], [18:0-5-0,0-4-8], [24:0-3-0,0-3-0], [28:0-5-0,0-4-8], [30:0-6-0,Edge] 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)-0.11 30-31 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.15 30-31 >964 240 BCLL 0.0 *Rep Stress Incr NO WB 0.67 Horz(CT)0.03 14 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 30-31 >999 240 Weight: 377 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2:2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B2,B4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5,W1:2x6 DF 1800F 1.6E or 2x6 DF SS, W7:2x4 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 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-28. 10-0-0 oc bracing: 19-29 JOINTS 1 Brace at Jt(s): 33, 34 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-9-0. except 32=0-5-8, 14=0-5-8, 16=0-3-8 (lb) -Max Horiz 32=325 (LC 5) Max Uplift All uplift 100 (lb) or less at joint(s) 25 except 14=-238 (LC 8), 16=-110 (LC 8), 17=-535 (LC 20), 28=-221 (LC 8), 32=-309 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) except 14=1315 (LC 1), 16=509 (LC 1), 17=454 (LC 7), 18=500 (LC 14), 21=464 (LC 14), 23=443 (LC 14), 25=527 (LC 14), 28=1652 (LC 22), 32=1777 (LC 1) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2023/327, 3-4=-1813/336, 4-5=-1641/345, 5-6=-1018/141, 6-7=-911/162, 7-8=-704/172, 8-9=-692/214, 9-10=-974/182, 10-11=-1679/387, 11-12=-1699/446, 12-13=-1587/324, 13-14=-1230/246, 2-32=-1732/334 BOT CHORD 31-32=-328/386, 30-31=-384/1537, 30-36=-358/1543, 36-37=-358/1543, 28-37=-358/1543, 28-38=-402/311, 38-39=-402/311, 25-39=-402/311, 23-25=-110/563, 21-23=-185/889, 18-21=-172/905, 17-18=-173/1226, 16-17=-223/1224, 15-16=-223/1224, 29-40=-524/1645, 40-41=-524/1645, 27-41=-524/1645, 27-42=-209/750, 42-43=-209/750, 26-43=-209/750, 24-26=-79/326, 22-24=-79/326, 20-22=-102/425, 19-20=-115/408 WEBS 3-30=-389/260, 17-19=-494/343, 11-19=-539/302, 5-35=-642/363, 33-35=-625/354, 33-34=-571/365, 10-34=-722/431, 7-33=-65/264, 9-34=-79/334, 28-29=-1970/646, 25-27=-323/853, 25-26=-406/0, 23-26=-133/433, 23-24=-423/0, 21-22=-413/0, 18-20=-417/0, 18-19=-331/11, 13-15=-212/979, 12-15=-581/171, 27-28=-622/0, 8-33=-290/151, 8-34=-344/157, 2-31=-114/1372 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 ; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Ceiling dead load (5.0 psf) on member(s). 4-5, 10-11, 5-35, 33-35, 33-34, 10-34 8)Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 27-29, 26-27, 24-26, 22-24, 20-22, 19-20 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 32=309, 28=221, 17=534, 14=238, 16=109. Job Truss Truss Type Qty Ply B04 1 120-089607T Attic Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:06 Page: 1 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-FWcG0amPyIIZe7KnMbCa9BC5feYiyrlOLf6ezJynuMt Continued on page 2 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. 12)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 8-9-8 from the left end to connect truss(es) FL05 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down at 10-2-12, 126 lb down at 11-9-15, 126 lb down at 13-5-2, and 126 lb down at 15-0-5, and 126 lb down at 16-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15)Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 2-4=-84, 4-5=-94, 5-7=-84, 7-9=-84, 9-10=-84, 10-11=-94, 11-13=-84, 14-32=-14, 19-29=-34, 5-35=-10, 33-35=-10, 33-34=-10, 10-34=-10 Concentrated Loads (lb) Vert: 30=-287, 25=-26, 36=-26, 37=-26, 38=-26, 39=-26 Job Truss Truss Type Qty Ply B04 1 120-089607T Attic Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:06 Page: 2 ID:xdPKMtdj3QdWuLiRh5kRVEyoCAw-FWcG0amPyIIZe7KnMbCa9BC5feYiyrlOLf6ezJynuMt 912 =3x8 =7x10 =7x10 =5x6 =8x12 =5x8 =12x12 =8x12 =6x8 =12x12 =12x12 =1.5x4 =MT18HS 9x12 =7x10 =3x6 =MT20HS 10x12 =4x5 =6x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 LUS24SpecialSpecialSpecialSpecialSpecial 18 19 20 17 21 22 16 23 15 2425 26 1427 2829 13 30 31 3212 33 11 34 35 10 1 92 3 8 4 5 76 T2 T1 T3 T4 W1 W16 B1 B3B2 W3 W4 W9 W10 W9 W11 W12 W13 W14 W2 W15 W5 W8W7 W6 3-1-12 23-2-8 2-7-8 12-8-4 3-1-4 15-9-8 4-3-4 20-0-12 3-10-2 10-0-12 4-10-4 28-0-12 6-2-10 6-2-10 5-1-12 33-2-8 0-3-8 33-2-8 0-5-8 12-11-0 2-4-12 12-5-8 3-0-4 15-11-4 3-10-2 10-0-12 4-0-0 24-0-12 4-0-0 28-0-12 4-1-8 20-0-12 4-10-4 32-11-0 6-2-10 6-2-10 1-1-8 5 -5 -10 12 -11 -10 Scale = 1:68.2 Plate Offsets (X, Y):[2:0-2-8,0-3-0], [5:0-6-0,0-2-0], [7:0-10-0,0-2-12], [9:Edge,0-4-4], [11:0-5-12,0-5-0], [12:0-3-8,0-4-12], [14:0-3-8,Edge], [15:0-4-0,Edge], [16:0-3-8,0-4-0], [17:0-3-8,0-4-12] 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 0.78 Vert(LL)-0.14 10-11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.78 Vert(CT)-0.19 10-11 >999 240 MT18HS 220/195 BCLL 0.0 *Rep Stress Incr NO WB 0.83 Horz(CT)0.04 10 n/a n/a MT20HS 165/146 BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 10-11 >999 240 Weight: 662 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W4,W2:2x4 DF Stud/Std, W1,W7:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-14, 6-13, 7-13, 9-10, 4-15 REACTIONS (lb/size)10=11657/0-3-8, (min. 0-1-15), 15=13549/0-5-8, (min. 0-2-4), 18=5094/0-5-8, (min. 0-1-8) Max Horiz 18=305 (LC 8) Max Uplift 10=-1768 (LC 9), 15=-2478 (LC 8), 18=-832 (LC 9) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5373/897, 2-3=-3178/578, 3-4=-1666/329, 4-5=-4142/752, 5-6=-4845/884, 6-7=-4845/884, 7-8=-6615/1146, 8-9=-6728/1052, 1-18=-3798/632, 9-10=-9540/1464 BOT CHORD 18-19=-583/1401, 19-20=-583/1401, 17-20=-583/1401, 17-21=-858/4139, 21-22=-858/4139, 16-22=-858/4139, 16-23=-488/2455, 15-23=-488/2455, 15-24=-241/1306, 24-25=-241/1306, 25-26=-241/1306, 14-26=-241/1306, 14-27=-515/3196, 27-28=-515/3196, 28-29=-515/3196, 13-29=-515/3196, 13-30=-722/4914, 30-31=-722/4914, 31-32=-722/4914, 12-32=-722/4914, 12-33=-765/5286, 11-33=-765/5286 WEBS 2-17=-615/3288, 2-16=-2949/739, 5-14=-2710/444, 5-13=-849/5131, 6-13=-280/163, 7-13=-322/151, 7-12=-726/3835, 8-12=-306/238, 8-11=-347/157, 1-17=-511/2804, 9-11=-1074/7480, 3-16=-999/4320, 4-14=-982/6398, 4-15=-7860/1238, 3-15=-3851/959 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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 ; Lumber DOL=1.33 plate grip DOL=1.33 5)Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 9)Bearing at joint(s) 18, 15, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 832 lb uplift at joint 18, 2478 lb uplift at joint 15 and 1768 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. Job Truss Truss Type Qty Ply B06 1 220-089607T Piggyback Base Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:07 Page: 1 ID:6L9HowK_ypccaHdp3aFQukyoFaC-jiAeEwm1jcQQFHvzvIjpiOk9h2qChGWYZJrBVlynuMs Continued on page 2 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 14-0-12 to connect truss(es) A10 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 14)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 16-0-12 from the left end to 32-0-12 to connect truss(es) A09 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 15)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 8-8-12 from the left end to connect truss(es) FL05 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down at 13-5-2, and 126 lb down at 15-0-5, and 126 lb down at 16-5-12 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, 5-7=-84, 7-9=-84, 10-18=-14 Concentrated Loads (lb) Vert: 17=-1244, 16=-1270, 14=-1986, 13=-1986, 12=-1986, 11=-1986, 19=-1244, 20=-1244, 21=-1244, 22=-371, 23=-1270, 24=-26, 25=-1244, 26=-26, 27=-26, 28=-1986, 31=-1986, 33=-1986, 34=-1986, 35=-1986 Job Truss Truss Type Qty Ply B06 1 220-089607T Piggyback Base Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:07 Page: 2 ID:6L9HowK_ypccaHdp3aFQukyoFaC-jiAeEwm1jcQQFHvzvIjpiOk9h2qChGWYZJrBVlynuMs 912 =4x8 =3x8 =12x12 =5x6 =12x12 =3x4 =1.5x4 =8x12 =7x10 =3x4 =1.5x4 =5x8 =12x12 =3x8 =2x4 =2x4 =3x8 =1.5x4 =3x6 =7x10 =2x4 =1.5x4 =5x6 =2x4 =3x4 =3x4 =3x8 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 LUS24 LUS24 LUS24 21 27 20 28 19 29 18 30 17 16 15 14 13 31 32 33 12 1 23 22 26 1124 2 25 10 3 9 4 8 5 7 6 T2 T1 T3 T4 W1 B1 B3B2 W3 W6 W7 W8 W9 W2 W10 W11 W5 W4 W6 HW2 ST3 ST4 ST2 ST1 ST5 ST6 ST7 3-9-8 22-4-4 4-0-12 4-0-12 4-3-6 14-3-6 4-3-6 18-6-12 5-11-4 10-0-0 6-7-4 28-11-8 2-8-4 12-8-4 2-11-4 10-0-0 3-0-0 7-0-12 3-9-8 22-4-4 4-0-12 4-0-12 5-10-8 18-6-12 6-7-4 28-11-8 1-1-8 0 -9 -15 11 -10 -0 Scale = 1:60.7 Plate Offsets (X, Y):[2:0-2-12,0-3-0], [6:0-9-0,0-2-0], [10:0-3-0,0-3-0], [12:0-4-1,0-2-4], [14:0-5-0,0-4-8], [18:0-5-0,0-4-8] 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 0.36 Vert(LL)-0.07 19-20 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.09 19-20 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.71 Horz(CT)0.01 17 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 19-20 >999 240 Weight: 541 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W2,W10,W11,W4:2x4 DF Stud/Std, W1:2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Stud/Std *Except* ST3,ST2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Right 2x4 DF Stud/Std -- 4-0-8 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-17 JOINTS 1 Brace at Jt(s): 22, 24, 25, 26 REACTIONS All bearings 9-11-8. except 21=0-5-8, 12=0-5-8, 13=0-3-8 (lb) -Max Horiz 21=-296 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) except 12=-365 (LC 28), 13=-362 (LC 26), 14=-345 (LC 19), 15=-146 (LC 9), 16=-334 (LC 20), 17=-1890 (LC 8), 21=-810 (LC 9) Max Grav All reactions 250 (lb) or less at joint(s) 13, 16 except 12=365 (LC 16), 14=332 (LC 16), 15=431 (LC 20), 17=10424 (LC 1), 21=5074 (LC 1) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5157/851, 2-3=-3119/596, 3-4=-2831/606, 4-5=-322/1653, 5-6=-303/1737, 6-7=-253/1469, 7-8=-226/1466, 8-9=-203/1025, 9-10=-265/998, 10-11=-352/686, 11-12=-515/656, 1-21=-3907/640 BOT CHORD 21-27=-402/910, 20-27=-402/910, 20-28=-766/4017, 19-28=-766/4017, 19-29=-195/521, 18-29=-195/521, 18-30=-195/521, 17-30=-195/521, 16-17=-812/282, 15-16=-812/282, 14-15=-812/282, 13-14=-516/246, 13-31=-511/246, 31-32=-511/246, 32-33=-511/246, 12-33=-511/246 WEBS 2-20=-475/3000, 4-18=-396/2619, 4-23=-5888/1149, 17-23=-5914/1195, 6-17=-1261/168, 17-22=-738/289, 22-25=-742/295, 8-25=-719/283, 1-20=-503/3235, 14-26=-786/399, 10-26=-801/405, 10-13=-180/530, 19-24=-990/5600, 4-24=-1023/5477, 2-19=-2704/592, 8-14=-212/711, 6-22=-762/128, 16-22=-763/124 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-6-0 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 ; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6)Gable studs spaced at 2-0-0 oc. Job Truss Truss Type Qty Ply C01 1 220-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:08 Page: 1 ID:OHAyzpUfdodjHka9hvBPeGyoDXc-Bvj0RGnfUwYHtRU9T0E2EcHR_SEyQkehozbl2BynuMr Continued on page 2 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 810 lb uplift at joint 21, 1890 lb uplift at joint 17, 365 lb uplift at joint 12, 344 lb uplift at joint 14, 333 lb uplift at joint 16, 146 lb uplift at joint 15 and 362 lb uplift at joint 13. 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)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 12-0-12 to connect truss(es) A02 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 12)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 24-0-12 from the left end to 28-0-12 to connect truss(es) A05 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-84, 6-12=-84, 12-21=-14 Concentrated Loads (lb) Vert: 20=-2080, 18=-2080, 27=-2080, 28=-2080, 29=-2080, 30=-2080, 31=-21, 32=-21, 33=-22 Job Truss Truss Type Qty Ply C01 1 220-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:08 Page: 2 ID:OHAyzpUfdodjHka9hvBPeGyoDXc-Bvj0RGnfUwYHtRU9T0E2EcHR_SEyQkehozbl2BynuMr 912 =2x4 =3x4 =3x4 =5x6 =4x5 =3x4 =2x4 =3x4 1 1730 29 28 27 26 25 24 23 22 21 20 19 18 2 16 153 4 14 135 126 7 11 8 10 9 W1 T2 T1 T1 T2 W1 B1B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 1-6-0 -1-6-0 1-6-0 25-6-0 12-0-0 24-0-0 12-0-0 12-0-0 24-0-0 10 -5 -14 1-1-8 10 -1 -8 Scale = 1:48.4 Plate Offsets (X, Y):[24:0-3-0,0-3-0] 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 0.36 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 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-R Weight: 162 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 *Except* ST6,ST5:2x4 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-24, 8-25, 10-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 24-0-0. (lb) -Max Horiz 30=-266 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 21, 22, 23, 25, 26, 27, 28 except 18=-116 (LC 7), 19=-160 (LC 11), 29=-173 (LC 10), 30=-148 (LC 6) Max Grav All reactions 250 (lb) or less at joint(s) 19, 20, 21, 22, 23, 25, 26, 27, 28, 29 except 18=276 (LC 22), 24=314 (LC 20), 30=293 (LC 18) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-30=-255/122, 7-8=-222/267, 8-9=-277/331, 9-10=-277/331, 10-11=-222/267, 16-18=-255/115 WEBS 9-24=-320/224 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) zone; cantilever 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 25, 26, 27, 28, 23, 22, 21, 20 except (jt=lb) 30=147, 18=115, 29=173, 19=160. 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 D01 1 120-089607T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:09 Page: 1 ID:eb7O8ryAHefwkQxUHoKhXYyoCIE-f5HOfcoIFDg8Vb3M1jlHnpqcksgc9Knr1dKIaeynuMq 912 =2x4 =6x8 =5x6 =4x8 =6x8 =2x4 11114 13 12181519162017 102 93 84 75 6 T1 T1 W1 W1 B1 W3 W2 W2 ST3 ST2 ST1 ST3 ST2 ST1 1-6-0 16-11-6 1-6-0 -1-6-0 7-8-11 7-8-11 7-8-11 15-5-6 7-8-11 7-8-11 7-8-11 15-5-6 7 -3 -6 1-1-8 6 -11 -0 Scale = 1:35 Plate Offsets (X, Y):[2:Edge,0-4-4], [10:Edge,0-4-4] 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 0.53 Vert(LL)-0.06 13-14 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT)-0.10 13-14 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.37 Horz(CT)0.01 12 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 13 >999 240 Weight: 106 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* W3:2x4 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. JOINTS 1 Brace at Jt(s): 15, 16, 18, 19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)12=888/0-3-8, (min. 0-1-8), 14=888/0-3-8, (min. 0-1-8) Max Horiz 14=182 (LC 9) Max Uplift 12=-171 (LC 11), 14=-171 (LC 10) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-771/139, 3-4=-622/116, 4-5=-615/178, 5-6=-510/194, 6-7=-510/194, 7-8=-615/178, 8-9=-622/117, 9-10=-771/140, 2-14=-836/283, 10-12=-836/283 BOT CHORD 13-14=-282/466, 12-13=-164/351 WEBS 6-13=-40/263, 2-17=-113/261, 16-17=-110/257, 15-16=-115/264, 13-15=-121/273, 13-18=-129/278, 18-19=-123/269, 19-20=-118/262, 10-20=-121/267 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) zone; cantilever 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 171 lb uplift at joint 14 and 171 lb uplift at joint 12. 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 E01 1 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:09 Page: 1 ID:jGA8maHVUuiXSmfA0hwkGuyoDaS-f5HOfcoIFDg8Vb3M1jlHnpqZ5sdo9HBr1dKIaeynuMq 912 =2x4 =5x6 =5x6 =4x8 =5x6 =2x4 518 7 6 42 3 T1 T1 W1 W1 B1 W3 W2 W2 1-6-0 16-11-6 1-6-0 -1-6-0 7-8-11 7-8-11 7-8-11 15-5-6 7-8-11 7-8-11 7-8-11 15-5-6 7 -3 -6 1-1-8 6 -11 -0 Scale = 1:35 Plate Offsets (X, Y):[2:Edge,0-3-8], [4:Edge,0-3-8] 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 0.65 Vert(LL)-0.06 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT)-0.10 7-8 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.13 Horz(CT)0.01 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 7 >999 240 Weight: 83 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* W3:2x4 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=888/0-3-8, (min. 0-1-8), 8=888/0-3-8, (min. 0-1-8) Max Horiz 8=182 (LC 9) Max Uplift 6=-171 (LC 11), 8=-171 (LC 10) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-774/177, 3-4=-774/177, 2-8=-841/285, 4-6=-841/285 BOT CHORD 7-8=-347/537, 6-7=-228/421 WEBS 3-7=0/268, 2-7=-163/327, 4-7=-164/331 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)The Fabrication Tolerance at joint 2 = 4%, joint 4 = 4% 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 171 lb uplift at joint 8 and 171 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 E02 1 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:09 Page: 1 ID:x6XZgzxVO5r8FsF1aayxpiyoDcA-f5HOfcoIFDg8Vb3M1jlHnpqXDsdd9Kyr1dKIaeynuMq 912 =2x4 =6x8 =4x8 =6x8 =3x6 =3x6 =3x6 =3x6 =3x6 1 6 5 4 2 3 T1 T2 W1 B1 B2 W3 W2 HW2 1-6-0 -1-6-0 7-8-11 7-8-11 8-3-9 16-0-4 7-10-7 7-10-7 8-1-13 16-0-4 7 -3 -6 1-1-8 0-8-5 6 -11 -0 Scale = 1:35.3 Plate Offsets (X, Y):[2:0-3-8,Edge], [3:0-4-15,0-2-0], [4:0-3-0,0-2-2], [5:0-2-12,0-3-4] 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)-0.09 4-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(CT)-0.15 4-5 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.12 Horz(CT)0.01 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 4-5 >999 240 Weight: 85 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* W3:2x4 DF Stud/Std SLIDER Left 2x4 DF or DF-N No.1&Btr or 1800F 1.6E -- 10-2-9 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)4=770/0-5-8, (min. 0-1-8), 6=931/0-3-8, (min. 0-1-8) Max Horiz 6=183 (LC 9) Max Uplift 4=-134 (LC 11), 6=-177 (LC 10) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-847/200, 3-4=-821/171, 2-6=-889/301 BOT CHORD 5-6=-323/493, 4-5=-36/520 WEBS 3-5=0/286, 2-5=-126/293 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) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)The Fabrication Tolerance at joint 2 = 12% 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 134 lb uplift at joint 4 and 177 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 E03 1 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:09 Page: 1 ID:KKaZTxy3iuWnQF_HnMUiUPyoDdS-f5HOfcoIFDg8Vb3M1jlHnpqY_sd99L6r1dKIaeynuMq 912 =2x4 =3x6 =4x5 =3x6 =2x4 1 17 16 15 14 13 12 11 102 93 84 5 7 6 W1 T1 T2 W1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 1-6-0 -1-6-0 6-6-0 6-6-0 6-6-0 13-0-0 13-0-0 6 -4 -6 1-1-8 6 -0 -0 Scale = 1:32 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 0.24 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 0.11 Horz(CT)0.00 11 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-R Weight: 72 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 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 13-0-0. (lb) -Max Horiz 17=147 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 13, 15, 17 except 12=-149 (LC 11), 16=-133 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 11, 13, 14, 15, 16 except 12=273 (LC 18), 17=307 (LC 1) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-229/261 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) zone; cantilever 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 17, 11, 15, 13 except (jt=lb) 16=132, 12=149. 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 F01 1 120-089607T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:SIpd3liufRslP1tE2Scn7zyoDdn-f5HOfcoIFDg8Vb3M1jlHnpqedsh39LGr1dKIaeynuMq 912 =2x4 =6x8 =5x6 =4x8 =6x8 =2x4 1 7 6 5 42 3 T1 T2 W1 W1 B1 W3 W2 W2 1-6-0 -1-6-0 6-6-0 6-6-0 6-6-0 13-0-0 6-6-0 6-6-0 6-6-0 13-0-0 6 -4 -6 1-1-8 6 -0 -0 Scale = 1:31.6 Plate Offsets (X, Y):[2:Edge,0-4-4], [4:Edge,0-4-4] 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 0.90 Vert(LL)-0.03 6-7 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.05 6-7 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.10 Horz(CT)0.00 5 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 6-7 >999 240 Weight: 68 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)5=613/0-5-8, (min. 0-1-8), 7=778/0-5-8, (min. 0-1-8) Max Horiz 7=147 (LC 9) Max Uplift 5=-102 (LC 11), 7=-151 (LC 10) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-644/157, 3-4=-632/149, 2-7=-738/266, 4-5=-572/166 BOT CHORD 6-7=-257/339 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) zone; cantilever 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 151 lb uplift at joint 7 and 102 lb uplift at joint 5. 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 F02 1 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:DZmDAgbFmgk1qehW03xgG4yoDdw-7Hrmsypw0Xo?6keYbRGWJ1Me3G?7unf_GH4r64ynuMp =3x4 =5x6 =1.5x4 =4x12 =5x6 =2x4 LUS24 LUS24 LUS24 LUS24 LUS24 6 5 4 1 7 8 9 2 10 11 3 W1 T1 B1 W2 W3 4-6-14 4-6-10 10-0-0 10-0-0 1-1-8 1-1-8 Scale = 1:21.9 Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL)-0.07 5 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT)-0.16 5 >747 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.00 4 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 42 lb FT = 10% 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=641/ Mechanical, (min. 0-1-8), 6=687/ Mechanical, (min. 0-1-8) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-633/0, 3-4=-586/0, 1-7=-2021/0, 7-8=-2021/0, 8-9=-2021/0, 2-9=-2021/0, 2-10=-2021/0, 10-11=-2021/0, 3-11=-2021/0 BOT CHORD 5-6=0/268, 4-5=0/266 WEBS 2-5=-634/0, 1-5=0/1779, 3-5=0/1781 NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 8-6-12 to connect truss(es) M01 (1 ply 2x4 DF or DF-N) to front face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (lb/ft) Vert: 4-6=-8, 1-3=-80 Concentrated Loads (lb) Vert: 7=-99, 8=-94, 9=-94, 10=-94, 11=-94 Job Truss Truss Type Qty Ply FL01 1 120-089607T Floor Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:dnv7c2pMKnFQp5smutVSDkyodAA-7Hrmsypw0Xo?6keYbRGWJ1MlSG_Luki_GH4r64ynuMp =1.5x4 =3x4 =3x4 =1.5x4 =3x6 =3x4 =3x4 =1.5x4 8 7 6 1 2 3 4 5 W3W1 T1 B1 W2 2-1-8 2-6-0 10-0-0 10-0-0 1-1-8 1-1-8 Scale = 1:21.9 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL)-0.04 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)-0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 45 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) 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=434/ Mechanical, (min. 0-1-8), 8=434/ Mechanical, (min. 0-1-8) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1125/0, 3-4=-1125/0 BOT CHORD 7-8=0/770, 6-7=0/859 WEBS 4-6=-922/0, 4-7=0/285, 2-7=0/381, 2-8=-846/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FL02 17 120-089607T Floor Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:dnv7c2pMKnFQp5smutVSDkyodAA-7Hrmsypw0Xo?6keYbRGWJ1MqSG_pulU_GH4r64ynuMp =1.5x4 =3x4 =3x4 =1.5x4 =3x6 =3x4 =3x4 =1.5x4 8 7 6 1 2 3 4 5 W3W1 T1 B1 W2 2-1-8 2-6-0 10-0-0 10-0-0 1-1-8 1-1-8 Scale = 1:21.9 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL)-0.04 6-7 >999 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.21 Vert(CT)-0.07 6-7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT)0.01 6 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-SH Weight: 45 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) 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=434/ Mechanical, (min. 0-1-8), 8=434/ Mechanical, (min. 0-1-8) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1125/0, 3-4=-1125/0 BOT CHORD 7-8=0/770, 6-7=0/859 WEBS 4-6=-922/0, 4-7=0/285, 2-7=0/381, 2-8=-846/0 NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FL03 1 120-089607T Floor Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:dnv7c2pMKnFQp5smutVSDkyodAA-7Hrmsypw0Xo?6keYbRGWJ1MqSG_pulU_GH4r64ynuMp =1.5x4 =3x4 =3x4 =3x4 =1.5x4 5 4 1 2 3 W1 T1 B1 W2 W3 2-6-0 0 -6 -0 3-3-0 3-3-0 1-1-8 1-1-8 Scale = 1:20.8 Plate Offsets (X, Y):[1:Edge,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.17 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT)-0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT)n/a -n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-P Weight: 16 lb FT = 0%F, 10%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)4=137/ Mechanical, (min. 0-1-8), 5=137/ Mechanical, (min. 0-1-8) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Refer to girder(s) for truss to truss connections. 2)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. 3)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply FL04 5 120-089607T Floor Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:c_NU24g2DjM2eEfUXJHIrryoFcL-7Hrmsypw0Xo?6keYbRGWJ1MqSG19uoR_GH4r64ynuMp =1.5x4 =3x4 =3x4 =1.5x4 LUS24 4 5 3 1 2 W1 T1 W1 B1 W2 3-3-0 3-3-0 7 -7 -8 Scale = 1:37.4 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 0.15 Vert(LL)-0.03 3-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT)-0.04 3-4 >826 240 BCLL 0.0 *Rep Stress Incr NO WB 0.00 Wind(LL)0.03 3-4 >999 240 BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 38 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 BRACING TOP CHORD 2-0-0 oc purlins: 1-2, 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)3=385/ Mechanical, (min. 0-1-8), 4=301/ Mechanical, (min. 0-1-8) Max Uplift 3=-175 (LC 4), 4=-126 (LC 4) 37 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; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 4 and 175 lb uplift at joint 3. 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 1-11-4 from the left end to connect truss(es) M02 (1 ply 2x6 DF) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-2=-84, 3-4=-14 Concentrated Loads (lb) Vert: 5=-396 Job Truss Truss Type Qty Ply FL05 1 120-089607T Flat Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:OQYViVCiIkM1NlsuUU34UdyoFaM-7Hrmsypw0Xo?6keYbRGWJ1MqmGwQuoD_GH4r64ynuMp 912 =3x4 =4x5 =3x4 1 916 15 14 13 12 11 10 2 8 73 64 5 W1 T1 T1 W1 B1 ST3 ST2 ST1 ST2 ST1 1-6-0 -1-6-0 1-6-0 12-6-0 5-6-0 11-0-0 5-6-0 5-6-0 11-0-0 5 -7 -6 1-1-8 5 -3 -0 Scale = 1:27.7 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)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.10 Horz(CT)0.00 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-R Weight: 61 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 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 11-0-0. (lb) -Max Horiz 16=-139 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12, 14, 16 except 15=-102 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13, 14, 15 except 10=263 (LC 22), 16=263 (LC 21) 38 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) zone; cantilever 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)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) 16, 10, 14, 12, 11 except (jt=lb) 15=101. 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 G01 1 120-089607T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:10 Page: 1 ID:ZF1hfZRjb_DkNonCJYksnYyoDe6-7Hrmsypw0Xo?6keYbRGWJ1MoGG1Tunf_GH4r64ynuMp 912 =1.5x4 =5x6 =4x5 =4x8 =5x6 =1.5x4 1 58 7 6 2 4 3 T1 T1 W1 W1 B1 W3 W2 W2 1-6-0 -1-6-0 1-6-0 12-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5 -7 -6 1-1-8 5 -3 -0 Scale = 1:28.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [4:0-2-12,0-1-8] 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 0.67 Vert(LL)-0.01 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.03 7-8 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.08 Horz(CT)0.00 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 7 >999 240 Weight: 61 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)6=670/0-5-8, (min. 0-1-8), 8=670/0-5-8, (min. 0-1-8) Max Horiz 8=139 (LC 9) Max Uplift 6=-134 (LC 11), 8=-134 (LC 10) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/127, 3-4=-509/127, 2-8=-636/241, 4-6=-636/241 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) zone; cantilever 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 134 lb uplift at joint 8 and 134 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 G02 1 120-089607T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:11 Page: 1 ID:dswwEuQT3Nz08VdpC7hOi7yoDe8-cTP94HpYmrwskuDk88olsEvtOfLIdEE7UxpPeWynuMo 912 =5x6 =4x5 =4x8 =5x6 1 912 11 1013151416 2 8 3 7 4 6 5 T1 T1 W1 W1 B1 W3 W2 W2 ST2 ST1 ST2 ST1 1-6-0 12-6-0 1-6-0 -1-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5 -7 -6 1-1-8 5 -3 -0 Scale = 1:28.9 Plate Offsets (X, Y):[2:0-3-0,0-1-12], [8:0-3-0,0-1-12] 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 0.54 Vert(LL)-0.01 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.03 11-12 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.56 Horz(CT)0.00 10 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 11 >999 240 Weight: 71 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. JOINTS 1 Brace at Jt(s): 13, 15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)10=670/0-5-8, (min. 0-1-8), 12=670/0-5-8, (min. 0-1-8) Max Horiz 12=-139 (LC 8) Max Uplift 10=-134 (LC 11), 12=-134 (LC 10) 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-498/96, 3-4=-413/97, 4-5=-356/141, 5-6=-356/141, 6-7=-413/97, 7-8=-498/96, 2-12=-633/239, 8-10=-633/239 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) zone; cantilever 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 134 lb uplift at joint 12 and 134 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 H01 1 120-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:11 Page: 1 ID:TYmqEJmg3pdLKL_V_cIhL6ynz3i-cTP94HpYmrwskuDk88olsEvvQfLId7j7UxpPeWynuMo 912 =1.5x4 =5x6 =4x5 =4x8 =5x6 =1.5x4 1 58 7 6 2 4 3 T1 T1 W1W1 B1 W3 W2W2 1-6-0 12-6-0 1-6-0 -1-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5 -7 -6 1-1-8 5 -3 -0 Scale = 1:28.9 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [4:0-2-12,0-1-8] 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 0.67 Vert(LL)-0.01 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.13 Vert(CT)-0.03 7-8 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.08 Horz(CT)0.00 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 7 >999 240 Weight: 61 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)6=670/0-5-8, (min. 0-1-8), 8=670/0-5-8, (min. 0-1-8) Max Horiz 8=-139 (LC 8) Max Uplift 6=-134 (LC 11), 8=-134 (LC 10) 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-509/127, 3-4=-509/127, 4-6=-636/241, 2-8=-636/241 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) zone; cantilever 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 134 lb uplift at joint 8 and 134 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 H02 4 120-089607T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:11 Page: 1 ID:UyWGlw?9c366hyRzTakWwEynz9r-cTP94HpYmrwskuDk88olsEvtOfLIdEE7UxpPeWynuMo 912 =1.5x4 =3x4 =4x5 =3x4 =1.5x4 1 6 5 2 3 4 T1 W4 W1 B1 W3W2 1-6-0 -1-6-0 4-1-14 4-1-14 4-2-2 8-4-0 8-4-0 7 -8 -14 1-1-8 7 -4 -8 Scale = 1:35 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 0.19 Vert(LL)-0.22 5-6 >441 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.37 5-6 >259 240 BCLL 0.0 *Rep Stress Incr YES WB 0.17 Horz(CT)0.00 5 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 52 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)5=378/ Mechanical, (min. 0-1-8), 6=555/0-5-8, (min. 0-1-8) Max Horiz 6=292 (LC 10) Max Uplift 5=-213 (LC 10), 6=-26 (LC 10) Max Grav 5=387 (LC 17), 6=555 (LC 1) 42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-307/282 WEBS 3-5=-281/229, 3-6=-312/0 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) zone; cantilever 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 213 lb uplift at joint 5 and 26 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 M01 5 120-089607T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:11 Page: 1 ID:k4VKyoesh1ynD8Aw4enzrfyoCDU-cTP94HpYmrwskuDk88olsEv?vfG7dDp7UxpPeWynuMo 912 =1.5x4 =4x5 =4x5 =4x5 =1.5x4 5 4 1 2 3 W1 T1 W4 B1 W2 W3 4-3-14 4-3-14 4-4-2 8-8-0 8-8-0 7 -7 -8 1-1-8 7 -7 -8 Scale = 1:37.6 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 0.25 Vert(LL)-0.07 4-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT)-0.11 4-5 >889 240 BCLL 0.0 *Rep Stress Incr YES WB 0.19 Horz(CT)0.00 4 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 58 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 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)4=410/ Mechanical, (min. 0-1-8), 5=410/0-5-8, (min. 0-1-8) Max Horiz 5=256 (LC 10) Max Uplift 4=-222 (LC 10) Max Grav 4=416 (LC 17), 5=410 (LC 1) 43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-326/1, 2-4=-328/259 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) zone; cantilever 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 222 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 M02 1 120-089607T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:11 Page: 1 ID:S1QlHqBSn75J7RiVM31cPCyoFaO-cTP94HpYmrwskuDk88olsEv_yfLMdDW7UxpPeWynuMo 912 =3x4 =4x5 =3x4 91 2 14 13 12 11 10 8 3 7 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 0-7-13 0-7-13 0-7-13 11-10-5 5-3-5 5-11-3 5-3-5 11-2-8 10-6-11 4 -5 -10 0-4-10 0 -1 -8 -0 -1 -8 4 -4 -2 4 -4 -2 Scale = 1:28.4 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 0.04 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 0.05 Horz(CT)0.00 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight: 48 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 10-6-11. (lb) -Max Horiz 2=-112 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 14 except 11=-102 (LC 11), 13=-102 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 2, 8, 10, 11, 12, 13, 14 44 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) zone; cantilever 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, 14, 10 except (jt=lb) 13=102, 11=101. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB01 1 120-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:11 Page: 1 ID:pmbyau2KaFK_fOttIsHeohyoDqF-cTP94HpYmrwskuDk88olsEv1FfN0dFh7UxpPeWynuMo 912 =3x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =3x4 71 2 10 9 8 6 3 5 4 T1 T1 B1 ST2 ST1 ST1 0-7-13 0-7-13 0-7-13 11-10-5 5-3-5 5-11-3 5-3-5 11-2-8 10-6-11 4 -5 -10 0-4-10 0 -1 -8 -0 -1 -8 4 -4 -2 4 -4 -2 Scale = 1:30.3 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 0.16 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 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-SH Weight: 42 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 10-6-11. (lb) -Max Horiz 2=112 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6 except 8=-185 (LC 11), 10=-186 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 2, 6 except 8=369 (LC 22), 9=292 (LC 1), 10=369 (LC 21) 45 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-345/228, 5-8=-345/227 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) zone; cantilever 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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 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, 6 except (jt=lb) 10=185, 8=184. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB02 38 120-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:12 Page: 1 ID:CUo3hJSpvhYqxD7zrSyY_ZyoFbK-4gzXHdqAX82jM2nwirJ_PSSA63jdMhIHjbZyBzynuMn 912 =3x4 =4x5 =3x4 91 2 14 13 12 11 10 8 3 7 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 0-7-13 0-7-13 0-7-13 11-10-5 5-3-5 5-11-3 5-3-5 11-2-8 10-6-11 4 -5 -10 0-4-10 0 -1 -8 -0 -1 -8 4 -4 -2 4 -4 -2 Scale = 1:28.4 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 0.04 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 0.05 Horz(CT)0.00 8 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-SH Weight: 48 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 10-6-11. (lb) -Max Horiz 2=-112 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 14 except 11=-102 (LC 11), 13=-102 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 2, 8, 10, 11, 12, 13, 14 46 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) zone; cantilever 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, 14, 10 except (jt=lb) 13=102, 11=101. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB03 1 120-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:12 Page: 1 ID:UwuAO7PL9N2aD_xvTGjSz7yoDgk-4gzXHdqAX82jM2nwirJ_PSSC_3jFMiwHjbZyBzynuMn 9 12 =2x4 =1.5x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =2x4 1 7 2 10 9 8 6 3 5 4 T1 T1 B1 ST2 ST1 ST1 0-7-13 0-7-13 0-7-13 7-4-5 3-0-5 3-8-3 3-0-5 6-8-8 6-0-11 2 -9 -6 0-4-10 0 -1 -8 -0 -1 -8 2 -7 -14 2 -7 -14 Scale = 1:24.4 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 0.04 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 0.04 Horz(CT)0.00 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 25 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 6-0-11. (lb) -Max Horiz 2=68 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 8, 10 Max Grav All reactions 250 (lb) or less at joint(s) 2, 6, 8, 9, 10 47 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) zone; cantilever 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)Gable requires continuous bottom chord bearing. 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, 6, 10, 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB04 1 120-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:12 Page: 1 ID:3cawY1uulmRRe6N3UWkw4FyoBkA-4gzXHdqAX82jM2nwirJ_PSSCz3jJMi0HjbZyBzynuMn 9 12 =2x4 =1.5x4 =4x5 =2x4 1 5 2 6 4 3 T1 T1 B1 ST1 0-7-13 0-7-13 0-7-13 7-4-5 3-0-5 3-8-3 3-0-5 6-8-8 6-0-11 2 -9 -6 0-4-10 0 -1 -8 -0 -1 -8 2 -7 -14 2 -7 -14 Scale = 1:22.9 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)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 0.04 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 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 (lb/size)2=213/6-0-11, (min. 0-1-8), 4=213/6-0-11, (min. 0-1-8), 6=239/6-0-11, (min. 0-1-8) Max Horiz 2=-68 (LC 8) Max Uplift 2=-57 (LC 10), 4=-66 (LC 11), 6=-12 (LC 10) 48 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) zone; cantilever 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)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 4-0-0 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 57 lb uplift at joint 2, 66 lb uplift at joint 4 and 12 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB05 5 120-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:13 Page: 1 ID:S1QlHqBSn75J7RiVM31cPCyoFaO-YsXvUzroISAazCM7GZqDxf_L9T3159LQyFIWjPynuMm 9 12 =2x4 =1.5x4 =4x5 =2x4 1 5 2 6 4 3 T1 T1 B1 ST1 0-7-13 0-7-13 0-7-13 7-4-5 3-0-5 3-8-3 3-0-5 6-8-8 6-0-11 2 -9 -6 0-4-10 0 -1 -8 -0 -1 -8 2 -7 -14 2 -7 -14 Scale = 1:22.9 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 0.04 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.01 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 94 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. REACTIONS (lb/size)2=213/6-0-11, (min. 0-1-8), 4=213/6-0-11, (min. 0-1-8), 6=239/6-0-11, (min. 0-1-8) Max Horiz 2=-68 (LC 8) Max Uplift 2=-57 (LC 10), 4=-66 (LC 11), 6=-12 (LC 10) 49 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)4-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails 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 and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 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 57 lb uplift at joint 2, 66 lb uplift at joint 4 and 12 lb uplift at joint 6. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB06 2 420-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:13 Page: 1 ID:S1QlHqBSn75J7RiVM31cPCyoFaO-YsXvUzroISAazCM7GZqDxf_NkT3e59pQyFIWjPynuMm 9 12 =2x4 =1.5x4 =4x5 =2x4 1 5 2 6 4 3 T1 T1 B1 ST1 0-7-13 0-7-13 0-7-13 7-4-5 3-0-5 3-8-3 3-0-5 6-8-8 6-0-11 2 -9 -6 0-4-10 0 -1 -8 -0 -1 -8 2 -7 -14 2 -7 -14 Scale = 1:22.9 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 0.07 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 0.02 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-P Weight: 47 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. REACTIONS (lb/size)2=213/6-0-11, (min. 0-1-8), 4=213/6-0-11, (min. 0-1-8), 6=239/6-0-11, (min. 0-1-8) Max Horiz 2=-68 (LC 8) Max Uplift 2=-57 (LC 10), 4=-66 (LC 11), 6=-12 (LC 10) 50 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails 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 and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 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 57 lb uplift at joint 2, 66 lb uplift at joint 4 and 12 lb uplift at joint 6. 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)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply PB07 1 220-089607T Piggyback Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 14 14:32:14 Page: 1 ID:S1QlHqBSn75J7RiVM31cPCyoFaO-025HiJsQ3mIRbMxJpGLSUtXX?tPjqcvaAv23FrynuMl