The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 21-00263 - 1248 Stone Dr - New SFR512 =5x8 =2x4 =3x4 =7x10 =7x10 =4x8 =3x4 =2x4 =6x12 =7x10 =7x10 =3x4 =2x4 =4x12 HJC26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 1 2 15 14 18 19 13 20 21 22 12 23 24 11 25 1026 27 28 9 3 8 5 16 17 64 7 T1 T2 T3 B1 B1B2 W1 W2 W3 W3 W2 W1 W4 W5 W4 W5 W4 1-2-0 -1-2-0 3-5-11 8-0-0 3-5-11 26-5-11 4-6-5 4-6-5 4-6-5 31-0-0 4-11-7 23-0-0 4-11-7 12-11-7 5-1-3 18-0-9 3-3-15 7-10-4 3-3-15 26-5-11 4-6-5 31-0-0 4-6-5 4-6-5 5-1-3 18-0-9 5-1-3 23-1-12 5-1-3 12-11-7 4- 1 - 1 0 0-4-1 0-1-10 3- 6 - 7 3- 6 - 7 0- 1 - 1 0 3- 8 - 1 Scale = 1:56.2 Plate Offsets (X, Y):[2:0-4-0,Edge], [4:0-5-4,0-1-12], [7:0-5-4,0-1-12], [9:0-0-9,Edge], [11:0-5-0,0-4-8], [13:0-3-8,0-2-0], [14:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.51 12-13 >722 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.65 12-13 >563 240 TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(CT)0.15 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.24 12-13 >999 240 BCDL 7.0 Weight: 348 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* T2:2x6 DF 1800F 1.6E or 2x6 DF SS 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 3-8-4 oc purlins, except 2-0-0 oc purlins (4-8-3 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=4419/0-5-8, (min. 0-2-7), 9=4953/ Mechanical, (min. 0-1-8) Max Horiz 2=76 (LC 10) Max Uplift 2=-1117 (LC 6), 9=-1184 (LC 7) Max Grav 2=4591 (LC 29), 9=5045 (LC 29) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10428/2535, 3-4=-10990/2705, 4-5=-13738/3330, 5-16=-13644/3290, 16-17=-13644/3290, 6-17=-13644/3290, 6-7=-13653/3293, 7-8=-10805/2600, 8-9=-11366/2702 BOT CHORD 2-15=-2303/9552, 14-15=-2303/9552, 14-18=-2435/10181, 18-19=-2435/10181, 13-19=-2435/10181, 13-20=-3244/13727, 20-21=-3244/13727, 21-22=-3244/13727, 12-22=-3244/13727, 12-23=-2333/10013, 23-24=-2333/10013, 11-24=-2333/10013, 11-25=-2466/10489, 10-25=-2466/10489, 10-26=-2466/10489, 26-27=-2466/10489, 27-28=-2466/10489, 9-28=-2466/10489 WEBS 3-15=-327/131, 3-14=-175/797, 4-14=-440/1791, 7-11=-362/1681, 8-11=-1152/231, 8-10=-91/629, 4-13=-971/4215, 5-13=-954/209, 5-12=-254/86, 6-12=-994/228, 7-12=-1040/4315 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 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1184 lb uplift at joint 9 and 1117 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply . A01 1 221-010931T Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:3WD283abIj8pK0?VbYGa?OzHsfM-Kuo_HbFPq004kacqAQDyywEABYgElHNdK8nabrzHamZ Continued on page 2 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 8-0-6 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HA1 (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 spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 29-11-4 to connect truss(es) J1 (1 ply 2x4 DF or DF-N), E04 (1 ply 2x4 DF or DF-N), E03 (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. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 7-9=-84, 2-9=-14 Concentrated Loads (lb) Vert: 14=-1308 (F), 11=-438 (F), 18=-438 (F), 19=-438 (F), 20=-438 (F), 21=-438 (F), 22=-438 (F), 23=-438 (F), 24=-438 (F), 25=-387 (F), 26=-348 (F), 27=-348 (F), 28=-348 (F) Job Truss Truss Type Qty Ply . A01 1 221-010931T Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 2 ID:3WD283abIj8pK0?VbYGa?OzHsfM-Kuo_HbFPq004kacqAQDyywEABYgElHNdK8nabrzHamZ 512 =4x8 =1.5x4 =3x8 =5x6 =5x8 =3x8 =5x6 =3x8 =1.5x4 =4x8 1 2 11 10 9 8 3 7 512 134 6 T1 T2 T3 B1 B1 W1 W2 W3 W4 W3 W2 W1 1-2-0 -1-2-0 4-8-2 10-0-0 4-8-2 25-8-2 5-6-0 21-0-0 5-6-0 15-6-0 5-3-14 5-3-14 5-3-14 31-0-0 5-7-12 21-1-12 5-7-12 15-6-0 9-10-4 9-10-4 9-10-4 31-0-0 4- 1 1 - 1 0 0-4-1 0-1-10 4- 4 - 7 4- 4 - 7 0- 1 - 1 0 4- 6 - 1 Scale = 1:56.2 Plate Offsets (X, Y):[2:Edge,0-0-4], [8:Edge,0-0-4], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.27 10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.70 Vert(CT)-0.42 8-9 >873 240 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.14 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.12 10 >999 240 BCDL 7.0 Weight: 143 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* T2:2x6 DF 1800F 1.6E or 2x6 DF SS 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 2-8-12 oc purlins, except 2-0-0 oc purlins (4-11-12 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-4-14 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=1630/0-5-8, (min. 0-2-2), 8=1502/ Mechanical, (min. 0-1-8) Max Horiz 2=89 (LC 16) Max Uplift 2=-303 (LC 8), 8=-251 (LC 9) Max Grav 2=2018 (LC 31), 8=1808 (LC 31) 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3676/894, 3-4=-2907/760, 4-12=-2652/736, 5-12=-2661/735, 5-13=-2686/749, 6-13=-2677/750, 6-7=-2935/777, 7-8=-3780/936 BOT CHORD 2-11=-756/3244, 10-11=-695/3396, 9-10=-695/3396, 8-9=-804/3391 WEBS 3-11=-784/223, 4-11=-119/683, 5-11=-912/174, 5-9=-882/165, 6-9=-129/696, 7-9=-895/256 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at joint 8 and 303 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A02 1 121-010931T Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:eOU3NP7N0MU3OKgOxG5u?bzHsfx-Kuo_HbFPq004kacqAQDyywEBEYjYlKWdK8nabrzHamZ 512 =5x6 =1.5x4 =3x4 =5x6 =8x12 =5x8 =5x8 =5x8 =1.5x4 =5x6 =3x4 =3x4 =1.5x4 =5x6 1 2 15 14 13 12 11 10 9 16 83 17 18 7654 T1 T2 T3 T4 T5 B1 B3B2 W1 W2 W3 W4 W3W5W6 W6 W7 W8 0- 5 - 0 1-0-0 20-1-8 1-1-8 19-1-8 1-2-0 -1-2-0 5-1-6 25-2-14 6-0-0 18-0-0 5-9-2 31-0-0 5-8-2 12-0-0 6-3-14 6-3-14 0-8-8 19-11-12 1-1-8 19-3-4 5-3-2 25-2-14 5-6-6 11-10-4 5-9-2 31-0-0 6-3-8 18-1-12 6-3-14 6-3-14 5- 9 - 1 0 0-4-1 4- 3 - 7 0-1-10 4- 1 0 - 7 4- 1 0 - 7 0- 4 - 0 5- 2 - 7 0- 1 - 1 0 5- 4 - 1 Scale = 1:57.3 Plate Offsets (X, Y):[2:0-2-5,Edge], [4:0-6-0,0-1-5], [5:0-4-2,Edge], [7:0-3-8,0-2-4], [9:0-2-5,Edge], [13:0-4-0,0-3-0], [14:0-2-8,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.28 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.77 Vert(CT)-0.38 13-14 >963 240 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(CT)0.15 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 13 >999 240 BCDL 7.0 Weight: 155 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* T2:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 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 2-4-13 oc purlins, except 2-0-0 oc purlins (3-10-0 max.): 4-5, 6-7. BOT CHORD Rigid ceiling directly applied or 7-7-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1623/0-5-8, (min. 0-2-6), 9=1496/0-4-8, (min. 0-2-2) Max Horiz 2=104 (LC 16) Max Uplift 2=-298 (LC 12), 9=-269 (LC 13) Max Grav 2=2229 (LC 35), 9=2006 (LC 35) 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-4155/845, 3-16=-3994/863, 3-17=-3030/717, 17-18=-2862/725, 4-18=-2835/733, 4-5=-2666/733, 5-6=-2804/744, 6-7=-2777/737, 7-8=-3146/756, 8-9=-4249/897 BOT CHORD 2-15=-722/3658, 14-15=-722/3658, 13-14=-495/2642, 12-13=-531/2780, 11-12=-530/2775, 10-11=-762/3763, 9-10=-762/3763 WEBS 3-14=-1111/250, 4-14=-59/565, 4-13=-277/320, 5-13=-80/561, 6-13=-506/265, 6-12=-515/119, 7-11=-109/583, 8-11=-1109/259 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 lb uplift at joint 9 and 298 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)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 1 121-010931T Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:_YigjhZXrDhbtG9YEcG67uzHsgf-Kuo_HbFPq004kacqAQDyywE9JYiZlKedK8nabrzHamZ 512 =4x8 =5x8 =6x8 =3x4 =3x4 =6x8 =4x8 =5x8 =5x6 =1.5x4 =4x8 =3x6 =1.5x4 =5x6 111 2 16 15 14 13 12 10 17 93 18 19874 5 6 T2 T1 T3 T4 T5 T6 B1 B3B2 W4 W5 W4 W6 W7 W7 W8W1 W2 W3 0- 5 - 0 1-0-0 22-1-8 1-2-0 -1-2-0 1-2-0 32-2-0 2-0-0 16-0-0 4-1-6 26-2-14 4-5-6 9-6-10 4-5-6 14-0-0 4-9-2 31-0-0 5-1-3 5-1-3 5-1-8 21-1-8 0-8-8 21-11-12 2-3-8 16-1-12 5-1-8 21-3-4 6-6-6 13-10-4 7-3-14 7-3-14 9-0-4 31-0-0 6- 7 - 1 0 0-4-1 3- 5 - 7 0-1-10 4- 0 - 7 4- 0 - 7 2- 0 - 0 6- 0 - 7 0- 1 - 1 0 6- 2 - 1 Scale = 1:58.4 Plate Offsets (X, Y):[2:0-0-4,Edge], [3:0-4-0,0-3-0], [5:0-4-2,Edge], [10:0-2-9,Edge], [14:0-3-12,0-3-0], [16:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.43 13-14 >852 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.53 13-14 >689 240 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.17 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.12 13-14 >999 240 BCDL 7.0 Weight: 155 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 2-2-0 oc purlins, except 2-0-0 oc purlins (3-1-15 max.): 5-6, 7-8. BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1621/0-5-8, (min. 0-2-10), 10=1617/0-4-8, (min. 0-2-9) Max Horiz 2=-111 (LC 17) Max Uplift 2=-315 (LC 12), 10=-324 (LC 13) Max Grav 2=2453 (LC 35), 10=2411 (LC 35) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-4751/881, 3-17=-4536/896, 3-18=-4253/831, 4-18=-4134/840, 4-5=-3137/696, 5-6=-2821/690, 6-7=-3167/703, 7-8=-3668/790, 8-19=-3833/810, 9-19=-4046/803, 9-10=-4733/926 BOT CHORD 2-16=-726/4218, 15-16=-566/3546, 14-15=-376/2767, 13-14=-594/3697, 12-13=-588/3668, 10-12=-755/4210 WEBS 5-15=-124/724, 5-14=-217/392, 6-14=-112/673, 7-14=-1071/247, 7-13=-720/172, 8-12=-165/1042, 9-12=-661/192, 3-16=-550/175, 4-16=-66/557, 4-15=-1040/255 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 2 and 324 lb uplift at joint 10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A04 1 121-010931T Roof Special Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:lT17?XQZ_LrxbpzUktb3J3zHsi7-shEc3FEn3iuD7Q1ecjijQihyh8KI0tGT5U113OzHama 512 =3x8 =7x10 =1.5x4 =5x8 =5x6 =4x5 =5x6 =5x8 =4x8 =3x4 =1.5x4 =5x6 1 10 2 14 13 12 11 9 8 6 7317 515 16 4 T2 T1 T3 T4 T5 B1 B3B2 W2 W3 W4 W5 W6W7W6 W8 W1 0- 5 - 0 1-0-0 24-1-8 1-2-0 32-2-0 1-2-0 -1-2-0 3-1-6 27-2-14 3-9-2 31-0-0 4-0-12 23-1-8 4-0-12 19-0-12 7-0-6 15-0-0 7-11-10 7-11-10 0-8-8 23-11-12 7-0-4 31-0-0 7-0-6 15-0-0 7-11-10 7-11-10 8-3-4 23-3-4 7- 0 - 1 0 0-4-1 3- 2 - 7 3- 2 - 7 3- 4 - 1 0 6- 7 - 1 Scale = 1:57.2 Plate Offsets (X, Y):[2:0-4-2,0-1-8], [7:0-5-4,0-2-0], [9:0-2-5,Edge], [12:0-4-0,0-3-0], [13:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.27 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.42 12-13 >876 240 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.12 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.11 12-13 >999 240 BCDL 7.0 Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-5-10 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 7-8-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1621/0-5-8, (min. 0-1-12), 9=1617/0-4-8, (min. 0-2-4) Max Horiz 2=119 (LC 16) Max Uplift 2=-323 (LC 12), 9=-331 (LC 13) Max Grav 2=1626 (LC 19), 9=2129 (LC 33) 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3127/865, 3-15=-2132/642, 4-15=-2055/663, 4-16=-2038/675, 5-16=-2165/663, 5-17=-3830/1000, 6-17=-3896/992, 6-7=-3469/866, 7-8=-3569/843, 8-9=-4062/919 BOT CHORD 2-14=-676/2771, 13-14=-675/2773, 12-13=-544/2703, 11-12=-641/3220, 9-11=-756/3607 WEBS 3-13=-1200/368, 4-13=-323/1217, 5-13=-1227/308, 5-12=-260/1239, 6-12=-1669/450, 7-12=-208/859, 8-11=-441/134, 3-14=0/261 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 331 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 . A05 1 121-010931T Roof Special Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:gQP2IvbrYxqMzcxSOfNfiDzHskU-shEc3FEn3iuD7Q1ecjijQihxx8Oc0s1T5U113OzHama 512 =3x8 =1.5x4 =7x10 =5x8 =5x6 =5x6 =5x8 =6x8 =1.5x4 =5x8 =5x6 91 2 13 12 11 10 8 76 3 15 514 4 T2 T1 T3 T4 T5 B1 B3B2 W3 W4 W5 W6W7W6 W2W1 0- 5 - 0 1-0-0 26-1-8 1-2-0 32-2-0 1-2-0 -1-2-0 5-0-12 25-1-8 4-10-8 31-0-0 5-0-12 20-0-12 7-2-2 15-0-0 7-9-14 7-9-14 0-8-8 25-11-12 5-0-4 31-0-0 7-2-2 15-0-0 7-9-14 7-9-14 10-3-4 25-3-4 7- 0 - 1 0 0-4-1 2- 4 - 7 2- 4 - 7 4- 2 - 1 0 6- 7 - 1 Scale = 1:57.1 Plate Offsets (X, Y):[2:0-4-2,0-1-8], [7:0-5-12,0-2-8], [8:0-2-5,Edge], [11:0-3-12,0-3-0], [12:0-3-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.31 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.62 Vert(CT)-0.53 11-12 >691 240 TCDL 7.0 Rep Stress Incr YES WB 0.65 Horz(CT)0.12 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.13 11-12 >999 240 BCDL 7.0 Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-13 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1621/0-5-8, (min. 0-1-12), 8=1617/0-4-8, (min. 0-2-4) Max Horiz 2=-119 (LC 13) Max Uplift 2=-323 (LC 12), 8=-331 (LC 13) Max Grav 2=1626 (LC 19), 8=2122 (LC 33) 7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3128/865, 3-14=-2136/640, 4-14=-2082/660, 4-5=-2230/669, 5-15=-4317/1083, 6-15=-4538/1074, 6-7=-4018/927, 7-8=-3979/883 BOT CHORD 2-13=-676/2772, 12-13=-677/2769, 11-12=-610/2967, 10-11=-719/3507, 8-10=-714/3508 WEBS 4-12=-307/1180, 5-12=-1363/352, 5-11=-276/1473, 6-11=-1962/502, 7-11=-202/1282, 3-12=-1193/373 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 331 lb uplift at joint 8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A06 1 121-010931T Roof Special Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:f8tdk5OBYjgmR?7BubagWezHskl-shEc3FEn3iuD7Q1ecjijQihxh8Oc0urT5U113OzHama 512 =3x8 =1.5x4 =7x10 =5x8 =5x6 =3x4 =5x6 =5x8 =7x10 =6x8 =5x6 91 2 14 13 12 11 10 8 76 17 3 16515 4 T2 T1 T3 T4 T5 B1 B2 W7W8W7 W3 W2W1 W4 W5 W6 0- 5 - 0 1-0-0 28-1-8 1-2-0 32-2-0 1-2-0 -1-2-0 2-10-8 31-0-0 6-0-12 27-1-8 6-0-12 21-0-12 7-2-2 15-0-0 7-9-14 7-9-14 0-8-8 27-11-12 3-0-4 31-0-0 6-0-12 21-0-12 6-2-8 27-3-4 7-2-2 15-0-0 7-9-14 7-9-14 7- 0 - 1 0 0-4-11- 6 - 7 1- 6 - 7 5- 0 - 1 0 6- 7 - 1 Scale = 1:57.1 Plate Offsets (X, Y):[2:0-4-2,0-1-8], [7:0-5-12,0-2-8], [8:0-2-5,Edge], [11:0-3-4,Edge], [13:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.32 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.43 11-12 >849 240 TCDL 7.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.14 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.12 11-12 >999 240 BCDL 7.0 Weight: 140 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x4 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, except 2-0-0 oc purlins (2-11-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-8-4 oc bracing. WEBS 1 Row at midpt 3-13, 5-13, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1621/0-5-8, (min. 0-1-12), 8=1617/0-4-8, (min. 0-2-4) Max Horiz 2=-119 (LC 17) Max Uplift 2=-323 (LC 12), 8=-331 (LC 13) Max Grav 2=1626 (LC 19), 8=2115 (LC 33) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3132/863, 3-15=-2140/644, 4-15=-2092/665, 4-5=-2285/670, 5-16=-3385/878, 16-17=-3418/876, 6-17=-3716/866, 6-7=-4613/1043, 7-8=-3970/861 BOT CHORD 2-14=-674/2776, 13-14=-675/2772, 12-13=-662/3305, 11-12=-1003/4798, 10-11=-709/3515, 8-10=-708/3516 WEBS 6-11=-1583/426, 7-11=-429/1932, 4-13=-295/1127, 3-13=-1212/365, 3-14=0/276, 5-13=-1617/373, 5-12=-24/413, 6-12=-1524/348 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 331 lb uplift at joint 8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A07 1 121-010931T Roof Special Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:?PPE6gPhP0uB8e0UjR6zKrzHsnK-shEc3FEn3iuD7Q1ecjijQihxZ8L_0rgT5U113OzHama 512 =3x8 =1.5x4 =7x10 =5x8 =5x6 =3x8 =1.5x4 =7x10 =5x6 =12x12 =1.5x4 =6x8 =5x6 1 11 2 16 15 14 13 12 10 98 187 3 617 5 4 T2 T1 T3 T4 T5B1B3B2 W9W10W9 W1 W2 W3 W4 W5 W6 W7 W8 0- 5 - 0 1-0-0 29-1-8 1-2-0 32-2-0 1-2-0 -1-2-0 1-10-8 31-0-0 3-3-6 28-1-8 3-3-6 24-10-2 3-3-6 21-6-12 3-3-6 18-3-6 7-2-2 15-0-0 7-9-14 7-9-14 0-8-8 28-11-12 2-0-4 31-0-0 6-6-12 28-3-4 6-8-8 21-8-8 7-2-2 15-0-0 7-9-14 7-9-14 7- 0 - 1 0 0-4-11- 1 - 7 1- 1 - 7 5- 5 - 1 0 6- 7 - 1 Scale = 1:58.4 Plate Offsets (X, Y):[2:0-4-2,0-1-8], [9:0-5-12,0-2-8], [10:0-2-5,Edge], [14:0-4-12,Edge], [15:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.33 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.46 13-14 >806 240 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.13 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.13 13-14 >999 240 BCDL 7.0 Weight: 146 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* W10,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 2-2-0 oc purlins, except 2-0-0 oc purlins (2-9-9 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 7-2-2 oc bracing. WEBS 1 Row at midpt 3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1621/0-5-8, (min. 0-1-12), 10=1617/0-4-8, (min. 0-2-4) Max Horiz 2=119 (LC 12) Max Uplift 2=-323 (LC 12), 10=-331 (LC 13) Max Grav 2=1626 (LC 19), 10=2111 (LC 33) 9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3130/864, 3-17=-2144/643, 4-17=-2091/664, 4-5=-2183/681, 5-6=-3719/966, 6-7=-3719/893, 7-18=-5656/1271, 8-18=-5792/1264, 8-9=-4914/1053, 9-10=-3768/801 BOT CHORD 2-16=-675/2773, 15-16=-676/2770, 14-15=-499/2595, 13-14=-866/4151, 12-13=-654/3302, 10-12=-654/3317 WEBS 8-13=-2318/540, 9-13=-455/2235, 3-16=0/273, 3-15=-1203/368, 4-15=-330/1281, 5-15=-1200/281, 5-14=-285/1331, 6-14=-445/148, 7-14=-967/251, 7-13=-251/1392 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 331 lb uplift at joint 10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A08 1 121-010931T Roof Special Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:0K5eg3SpoLgqQqMHBbYwn4zHscx-shEc3FEn3iuD7Q1ecjijQihxB8MU0tCT5U113OzHama 512 =4x5 =1.5x4 =7x10 =5x6 =5x8 =7x10 =1.5x4 =3x8 1 2 9 8 7 6 531110 4 T2 T1 T2 T3 B1 B1 W1 W2 W3 W4 W1 1-2-0 -1-2-0 7-2-2 22-2-2 7-2-2 15-0-0 7-9-14 30-0-0 7-9-14 7-9-14 7-2-2 22-2-2 7-2-2 15-0-0 7-9-14 30-0-0 7-9-14 7-9-14 7- 0 - 1 0 0-4-1 6- 7 - 1 Scale = 1:53 Plate Offsets (X, Y):[2:0-4-4,0-2-0], [6:0-3-10,Edge], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.21 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.31 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.59 Horz(CT)0.11 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.12 6-7 >999 240 BCDL 7.0 Weight: 129 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2:2x6 DF 1800F 1.6E or 2x6 DF SS, W4:2x4 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. BOT CHORD Rigid ceiling directly applied or 7-9-6 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1572/0-5-8, (min. 0-1-11), 6=1445/0-5-8, (min. 0-1-9) Max Horiz 2=127 (LC 12) Max Uplift 2=-317 (LC 12), 6=-277 (LC 13) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2967/833, 3-10=-2001/613, 4-10=-1872/634, 4-11=-1986/634, 5-11=-2002/611, 5-6=-3010/849 BOT CHORD 2-9=-681/2615, 8-9=-682/2612, 7-8=-698/2661, 6-7=-697/2665 WEBS 3-9=0/273, 3-8=-1152/366, 4-8=-254/924, 5-8=-1202/384, 5-7=0/274 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2 and 277 lb uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A09 1 121-010931T Common Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:aT5zeaKU7_oga6IZZyXLlHzHsoi-shEc3FEn3iuD7Q1ecjijQihxQ8Nn0vrT5U113OzHama 512 =5x6 =5x8 =3x4 =3x4 =5x6 =5x8 =3x8 =6x8 =3x4 =3x4 =5x8 =5x6 1 10 2 14 13 12 11 9 181583 1716 74 65 T2 T1 T3 T2 T1 B1 B2 W4W5 W4 W1 W2 W3 W3 W2 W1 1-2-0 31-2-0 1-2-0 -1-2-0 2-0-0 16-0-0 4-5-6 24-10-13 4-5-6 9-6-10 4-5-6 14-0-0 4-5-6 20-5-6 5-1-3 30-0-0 5-1-3 5-1-3 1-8-8 15-10-4 6-9-14 22-8-2 6-9-14 14-1-12 7-3-14 30-0-0 7-3-14 7-3-14 6- 7 - 1 0 0-4-1 0-1-10 6- 0 - 7 6- 0 - 7 0- 1 - 1 0 6- 2 - 1 Scale = 1:56.9 Plate Offsets (X, Y):[2:0-2-9,Edge], [3:0-4-0,0-3-0], [5:0-2-0,0-3-4], [6:0-4-2,Edge], [8:0-4-0,0-3-0], [9:0-2-9,Edge], [13:0-2-12,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL)-0.33 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.42 13-14 >840 240 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.16 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 13-14 >999 240 BCDL 7.0 Weight: 146 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 2-5-3 oc purlins, except 2-0-0 oc purlins (3-11-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-0-9 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=1570/0-5-8, (min. 0-2-9), 9=1570/0-5-8, (min. 0-2-9) Max Horiz 2=111 (LC 12) Max Uplift 2=-310 (LC 12), 9=-310 (LC 13) Max Grav 2=2407 (LC 31), 9=2407 (LC 31) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-4639/847, 3-15=-4389/862, 3-16=-4140/798, 4-16=-4020/806, 4-5=-2983/653, 5-6=-2667/640, 6-7=-2987/654, 7-17=-4018/805, 8-17=-4138/797, 8-18=-4388/862, 9-18=-4638/847 BOT CHORD 2-14=-695/4116, 13-14=-535/3439, 12-13=-343/2662, 11-12=-535/3439, 9-11=-695/4115 WEBS 5-13=-136/743, 5-12=-274/293, 6-12=-137/747, 3-14=-555/177, 4-14=-65/560, 4-13=-1057/258, 7-12=-1051/257, 7-11=-64/556, 8-11=-556/177 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 2 and 310 lb uplift at joint 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 1 121-010931T Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:YVIHOe4BAXFCeNVd6AgUgrzHsrd-shEc3FEn3iuD7Q1ecjijQih?48NV0ttT5U113OzHama 512 =5x6 =1.5x4 =3x4 =5x6 =5x8 =3x4 =5x6 =5x8 =3x4 =1.5x4 =5x6 91 2 13 12 11 10 8 1714 73 1615 5 64 T1 T2 T1 B1 B1B2 W1 W2 W3 W3 W2 W1 W4 W4 1-2-0 -1-2-0 1-2-0 31-2-0 3-0-0 15-0-0 3-0-0 18-0-0 5-8-2 23-8-2 5-8-2 12-0-0 6-3-14 30-0-0 6-3-14 6-3-14 5-8-2 23-8-2 5-8-2 12-0-0 6-0-0 18-0-0 6-3-14 30-0-0 6-3-14 6-3-14 5- 9 - 1 0 0-4-1 0-1-10 5- 2 - 7 5- 2 - 7 0- 1 - 1 0 5- 4 - 1 Scale = 1:56.7 Plate Offsets (X, Y):[2:0-2-5,Edge], [8:0-2-5,Edge], [11:0-2-12,0-3-0], [12:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL)-0.27 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.36 11-12 >975 240 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.14 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 11-12 >999 240 BCDL 7.0 Weight: 138 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 2-5-12 oc purlins, except 2-0-0 oc purlins (3-11-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1570/0-5-8, (min. 0-2-5), 8=1570/0-5-8, (min. 0-2-5) Max Horiz 2=96 (LC 12) Max Uplift 2=-292 (LC 12), 8=-292 (LC 13) Max Grav 2=2193 (LC 31), 8=2193 (LC 31) 12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-4068/807, 3-14=-3907/826, 3-15=-2905/677, 4-15=-2716/685, 4-5=-2531/671, 5-6=-2531/671, 6-16=-2716/685, 7-16=-2905/677, 7-17=-3907/826, 8-17=-4068/807 BOT CHORD 2-13=-654/3579, 12-13=-654/3579, 11-12=-446/2555, 10-11=-654/3579, 8-10=-654/3579 WEBS 3-12=-1158/265, 4-12=-116/615, 6-11=-116/615, 7-11=-1158/265, 5-12=-402/172, 5-11=-402/172 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint 2 and 292 lb uplift at joint 8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . A11 1 121-010931T Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:Bjv6eVO3MKB8xmDsqQgMP2zHssV-shEc3FEn3iuD7Q1ecjijQih_Z8Ne0suT5U113OzHama 512 =5x6 =1.5x4 =6x8 =7x10 =3x4 =6x8 =7x10 =1.5x4 =5x6 1 11 2 10 9 8 3 7 512 134 6 T1 T2 T3 B1 B1B2 W1 W2 W3 W3 W2 W1 1-2-0 -1-2-0 5-0-0 15-0-0 5-0-0 20-0-0 4-8-2 24-8-2 4-8-2 10-0-0 5-3-14 30-0-0 5-3-14 5-3-14 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 10-0-0 4- 1 1 - 1 0 0-4-1 0-1-10 4- 4 - 7 4- 4 - 7 0- 1 - 1 0 4- 6 - 1 Scale = 1:54.6 Plate Offsets (X, Y):[2:0-2-5,Edge], [4:0-4-2,Edge], [6:0-4-2,Edge], [8:0-2-5,Edge], [9:0-4-12,Edge], [10:0-4-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL)-0.24 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.39 8-9 >912 240 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.13 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 9-10 >999 240 BCDL 7.0 Weight: 126 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 2-11-2 oc purlins, except 2-0-0 oc purlins (3-8-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1572/0-5-8, (min. 0-2-2), 8=1445/0-5-8, (min. 0-1-14) Max Horiz 2=90 (LC 12) Max Uplift 2=-290 (LC 8), 8=-238 (LC 9) Max Grav 2=1983 (LC 31), 8=1767 (LC 31) 13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3598/857, 3-4=-2743/711, 4-12=-2453/693, 5-12=-2458/692, 5-13=-2462/700, 6-13=-2457/701, 6-7=-2762/720, 7-8=-3613/879 BOT CHORD 2-10=-723/3174, 9-10=-632/2997, 8-9=-748/3222 WEBS 3-10=-839/237, 4-10=-112/627, 5-10=-702/161, 5-9=-697/157, 6-9=-118/630, 7-9=-875/255 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 8 and 290 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)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 . A12 1 121-010931T Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:GJjGv7H3QIg6K11Ha4Qau_zHtvn-shEc3FEn3iuD7Q1ecjijQih0x8Ny0x1T5U113OzHama 512 =5x6 =2x4 =3x4 =7x10 =6x8 =3x8 =3x4 =1.5x4 =5x8 =6x8 =7x10 =3x4 =2x4 =4x12 HJC26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 1 2 15 14 18 1913 20 21 12 22 23 11 24 1025 26 9 83 5 16 17 6 74 T1 T2 T3 B1 B1B2 W1 W2 W3 W3 W2 W1 W4 W5 W4 W5 W4 1-2-0 -1-2-0 3-5-11 8-0-0 3-5-11 25-5-11 4-7-7 22-0-0 4-7-7 12-7-7 4-9-3 17-4-9 4-6-5 30-0-0 4-6-5 4-6-5 3-3-15 7-10-4 3-3-15 25-5-11 4-6-5 30-0-0 4-6-5 4-6-5 4-9-3 17-4-9 4-9-3 12-7-7 4-9-3 22-1-12 4- 1 - 1 0 0-4-1 0-1-10 3- 6 - 7 3- 6 - 7 0- 1 - 1 0 3- 8 - 1 Scale = 1:54.7 Plate Offsets (X, Y):[2:0-3-1,0-0-1], [4:0-4-2,Edge], [7:0-4-2,Edge], [9:0-6-0,0-1-5], [11:0-5-0,0-4-8], [13:0-3-8,0-1-8], [14:0-5-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.49 12-13 >733 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.69 Vert(CT)-0.62 12-13 >570 240 TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT)0.13 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.23 12-13 >999 240 BCDL 7.0 Weight: 317 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 3-11-8 oc purlins, except 2-0-0 oc purlins (3-4-7 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=4126/0-5-8, (min. 0-2-5), 9=4367/ Mechanical, (min. 0-1-8) Max Horiz 2=76 (LC 10) Max Uplift 2=-1034 (LC 6), 9=-1029 (LC 7) Max Grav 2=4323 (LC 29), 9=4484 (LC 29) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9636/2333, 3-4=-10057/2468, 4-5=-11990/2895, 5-16=-11863/2848, 16-17=-11863/2848, 6-17=-11863/2848, 6-7=-11868/2849, 7-8=-9834/2355, 8-9=-10387/2448 BOT CHORD 2-15=-2118/8823, 14-15=-2118/8823, 14-18=-2204/9270, 18-19=-2204/9270, 13-19=-2204/9270, 13-20=-2808/11984, 20-21=-2808/11984, 12-21=-2808/11984, 12-22=-2095/9069, 22-23=-2095/9069, 11-23=-2095/9069, 11-24=-2230/9579, 10-24=-2230/9579, 10-25=-2230/9579, 25-26=-2230/9579, 9-26=-2230/9579 WEBS 3-15=-295/124, 3-14=-123/591, 4-14=-458/1858, 7-11=-372/1722, 8-11=-1186/231, 8-10=-62/540, 4-13=-746/3310, 5-13=-780/176, 5-12=-291/96, 6-12=-843/193, 7-12=-814/3406 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1029 lb uplift at joint 9 and 1034 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 8-0-6 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. Job Truss Truss Type Qty Ply . A13 1 221-010931T Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:c9I9?1INhpzEdpF2OkMvCVzHtpI-shEc3FEn3iuD7Q1ecjijQihyb8NX0tFT5U113OzHama Continued on page 2 15)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 10-0-12 from the left end to 28-0-12 to connect truss(es) J1 (1 ply 2x4 DF or DF-N), G04 (1 ply 2x4 DF or DF-N), G03 (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. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 7-9=-84, 2-9=-14 Concentrated Loads (lb) Vert: 14=-1308 (B), 11=-438 (B), 18=-438 (B), 19=-438 (B), 20=-438 (B), 21=-438 (B), 22=-438 (B), 23=-438 (B), 24=-377 (B), 25=-355 (B), 26=-355 (B) Job Truss Truss Type Qty Ply . A13 1 221-010931T Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 2 ID:c9I9?1INhpzEdpF2OkMvCVzHtpI-shEc3FEn3iuD7Q1ecjijQihyb8NX0tFT5U113OzHama 512 =3x4 =4x5 =5x6 =3x4 131 2 22 21 20 19 18 17 16 15 14 12 113 1042324 95 86 7 T1T1 B1B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-2-0 23-4-0 1-2-0 -1-2-0 11-1-0 11-1-0 11-1-0 22-2-0 22-2-0 5- 5 - 1 0-5-0 5- 0 - 7 Scale = 1:43.2 Plate Offsets (X, Y):[18:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 12 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 98 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 22-2-0. (lb) -Max Horiz 2=-90 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 20, 21, 22 Max Grav All reactions 250 (lb) or less at joint(s) 15, 18, 21 except 2=274 (LC 18), 12=274 (LC 18), 14=271 (LC 1), 16=273 (LC 20), 17=286 (LC 20), 19=286 (LC 19), 20=273 (LC 19), 22=271 (LC 1) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-17=-258/89, 6-19=-258/89 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 17, 16, 15, 14, 19, 20, 21, 22, 2. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . D01 1 121-010931T Hip Supported Gable Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:BdYJ9oFl3pNDvCViIfJuMtz33w4-OVhEsvD9IOmMVHSR2?BUtV8yIkBpHaUKtqIUXyzHamb 512 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 71 2 9 8 6 53 4 T1T1 B1 B2 W2 W1 W2 W1 1-2-0 23-4-0 1-2-0 -1-2-0 5-3-12 11-1-0 5-3-12 16-4-12 5-9-4 5-9-4 5-9-4 22-2-0 5-10-0 14-0-0 8-2-0 8-2-0 8-2-0 22-2-0 5- 5 - 1 0-5-0 5- 0 - 7 Scale = 1:43.1 Plate Offsets (X, Y):[9:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.10 6-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.19 6-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(CT)-0.05 2 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 6-8 >999 240 BCDL 7.0 Weight: 90 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1186/0-5-8, (min. 0-1-8), 6=1186/0-5-8, (min. 0-1-8) Max Horiz 6=-90 (LC 17) Max Uplift 2=-243 (LC 12), 6=-243 (LC 13) 17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1697/522, 5-6=-2058/591, 2-3=-2058/591, 3-4=-1697/522 BOT CHORD 2-9=-445/1803, 8-9=-214/1224, 6-8=-445/1803 WEBS 4-9=-125/584, 3-9=-565/233, 4-8=-125/584, 5-8=-565/233 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 2 and 243 lb uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . D02 3 121-010931T Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:vZ94GDN0iteo6lGdtlVEm_z33vw-OVhEsvD9IOmMVHSR2?BUtV8uxk77HXkKtqIUXyzHamb 512 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 1 2 8 7 6 910 53 4 T2T1 B1 B2 W2 W1 W2 W1 1-2-0 -1-2-0 4-0-11 11-1-0 4-0-11 15-1-11 7-0-5 22-2-0 7-0-5 7-0-5 5-10-0 14-0-0 8-2-0 22-2-0 8-2-0 8-2-0 5- 5 - 1 0-5-0 5- 0 - 7 Scale = 1:41.3 Plate Offsets (X, Y):[2:0-2-8,0-1-8], [6:0-2-8,0-1-8], [8:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL)-0.14 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.24 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.05 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 6-7 >999 240 BCDL 7.0 Weight: 87 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 3-9-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-0 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=1190/0-5-8, (min. 0-1-8), 6=1060/0-5-8, (min. 0-1-8) Max Horiz 2=97 (LC 12) Max Uplift 2=-244 (LC 12), 6=-203 (LC 13) 18 18FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1782/595, 5-9=-1791/574, 6-9=-1999/562, 2-10=-1983/549, 3-10=-1775/561, 3-4=-1766/581 BOT CHORD 2-8=-432/1711, 7-8=-243/1220, 6-7=-447/1729 WEBS 4-8=-195/736, 3-8=-546/236, 4-7=-217/787, 5-7=-581/245 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 6 and 244 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . D03 2 121-010931T Common Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:Jgu41spE_FIY2RbkY0fvmnz33vL-OVhEsvD9IOmMVHSR2?BUtV8sRk5HHWKKtqIUXyzHamb 512 =6x12 =3x6 =3x4 =5x6 =3x6 =12x12 =6x8 =4x8 =12x12 =3x4 =4x12 =5x8 =5x8 1 2 16 17 18 13 19 20 12 21 2211 23 24 10 25 269 27 28 29 8 73 1514 64 5 T1 T2 B1 B2 W1 W2 W3 W4 W5 W6 W7 W8 W9 1-2-0 -1-2-0 3-3-8 17-8-0 3-3-8 7-9-8 3-3-8 11-1-0 3-3-8 14-4-8 4-6-0 22-2-0 4-6-0 4-6-0 3-3-8 17-8-0 3-3-8 7-9-8 3-3-8 11-1-0 3-3-8 14-4-8 4-6-0 4-6-0 4-6-0 22-2-0 5- 5 - 1 0-5-0 0- 1 - 3 0- 1 - 3 0- 8 - 1 0- 9 - 4 4- 3 - 3 5- 0 - 7 Scale = 1:43.9 Plate Offsets (X, Y):[8:0-7-0,Edge], [10:0-3-8,0-7-8], [11:0-6-0,0-7-8] Loading (psf)Spacing 1-11-4 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.22 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.35 10-11 >741 240 TCDL 7.0 Rep Stress Incr NO WB 0.81 Horz(CT)0.07 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 10-11 >999 240 BCDL 7.0 Weight: 468 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* T2:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=8040/0-5-8, (min. 0-3-2), 8=10980/0-5-8, (min. 0-4-1) Max Horiz 2=97 (LC 12) Max Uplift 2=-967 (LC 12), 8=-1295 (LC 13) Max Grav 2=8801 (LC 2), 8=11397 (LC 23) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-18617/2339, 3-14=-18062/2414, 4-14=-18031/2420, 4-5=-16599/2346, 5-6=-16737/2362, 6-15=-21462/2944, 7-15=-21489/2938, 7-8=-23560/3015 BOT CHORD 2-16=-2117/17220, 16-17=-2117/17220, 17-18=-2117/17220, 13-18=-2117/17220, 13-19=-2117/17220, 19-20=-2117/17220, 12-20=-2117/17220, 12-21=-2122/16688, 21-22=-2122/16688, 11-22=-2122/16688, 11-23=-2614/19861, 23-24=-2614/19861, 10-24=-2614/19861, 10-25=-2764/21903, 25-26=-2764/21903, 9-26=-2764/21903, 9-27=-2764/21903, 27-28=-2764/21903, 28-29=-2764/21903, 8-29=-2764/21903 WEBS 3-13=-164/611, 3-12=-861/135, 4-12=-51/1969, 4-11=-2022/157, 5-11=-1672/12437, 6-11=-6112/824, 6-10=-649/5597, 7-10=-2473/168, 7-9=0/1378 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 5 rows staggered at 0-4-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)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 1295 lb uplift at joint 8 and 967 lb uplift at joint 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. Job Truss Truss Type Qty Ply . D04 1 321-010931T Roof Special Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:?aasCnT16kDrfh6bhkZUTGz33qe-shEc3FEn3iuD7Q1ecjijQih1j8Mw0sMT5U113OzHama Continued on page 2 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 495 lb down at 1-4-0, 641 lb down and 36 lb up at 2-8-0, 641 lb down and 36 lb up at 4-0-0, 641 lb down and 36 lb up at 5-4-0, 641 lb down and 36 lb up at 6-8-0, 641 lb down and 36 lb up at 8-0-0, 641 lb down and 36 lb up at 9-4-0, 1426 lb down and 162 lb up at 10-8-0, 4597 lb down and 716 lb up at 12-0-0, 2909 lb down and 502 lb up at 13-4-0, 362 lb down at 14-8-0, 1125 lb down and 74 lb up at 16-0-0, 1125 lb down and 74 lb up at 17-4-0, 1125 lb down and 74 lb up at 18-8-0, and 1125 lb down and 74 lb up at 20-0-0, and 1126 lb down and 74 lb up at 21-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-81, 5-8=-81, 2-8=-14 Concentrated Loads (lb) Vert: 12=-453 (B), 10=-98 (B), 16=-205 (B), 17=-453 (B), 18=-453 (B), 19=-453 (B), 20=-453 (B), 21=-453 (B), 22=-1222 (B), 23=-4597 (B), 24=-2909 (B), 25=-1018 (B), 26=-1018 (B), 27=-1018 (B), 28=-1018 (B), 29=-1019 (B) Job Truss Truss Type Qty Ply . D04 1 321-010931T Roof Special Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 2 ID:?aasCnT16kDrfh6bhkZUTGz33qe-shEc3FEn3iuD7Q1ecjijQih1j8Mw0sMT5U113OzHama 512 =3x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =3x4 71 2 10 9 8 6 11 12 53 4 T1 T1 B1 ST2 ST1 ST1 1-2-0 13-2-0 1-2-0 -1-2-0 6-0-0 6-0-0 6-0-0 12-0-0 12-0-0 3- 3 - 1 0 0-4-1 2- 1 0 - 1 Scale = 1:27.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 45 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-0-0. (lb) -Max Horiz 2=-53 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6 except 8=-117 (LC 13), 10=-118 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 9 except 2=288 (LC 19), 6=288 (LC 20), 8=443 (LC 20), 10=443 (LC 19) 21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-367/171, 5-8=-367/171 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=117, 8=117. 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 . E01 1 121-010931T Common Supported Gable Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:dzXfjU?dxw5srQUV_6K8DJz33DD-OVhEsvD9IOmMVHSR2?BUtV8yHkBqHacKtqIUXyzHamb 512 =5x8 =4x12 =5x8 =4x5 =8x12 =5x8 =4x12 =5x8 HGUS28-2 HUS26 1 2 9 8 7 12 6 11 10 3 5 4 T1 T2 B1 W1 W2 W3 W2 W1 1-2-0 -1-2-0 2-1-8 8-1-8 2-1-8 6-0-0 3-10-8 12-0-0 3-10-8 3-10-8 2-1-8 8-1-8 2-1-8 6-0-0 3-10-8 12-0-0 3-10-8 3-10-8 3- 3 - 1 0 0-4-1 2- 1 0 - 1 Scale = 1:27.1 Plate Offsets (X, Y):[2:0-4-0,0-2-14], [6:0-4-0,0-2-14], [7:0-6-4,0-2-0], [9:0-6-4,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)-0.11 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT)-0.14 7-8 >982 240 TCDL 7.0 Rep Stress Incr NO WB 0.91 Horz(CT)0.03 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 7-8 >999 240 BCDL 7.0 Weight: 129 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1:2x4 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 3-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2550/0-5-8, (min. 0-1-8), 6=5528/0-5-8, (min. 0-2-15) Max Horiz 2=64 (LC 26) Max Uplift 2=-565 (LC 10), 6=-1144 (LC 11) 22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5355/1132, 3-10=-5262/1137, 3-4=-5781/1273, 4-5=-5772/1265, 5-11=-10411/2260, 6-11=-10469/2256 BOT CHORD 2-9=-1054/4889, 8-9=-1054/4889, 7-8=-2054/9639, 7-12=-2054/9639, 6-12=-2054/9639 WEBS 3-9=-685/190, 3-8=-150/672, 4-8=-905/4132, 5-8=-5339/1180, 5-7=-971/4623 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)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 1144 lb uplift at joint 6 and 565 lb uplift at joint 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)Use Simpson Strong-Tie HGUS28-2 (36-16d Girder, 6-16d Truss) or equivalent at 8-1-8 from the left end to connect truss(es) A01 (2 ply 2x4 DF or DF-N) to back face of bottom chord. 12)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 10-0-12 from the left end to connect truss(es) A02 (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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply . E02 1 221-010931T Common Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:nybiAIiNxf7P?lub9z?kH9z33Me-OVhEsvD9IOmMVHSR2?BUtV8tXk1THNVKtqIUXxzHamb Continued on page 2 Vert: 1-4=-84, 4-6=-84, 2-6=-14 Concentrated Loads (lb) Vert: 7=-5031 (B), 12=-1794 (B) Job Truss Truss Type Qty Ply . E02 1 221-010931T Common Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 2 ID:nybiAIiNxf7P?lub9z?kH9z33Me-OVhEsvD9IOmMVHSR2?BUtV8tXk1THNVKtqIUXxzHamb 512 =2x4 =4x5 =3x4 =3x4 =1.5x4 1 2 6 5 4 3 T1 T2 W3 B1 W1 W2 1-2-0 -1-2-0 2-0-0 8-0-0 6-0-0 6-0-0 2-0-0 8-0-0 6-0-0 6-0-0 3- 3 - 1 0 0-4-1 2- 0 - 1 0-1-13 2- 1 0 - 1 Scale = 1:24.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.03 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.06 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.13 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-6 >999 240 BCDL 7.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=507/0-5-8, (min. 0-1-8), 5=362/ Mechanical, (min. 0-1-8) Max Horiz 2=102 (LC 12) Max Uplift 2=-118 (LC 12), 5=-71 (LC 12) 24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-337/55, 3-4=-256/97, 4-5=-370/143 WEBS 4-6=-91/295 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 lb uplift at joint 2 and 71 lb uplift at joint 5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . E03 3 121-010931T Common Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:nETvj5qnhRZ8xbsDYtGR1hzHtxf-shEc3FEn3iuD7Q1ecjijQih0K8Vl00zT5U113OzHama 512 =3x4 =4x8 =1.5x4 =3x4 =1.5x4 1 2 6 5 3 4 T1 T2 W1 B1 W1 W2 1-2-0 -1-2-0 2-0-0 8-0-0 6-0-0 6-0-0 1-10-4 8-0-0 6-1-12 6-1-12 3- 3 - 1 0 0-4-1 2- 1 0 - 1 2- 1 0 - 1 Scale = 1:24.3 Plate Offsets (X, Y):[3:0-5-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.04 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.06 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-6 >999 240 BCDL 7.0 Weight: 34 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 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. 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=507/0-5-8, (min. 0-1-8), 5=362/ Mechanical, (min. 0-1-8) Max Horiz 2=120 (LC 12) Max Uplift 2=-113 (LC 12), 5=-76 (LC 12) Max Grav 2=798 (LC 28), 5=401 (LC 28) 25 25FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-474/26 BOT CHORD 2-6=-83/273, 5-6=-80/278 WEBS 3-5=-471/135 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 5 and 113 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . E04 1 121-010931T Half Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:cOqAz8vYHHJIfWJNv8NrGyzHtxZ-shEc3FEn3iuD7Q1ecjijQihxc8Vd01FT5U113OzHama 612 =3x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =3x4 71 2 10 9 8 6 1211 53 4 T1 T1 B1 ST2 ST1 ST1 1-2-0 -1-2-0 1-2-0 11-2-0 5-0-0 5-0-0 5-0-0 10-0-0 10-0-0 3- 4 - 1 5 0-4-3 2- 1 0 - 3 Scale = 1:24.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 39 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 10-0-0. (lb) -Max Horiz 2=-55 (LC 17) 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) 9 except 2=277 (LC 18), 6=277 (LC 18), 8=318 (LC 20), 10=318 (LC 19) 26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-274/147, 5-8=-274/147 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . F01 1 121-010931T Hip Supported Gable Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:X5PJPw4SzGID05obiIQ0K4z33Bq-OVhEsvD9IOmMVHSR2?BUtV8yCkBbHbuKtqIUXyzHamb 612 =3x4 =4x5 =1.5x4 =3x4 1 5 2 6 4 87 3 T1 T1 B1 W1 1-2-0 11-2-0 1-2-0 -1-2-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 3- 4 - 1 5 0-4-3 2- 1 0 - 3 Scale = 1:24.7 Plate Offsets (X, Y):[2:0-2-10,0-1-8], [4:0-2-10,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.02 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.01 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 2-6 >999 240 BCDL 7.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=590/0-5-8, (min. 0-1-8), 4=590/0-5-8, (min. 0-1-8) Max Horiz 2=55 (LC 12) Max Uplift 2=-129 (LC 12), 4=-129 (LC 13) 27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-622/176, 3-7=-523/187, 3-8=-523/187, 4-8=-622/176 BOT CHORD 2-6=-44/462, 4-6=-44/462 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 2 and 129 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . F02 1 121-010931T Common Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:3ANMmOGUCBJyxZ0gefim_Sz33Ba-OVhEsvD9IOmMVHSR2?BUtV8wMkANHaZKtqIUXyzHamb 512 =2x4 =1.5x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =2x4 71 2 10 9 8 6 1211 3 5 4 T1 T1 B1 ST2 ST1 ST1 1-2-0 -1-2-0 1-2-0 10-2-0 4-6-0 9-0-0 4-6-0 4-6-0 9-0-0 2- 8 - 2 0-4-1 2- 2 - 9 Scale = 1:23.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 34 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 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 9-0-0. (lb) -Max Horiz 2=-42 (LC 13) 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) 9 except 2=275 (LC 18), 6=275 (LC 18), 8=274 (LC 20), 10=274 (LC 19) 28 28FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . G01 1 121-010931T Common Supported Gable Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:LWI?EnLtZKCzHe20YeKPmxz33BT-shEc3FEn3iuD7Q1ecjijQih618Xu02HT5U113OzHama 512 =4x5 =4x5 =3x6 =4x5 HGUS28-2 1 8 2 5 4 7 6 3 T1 T2 B1 W1 1-2-0 -1-2-0 4-6-0 4-6-0 4-6-0 9-0-0 4-6-0 4-6-0 4-6-0 9-0-0 2- 8 - 2 0-4-1 2- 2 - 9 Scale = 1:25.1 Plate Offsets (X, Y):[2:0-5-6,0-2-0], [4:0-5-6,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL)-0.02 4-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.33 Vert(CT)-0.03 4-5 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.14 Horz(CT)0.00 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 4-5 >999 240 BCDL 7.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=889/0-5-8, (min. 0-1-8), 4=4542/0-5-8, (min. 0-1-10) Max Horiz 2=53 (LC 14) Max Uplift 2=-201 (LC 10), 4=-1036 (LC 11) 29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-1746/348, 3-6=-1670/353, 3-7=-1670/345, 4-7=-1724/337 BOT CHORD 2-5=-294/1545, 5-8=-294/1545, 4-8=-294/1545 WEBS 3-5=-161/938 NOTES 1)Special connection required to distribute bottom chord loads equally between all plies. 2)3-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 MITRSLK-G006 as follows: 2x8 - 3 rows staggered at 0-1-0 oc. Web chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. 3)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. 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 1036 lb uplift at joint 4 and 201 lb uplift at joint 2. 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)Use Simpson Strong-Tie HGUS28-2 (36-16d Girder, 6-16d Truss) or equivalent at 8-1-8 from the left end to connect truss(es) A13 (2 ply 2x4 DF or DF-N) to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 2-4=-14 Concentrated Loads (lb) Job Truss Truss Type Qty Ply . G02 1 321-010931T Common Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:md1_?Ro5risjDJN7DvV4mkz33Au-shEc3FEn3iuD7Q1ecjijQih6E8SA00rT5U113OzHama Continued on page 2 Vert: 8=-4472 (F) Job Truss Truss Type Qty Ply . G02 1 321-010931T Common Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 2 ID:md1_?Ro5risjDJN7DvV4mkz33Au-shEc3FEn3iuD7Q1ecjijQih6E8SA00rT5U113OzHama 5 12 =2x4 =4x5 =1.5x4 =3x4 =3x6 1 2 6 5 8 4 7 3 T1 T2 B1 W1 HW2 1-2-0 -1-2-0 3-6-0 8-0-0 4-6-0 4-6-0 3-6-0 8-0-0 4-6-0 4-6-0 2- 8 - 2 0-4-1 2- 2 - 9 Scale = 1:22.4 Plate Offsets (X, Y):[5:0-4-4,0-0-3] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.01 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)-0.02 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 6 >999 240 BCDL 7.0 Weight: 29 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 SLIDER Right 2x4 DF Stud/Std -- 1-8-3 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=514/0-5-8, (min. 0-1-8), 5=369/ Mechanical, (min. 0-1-8) Max Horiz 2=50 (LC 12) Max Uplift 2=-118 (LC 12), 5=-67 (LC 13) 31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-491/149, 3-7=-395/153, 3-4=-405/161, 4-8=-462/157, 5-8=-492/154 BOT CHORD 2-6=-75/374, 5-6=-75/374 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 5 and 118 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . G03 2 121-010931T Common Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:FhZiUF24Szqb5MEhcfbflUzHtxN-shEc3FEn3iuD7Q1ecjijQih5Y8Wi01zT5U113OzHama 512 =3x4 =4x8 =1.5x4 =3x4 =1.5x4 1 2 6 5 3 4 T1 T2 W1 B1 W1 W2 1-2-0 -1-2-0 2-1-8 8-0-0 5-10-8 5-10-8 1-11-12 8-0-0 6-0-4 6-0-4 3- 3 - 0 0-4-1 2- 9 - 7 Scale = 1:24.2 Plate Offsets (X, Y):[3:0-5-0,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.03 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)-0.06 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 2-6 >999 240 BCDL 7.0 Weight: 34 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 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. 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=507/0-5-8, (min. 0-1-8), 5=362/ Mechanical, (min. 0-1-8) Max Horiz 2=118 (LC 12) Max Uplift 2=-113 (LC 12), 5=-74 (LC 8) Max Grav 2=794 (LC 28), 5=391 (LC 28) 32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/34 BOT CHORD 2-6=-89/285, 5-6=-86/290 WEBS 3-5=-466/138 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 5 and 113 lb uplift at joint 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . G04 1 121-010931T Half Hip Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:BLCuUlH?zoDutHBKD9R71UzHtx4-shEc3FEn3iuD7Q1ecjijQihxK8Vj01GT5U113OzHama 612 =3x6 =4x5 =2x4 =2x4 =4x5 =3x6 1 6 9 12 2 8 7 5 10 11 3 4 T1 T2 T1 B1 W1 W1 0- 3 - 0 0-10-0 2-8-0 1-2-0 5-8-0 1-2-0 -1-2-0 1-10-0 1-10-0 1-10-0 4-6-0 0-6-8 2-6-4 1-11-12 1-11-12 1-11-12 4-6-0 1- 9 - 1 5 0-4-3 0-6-3 1- 3 - 3 Scale = 1:29.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)0.00 2-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)0.00 8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.01 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 7 >999 240 BCDL 7.0 Weight: 22 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 4-6-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=349/0-5-8, (min. 0-1-8), 5=349/0-5-8, (min. 0-1-8) Max Horiz 2=27 (LC 14) Max Uplift 2=-98 (LC 10), 5=-98 (LC 11) Max Grav 2=525 (LC 29), 5=525 (LC 29) 33 33FORCES (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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 2 and 98 lb uplift at joint 5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 1-10-6 from the left end to connect truss(es) J2 (1 ply 2x4 DF or DF-N), HH1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 2 lb up at 1-10-0, and 45 lb down and 2 lb up at 2-8-0 on top chord, and 29 lb down and 19 lb up at 2-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 4-6=-84, 2-5=-14 Concentrated Loads (lb) Vert: 8=-29 (B), 7=-29 (B) Job Truss Truss Type Qty Ply . H01 1 121-010931T Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:ZVyrmABjvk8_pLnxciWl6nz336W-shEc3FEn3iuD7Q1ecjijQih5V8W502qT5U113OzHama 3.5412 =3x6 =1.5x4 =3x4 =3x4 =3x4 =3x6 =3x4 Special Special Special TJC37 TJC37 TJC37 Special Special Special TJC37 TJC37 TJC37 1 16 2 14 10 15 9 8 7 11 3 12 4 13 56 T1 W5 B1 W1 W2 W3 W4 1-7-13 -1-7-13 3-4-5 7-7-3 3-7-13 11-3-0 4-2-14 4-2-14 0-2-8 11-3-0 3-4-5 7-7-3 3-5-5 11-0-8 4-2-14 4-2-14 4- 1 - 4 0-4-1 3- 7 - 1 3 Scale = 1:34.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.05 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.06 9-10 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.02 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 9-10 >999 240 BCDL 7.0 Weight: 51 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=840/0-7-6, (min. 0-1-8), 8=837/ Mechanical, (min. 0-1-8) Max Horiz 2=161 (LC 6) Max Uplift 2=-250 (LC 6), 8=-239 (LC 10) Max Grav 2=851 (LC 17), 8=890 (LC 17) 34 34FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1509/301, 3-11=-1447/310, 3-12=-1052/234, 4-12=-953/216 BOT CHORD 2-14=-397/1379, 10-14=-397/1379, 10-15=-397/1379, 9-15=-397/1379, 9-16=-276/968, 8-16=-276/968 WEBS 3-9=-441/130, 4-9=0/309, 4-8=-1128/322 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 8 and 250 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 5-7-14 oc max. starting at 2-8-7 from the left end to 8-4-5 to connect truss(es) J1C (1 ply 2x4 DF or DF- N), J1A (1 ply 2x4 DF or DF-N) to front face of bottom chord. 11)Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-6-6 from the left end to connect truss(es) J1B (1 ply 2x4 DF or DF-N) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 12)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-8-7 from the left end to connect truss(es) J1C (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 13)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 5-6-6 from the left end to connect truss(es) J1B (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 14)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 8-4-5 from the left end to connect truss(es) J1A (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down at 2-8-7, 15 lb down at 2-8-7, 105 lb down and 44 lb up at 5-6-6, 105 lb down and 44 lb up at 5-6-6, and 227 lb down and 87 lb up at 8-4-5, and 227 lb down and 87 lb up at 8-4-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Job Truss Truss Type Qty Ply . HA1 2 121-010931T Diagonal Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:iXUysW1OE9FV0SpXh04zLmzHtyh-shEc3FEn3iuD7Q1ecjijQih1l8TE0z9T5U113OzHama Continued on page 2 LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-6=-84, 2-7=-14 Concentrated Loads (lb) Vert: 12=-71 (F=-36, B=-36), 13=-315 (F=-158, B=-158), 15=-11 (F=-6, B=-6), 16=-39 (F=-20, B=-20) Job Truss Truss Type Qty Ply . HA1 2 121-010931T Diagonal Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 2 ID:iXUysW1OE9FV0SpXh04zLmzHtyh-shEc3FEn3iuD7Q1ecjijQih1l8TE0z9T5U113OzHama 1312 =3x4 =4x5 =3x4 =3x4 =3x4 1 16 15 14 13 12 11 10 9 2 867 3 5 4 T1 T2 T3 T4 B1 ST3 ST2 ST1 ST2 ST4 ST5 0-3-3 14-10-0 1-0-0 11-4-15 3-1-15 14-6-14 3-5-15 10-4-15 6-11-0 6-11-0 14-10-0 7- 6 - 3 0-0-4 3- 5 - 1 3- 8 - 1 2 3- 9 - 7 7- 6 - 3 Scale = 1:38.9 Plate Offsets (X, Y):[8:0-1-7,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 10 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 81 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, except 2-0-0 oc purlins (6-0-0 max.): 6-8. 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 14-10-0. (lb) -Max Horiz 1=-191 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 10, 14 except 11=-149 (LC 11), 12=-108 (LC 11), 13=-130 (LC 11), 15=-132 (LC 10), 16=-197 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 10, 11, 12, 13, 14, 15 except 16=287 (LC 17) 36 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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) 1, 10, 14 except (jt=lb) 15=132, 16=197, 13=130, 12=107, 11=149. 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 . HF-A1 1 121-010931T Lay-In Gable Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:GGTlnCQxD1j4zfOHA93qnszHsi8-Kuo_HbFPq004kacqAQDyywEI5YtalTrdK8nabrzHamZ 1312 =3x4 =4x5 =3x4 1 12 11 10 9 8 7 2 6 3 5 4 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 0-3-3 13-10-0 6-7-14 13-6-14 6-11-0 6-11-0 13-10-0 7- 6 - 3 0-0-4 7- 2 - 8 Scale = 1:38.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.06 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horiz(TL)0.00 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 75 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 13-10-0. (lb) -Max Horiz 1=-191 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7 except 8=-198 (LC 11), 9=-130 (LC 11), 11=-132 (LC 10), 12=-198 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 7, 9, 10, 11 except 8=288 (LC 18), 12=287 (LC 17) 37 37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=131, 12=197, 9=130, 8=198. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . HF-A2 1 121-010931T Lay-In Gable Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:o79uhnGRf?YGjtS51NvLLnzHtvo-Kuo_HbFPq004kacqAQDyywEI8YtYlUJdK8nabrzHamZ 4.24 12 =3x4 1 2 4 3 T1 B1 1-7-13 -1-7-13 2-6-6 2-6-6 2-6-6 1- 9 - 7 0-4-3 1- 2 - 1 4 Scale = 1:15.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL)0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 10 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-6 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=353/0-7-6, (min. 0-1-8), 4=33/ Mechanical, (min. 0-1-8) Max Horiz 2=81 (LC 6) Max Uplift 2=-168 (LC 6), 4=-8 (LC 6) Max Grav 2=634 (LC 16), 4=48 (LC 16) 38 38FORCES (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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)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)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 2 and 8 lb uplift at joint 4. 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 . HH1 2 121-010931T Diagonal Hip Girder Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:vz_xS1lX8IaoN_Dzu?TLmcz33p_-shEc3FEn3iuD7Q1ecjijQih?t8WZ02?T5U113OzHama 512 =3x4 =1.5x4 =3x4 =1.5x4 1 2 5 6 3 4 T1 W2 B1 W1 1-2-0 -1-2-0 3-8-2 8-0-0 4-3-14 4-3-14 8-0-0 4- 1 - 1 0 0-4-1 3- 8 - 1 Scale = 1:25.9 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.18 2-5 >516 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.30 2-5 >303 240 TCDL 7.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.01 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=507/0-5-8, (min. 0-1-8), 5=362/ Mechanical, (min. 0-1-8) Max Horiz 2=152 (LC 12) Max Uplift 2=-105 (LC 12), 5=-117 (LC 12) Max Grav 2=543 (LC 19), 5=452 (LC 19) 39 39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-589/139, 3-6=-465/151 BOT CHORD 2-5=-268/481 WEBS 3-5=-532/297 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 5 and 105 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . J1 17 121-010931T Jack-Closed Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:tr3qTrYIfsCBDIlrLdMakKzHtzJ-shEc3FEn3iuD7Q1ecjijQih508Rs00HT5U113OzHama 5 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 5-10-15 5-10-15 5-10-15 3- 3 - 3 0-4-1 2- 9 - 1 0 Scale = 1:21 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.09 2-4 >758 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 19 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=413/0-5-8, (min. 0-1-8), 3=220/ Mechanical, (min. 0-1-8), 4=39/ Mechanical, (min. 0-1-8) Max Horiz 2=117 (LC 12) Max Uplift 2=-89 (LC 12), 3=-108 (LC 12) Max Grav 2=439 (LC 19), 3=276 (LC 19), 4=96 (LC 5) 40 40FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 3 and 89 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . J1A 4 121-010931T Jack-Open Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:X8oM_yhqqYjUf8g928aODszHtz7-Kuo_HbFPq004kacqAQDyywEA4YqGlVFdK8nabrzHamZ 5 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 3-10-15 3-10-15 3-10-15 2- 5 - 3 0-4-1 1- 1 1 - 1 0 Scale = 1:19.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)-0.02 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 13 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=324/0-5-8, (min. 0-1-8), 3=128/ Mechanical, (min. 0-1-8), 4=25/ Mechanical, (min. 0-1-8) Max Horiz 2=83 (LC 12) Max Uplift 2=-76 (LC 12), 3=-65 (LC 12) Max Grav 2=338 (LC 19), 3=155 (LC 19), 4=62 (LC 5) 41 41FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 76 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . J1B 4 121-010931T Jack-Open Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:qVj0SLnDAibU?DiVy6C2?LzHtz0-shEc3FEn3iuD7Q1ecjijQih508W102?T5U113NzHama 5 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 1-10-15 1-10-15 1-10-15 1- 7 - 3 0-4-1 1-1-10 Scale = 1:18.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 7 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 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=234/0-5-8, (min. 0-1-8), 3=41/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=50 (LC 12) Max Uplift 2=-68 (LC 8), 3=-54 (LC 18) Max Grav 2=288 (LC 18), 3=48 (LC 19), 4=32 (LC 5) 42 42FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 3 and 68 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . J1C 4 121-010931T Jack-Open Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:ff4HjOr_mYMej89fJNJSFczHtyw-shEc3FEn3iuD7Q1ecjijQih6r8X?02?T5U113NzHama 612 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 1-10-0 1-10-0 1-10-0 1- 9 - 1 5 0-4-3 1- 3 - 3 Scale = 1:18.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL)0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 7 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 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-0 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=233/0-5-8, (min. 0-1-8), 3=37/ Mechanical, (min. 0-1-8), 4=12/ Mechanical, (min. 0-1-8) Max Horiz 2=59 (LC 12) Max Uplift 2=-60 (LC 12), 3=-58 (LC 18) Max Grav 2=292 (LC 18), 3=43 (LC 19), 4=30 (LC 5) 43 43FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 3 and 60 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . J2 2 121-010931T Jack-Open Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:yJLlSXWccTAVb3GJHVduVcz33pH-shEc3FEn3iuD7Q1ecjijQih6m8X002?T5U113OzHama 512 =2x4 =2x4 =1.5x4 1 2 4 5 3 T1 W1 B1 1-2-0 -1-2-0 4-3-8 4-3-8 0-1-12 4-3-8 4-1-12 4-1-12 2- 7 - 1 0-5-0 1- 1 0 - 1 5 0-1-3 0-3-8 Scale = 1:25.2 Plate Offsets (X, Y):[4:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.10 Vert(CT)-0.02 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=331/0-3-8, (min. 0-1-8), 4=176/0-1-8, (min. 0-1-8) Max Horiz 2=89 (LC 12) Max Uplift 2=-74 (LC 12), 4=-58 (LC 12) Max Grav 2=346 (LC 19), 4=208 (LC 19) 44 44FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 2 and 58 lb uplift at joint 4. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . M07 5 121-010931T Monopitch Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:ng1Pb7PaGTfEjE73CaI7utz332M-OVhEsvD9IOmMVHSR2?BUtV8xskBVHblKtqIUXyzHamb 512 =2x4 =2x4 =1.5x4 1 2 4 5 3 T1 W1 B1 1-2-0 -1-2-0 5-9-8 5-9-8 0-1-12 5-9-8 5-7-12 5-7-12 3- 2 - 9 0-5-0 2- 6 - 7 0-3-8 Scale = 1:27.2 Plate Offsets (X, Y):[4:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.08 2-4 >808 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 21 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 5-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=399/0-3-8, (min. 0-1-8), 4=255/0-1-8, (min. 0-1-8) Max Horiz 2=114 (LC 12) Max Uplift 2=-85 (LC 12), 4=-84 (LC 12) Max Grav 2=423 (LC 19), 4=308 (LC 19) 45 45FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-270/164 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 2 and 84 lb uplift at joint 4. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . M08 3 121-010931T Monopitch Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:4HTTdLidcrgqcwygccjlsxz332_-OVhEsvD9IOmMVHSR2?BUtV8s_k9yHblKtqIUXyzHamb 512 =2x4 =2x4 =1.5x4 1 3 4 2 T1 W1 B1 4-9-8 0-1-12 4-9-8 4-7-12 4-7-12 2- 4 - 1 5 0-5-0 2- 1 - 7 0-3-8 Scale = 1:22.1 Plate Offsets (X, Y):[3:Edge,0-1-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.02 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.13 Vert(CT)-0.04 1-3 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=221/0-3-8, (min. 0-1-8), 3=221/0-1-8, (min. 0-1-8) Max Horiz 1=84 (LC 12) Max Uplift 1=-35 (LC 12), 3=-73 (LC 12) Max Grav 1=228 (LC 19), 3=244 (LC 19) 46 46FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s) 3 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) 3. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 1 and 73 lb uplift at joint 3. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . M09 1 121-010931T Monopitch Job Reference (optional) Run: 8.42 S Feb 10 2021 Print: 8.420 S Feb 10 2021 MiTek Industries, Inc. Tue May 11 10:39:54 Page: 1 ID:Y05izJ7aMb4tII7P9TrynJz331R-OVhEsvD9IOmMVHSR2?BUtV8v1kA2HblKtqIUXyzHamb