Loading...
HomeMy WebLinkAboutTRUSS - 21-00522 - 1127 Larch Dr - New SFRJob 215451 Truss A1G Truss Type Half Hip Girder Qty 1 Ply 2 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:38 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-GgEONLju?pop9ijEKSLHBjOvhsvjDX7lsp_v5vyuBZ3 Scale = 1:77.3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 HW1 T3T4 B2B31 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5x6 3x6 2x4 6x8 4x6 4x6 3x4 3x8 1.5x4 3x8 1.5x4 1.5x4 3x8 1.5x4 4x8 1.5x4 4x8 3x6 4x6 6-6-14 6-6-14 12-10-0 6-3-2 19-2-13 6-4-14 25-7-11 6-4-14 32-0-9 6-4-14 38-5-6 6-4-14 45-0-0 6-6-10 -1-4-0 1-4-0 6-6-14 6-6-14 12-10-0 6-3-2 19-2-13 6-4-14 25-7-11 6-4-14 32-0-9 6-4-14 38-5-6 6-4-14 45-0-0 6-6-10 0- 6 - 1 4 4- 9 - 5 4- 1 1 - 7 4- 9 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.50 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.48 0.13 0.31 (loc) 16-17 16-17 12 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 454 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W4,W6,W8,W10,W12: 2x4 DF No.2 WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-6-0 max.): 3-11. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. REACTIONS.(lb/size) 12=2522/Mechanical, 2=2735/0-5-8 (min. 0-1-8) Max Horz2=153(LC 5) Max Uplift12=-1071(LC 5), 2=-914(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4224/1573, 3-21=-3268/1285, 21-22=-3270/1285, 22-23=-3270/1286, 4-23=-3273/1286, 4-24=-6307/2616, 24-25=-6307/2616, 25-26=-6307/2616, 5-26=-6307/2616, 5-27=-6307/2616, 27-28=-6307/2616, 6-28=-6307/2616, 6-29=-6307/2616, 7-29=-6307/2616, 7-30=-5219/2184, 30-31=-5219/2184, 31-32=-5219/2184, 8-32=-5219/2184, 8-33=-5219/2184, 33-34=-5219/2184, 9-34=-5219/2184, 9-35=-5219/2184, 10-35=-5219/2184 BOT CHORD 2-20=-1364/3334, 20-39=-2250/5335, 39-40=-2250/5335, 40-41=-2250/5335, 19-41=-2250/5335, 19-42=-2250/5335, 18-42=-2250/5335, 18-43=-2250/5335, 17-43=-2250/5335, 17-44=-2671/6273, 44-45=-2671/6273, 45-46=-2671/6273, 16-46=-2671/6273, 16-47=-2671/6273, 47-48=-2671/6273, 15-48=-2671/6273, 15-49=-2671/6273, 14-49=-2671/6273, 14-50=-1372/3174, 50-51=-1372/3174, 51-52=-1372/3174, 13-52=-1372/3174, 13-53=-1372/3174, 53-54=-1372/3174, 54-55=-1372/3174, 12-55=-1372/3174 WEBS 3-20=-769/2009, 4-20=-2530/1166, 4-19=0/353, 4-17=-546/1204, 5-17=-513/331, 7-16=0/352, 7-14=-1288/536, 8-14=-506/328, 10-14=-1050/2496, 10-13=0/382, 10-12=-3834/1623 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. Continued on page 2 Job 215451 Truss A1G Truss Type Half Hip Girder Qty 1 Ply 2 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:38 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-GgEONLju?pop9ijEKSLHBjOvhsvjDX7lsp_v5vyuBZ3 NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=1071, 2=914. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 93 lb up at 8-0-0, 94 lb down and 93 lb up at 10-0-0, 94 lb down and 93 lb up at 12-0-0, 94 lb down and 93 lb up at 14-0-0, 94 lb down and 93 lb up at 16-0-0, 94 lb down and 93 lb up at 18-0-0, 94 lb down and 93 lb up at 20-0-0, 94 lb down and 93 lb up at 22-0-0, 94 lb down and 93 lb up at 24-0-0, 94 lb down and 93 lb up at 26-0-0, 94 lb down and 93 lb up at 28-0-0, 94 lb down and 93 lb up at 30-0-0, 94 lb down and 93 lb up at 32-0-0, 94 lb down and 93 lb up at 34-0-0, 94 lb down and 93 lb up at 36-0-0, 94 lb down and 93 lb up at 38-0-0, 94 lb down and 93 lb up at 40-0-0, and 94 lb down and 93 lb up at 42-0-0, and 92 lb down and 93 lb up at 44-0-0 on top chord, and 379 lb down and 190 lb up at 6-6-14, 37 lb down and 21 lb up at 8-0-0, 37 lb down and 21 lb up at 10-0-0, 37 lb down and 21 lb up at 12-0-0, 37 lb down and 21 lb up at 14-0-0, 37 lb down and 21 lb up at 16-0-0, 37 lb down and 21 lb up at 18-0-0, 37 lb down and 21 lb up at 20-0-0, 37 lb down and 21 lb up at 22-0-0, 37 lb down and 21 lb up at 24-0-0, 37 lb down and 21 lb up at 26-0-0, 37 lb down and 21 lb up at 28-0-0, 37 lb down and 21 lb up at 30-0-0, 37 lb down and 21 lb up at 32-0-0, 37 lb down and 21 lb up at 34-0-0, 37 lb down and 21 lb up at 36-0-0, 37 lb down and 21 lb up at 38-0-0, 37 lb down and 21 lb up at 40-0-0, and 37 lb down and 21 lb up at 42-0-0, and 38 lb down and 20 lb up at 44-0-0 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 (plf) Vert: 1-3=-64, 3-11=-64, 2-12=-20 Concentrated Loads (lb) Vert: 18=-19(F) 20=-379(F) 8=-35(F) 14=-19(F) 21=-35(F) 22=-35(F) 23=-35(F) 24=-35(F) 25=-35(F) 26=-35(F) 27=-35(F) 28=-35(F) 29=-35(F) 30=-35(F) 31=-35(F) 32=-35(F) 33=-35(F) 34=-35(F) 35=-35(F) 36=-35(F) 37=-35(F) 38=-39(F) 39=-19(F) 40=-19(F) 41=-19(F) 42=-19(F) 43=-19(F) 44=-19(F) 45=-19(F) 46=-19(F) 47=-19(F) 48=-19(F) 49=-19(F) 50=-19(F) 51=-19(F) 52=-19(F) 53=-19(F) 54=-19(F) 55=-21(F) Job 215451 Truss A2 Truss Type Half Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:40 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-C3M9o0l9XQ2WO0tcStOlG8TE?gYzhQh2J7T0AnyuBZ1 Scale = 1:77.3 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 T3T4 B2B3B41 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 5x6 3x6 2x4 3x5 5x6 4x6 3x8 1.5x4 3x4 3x4 1.5x4 3x8 1.5x4 5x8 1.5x4 5x8 3x6 3x6 4x6 9-6-14 9-6-14 16-6-2 6-11-4 23-7-3 7-1-0 30-8-3 7-1-0 37-9-4 7-1-0 45-0-0 7-2-12 -1-4-0 1-4-0 4-10-1 4-10-1 9-6-14 4-8-13 16-6-2 6-11-4 23-7-3 7-1-0 30-8-3 7-1-0 37-9-4 7-1-0 45-0-0 7-2-12 0- 6 - 1 4 6- 9 - 5 6- 1 1 - 7 6- 9 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.58 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.40 0.14 0.13 (loc) 17-18 17-18 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W5,W7,W9,W11: 2x4 DF No.2 WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals, and 2-0-0 oc purlins (3-6-2 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-18, 6-15, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1872/Mechanical, 2=1976/0-5-8 (min. 0-2-2) Max Horz2=218(LC 9) Max Uplift12=-185(LC 7), 2=-101(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2826/389, 3-21=-2730/409, 3-4=-2642/380, 4-22=-2120/367, 5-22=-2120/367, 5-6=-3035/420, 6-7=-2840/318, 7-8=-2840/318, 8-9=-2840/318 BOT CHORD 2-20=-320/2211, 19-20=-361/3035, 18-19=-361/3035, 17-18=-373/3263, 16-17=-373/3263, 15-16=-373/3263, 14-15=-217/1783, 13-14=-217/1783, 12-13=-217/1783 WEBS 4-20=-35/1068, 5-20=-1243/192, 5-18=0/399, 6-18=-328/81, 6-17=0/290, 6-15=-573/80, 8-15=-443/140, 9-15=-147/1433, 9-13=0/310, 9-12=-2393/238 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Exterior(2R) 3-2-0 to 15-11-4, Interior(1) 15-11-4 to 40-4-4, Exterior(2E) 40-4-4 to 44-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=185, 2=101. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A3 Truss Type Half Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:42 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-9SUvDinP32IEdJ0?ZIQDLZZZiTGd9IOLnRy7EgyuBZ? Scale = 1:78.6 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 HW1 T3 T4T5 B2B312 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 233x6 5x6 3x6 3x4 3x5 5x6 4x6 3x5 1.5x4 3x8 3x8 1.5x4 1.5x4 3x8 1.5x4 3x5 3x8 3x5 3x6 3x6 6-4-1 6-4-1 12-6-14 6-2-13 18-10-15 6-4-1 25-4-12 6-5-13 31-10-10 6-5-13 38-4-7 6-5-13 45-0-0 6-7-9 -1-4-0 1-4-0 6-4-1 6-4-1 12-6-14 6-2-13 18-10-15 6-4-1 25-4-12 6-5-13 31-10-10 6-5-13 38-4-7 6-5-13 45-0-0 6-7-9 0- 6 - 1 4 8- 9 - 5 8- 1 1 - 7 8- 9 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.50 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.12 0.09 (loc) 17-18 17-18 13 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 280 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-3 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-13, 6-20, 7-17, 9-14, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1872/Mechanical, 2=1976/0-5-8 (min. 0-2-2) Max Horz2=283(LC 9) Max Uplift13=-190(LC 7), 2=-71(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2899/351, 3-22=-2788/368, 3-4=-2477/380, 4-5=-2339/394, 5-6=-1959/389, 6-7=-2453/362, 7-8=-2453/362, 8-9=-2453/362, 9-10=-1263/238 BOT CHORD 2-21=-323/2252, 20-21=-323/2252, 19-20=-319/2429, 18-19=-319/2429, 17-18=-319/2429, 16-17=-266/2061, 15-16=-266/2061, 14-15=-266/2061, 13-14=-182/1263 WEBS 3-21=0/258, 3-20=-397/140, 5-20=-32/951, 6-20=-779/165, 6-18=0/260, 7-17=-412/129, 9-17=-89/645, 9-15=0/252, 9-14=-1314/140, 10-14=-26/1182, 10-13=-2064/211 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 6-2-8, Exterior(2R) 6-2-8 to 18-10-15, Interior(1) 18-10-15 to 40-4-4, Exterior(2E) 40-4-4 to 44-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 13=190. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A4 Truss Type Half Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:44 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-5qbfeOofbfYytdANhjShR_ewcHxHdBeeElREIYyuBYz Scale = 1:80.0 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 T3 T4 B2B3B412 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 3x6 5x6 3x6 3x4 4x5 5x6 3x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 3x5 3x8 3x5 3x6 3x6 7-10-1 7-10-1 15-6-14 7-8-13 22-9-6 7-2-9 30-1-11 7-4-4 37-5-15 7-4-5 45-0-0 7-6-0 -1-4-0 1-4-0 5-3-2 5-3-2 10-5-0 5-1-14 15-6-14 5-1-14 22-9-6 7-2-9 30-1-11 7-4-4 37-5-15 7-4-5 45-0-0 7-6-0 0- 6 - 1 4 10 - 9 - 5 10 - 1 1 - 7 10 - 9 - 5 8.00 12 Plate Offsets (X,Y)-- [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.56 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.10 0.07 (loc) 17 17-18 12 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 293 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-14 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 4-18, 7-18, 7-17, 8-13 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1872/Mechanical, 2=1976/0-5-8 (min. 0-2-2) Max Horz2=347(LC 9) Max Uplift12=-196(LC 7), 2=-84(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2870/331, 3-21=-2757/354, 3-22=-2679/364, 4-22=-2512/377, 4-5=-2251/395, 5-6=-2153/416, 6-23=-1796/399, 7-23=-1799/398, 7-8=-2029/397, 8-9=-1140/268, 9-10=-1140/268 BOT CHORD 2-20=-359/2231, 19-20=-322/2052, 18-19=-322/2052, 17-18=-295/2029, 16-17=-260/1793, 15-16=-260/1793, 14-15=-260/1793, 13-14=-260/1793, 12-13=-186/1140 WEBS 4-20=-16/334, 4-18=-464/169, 6-18=-49/833, 7-18=-485/170, 8-17=-104/412, 8-15=0/286, 8-13=-1137/129, 10-13=-28/1089, 10-12=-1968/208 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 9-2-8, Exterior(2R) 9-2-8 to 21-11-4, Interior(1) 21-11-4 to 40-4-4, Exterior(2E) 40-4-4 to 44-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=196. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A5 Truss Type HALF HIP Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:46 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-1DjQ24qw7Gog6xKmo8V9WPjGP5cZ553xh3wKMRyuBYx Scale = 1:85.8 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 3x6 5x6 3x6 2x4 3x5 5x6 3x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 3x5 3x8 3x5 3x6 9-4-1 9-4-1 18-6-14 9-2-13 25-0-6 6-5-9 31-7-11 6-7-4 38-2-15 6-7-4 45-0-0 6-9-1 -1-4-0 1-4-0 6-3-2 6-3-2 12-5-0 6-1-14 18-6-14 6-1-14 25-0-6 6-5-9 31-7-11 6-7-4 38-2-15 6-7-4 45-0-0 6-9-1 0- 6 - 1 4 12 - 9 - 5 12 - 1 1 - 7 12 - 9 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.57 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.28 0.09 0.07 (loc) 2-19 2-19 12 2-19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud, W5,W7,W9,W11: 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-6 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 9-6-2 oc bracing. WEBS 1 Row at midpt 11-12, 5-17, 7-17, 7-16, 8-13 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1872/Mechanical, 2=1976/0-5-8 (min. 0-2-2) Max Horz2=370(LC 10) Max Uplift12=-181(LC 7), 2=-70(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2860/219, 3-20=-2749/246, 3-4=-2632/247, 4-5=-2432/273, 5-6=-2068/315, 6-7=-1627/324, 7-8=-1676/285, 8-9=-873/112, 9-10=-873/112 BOT CHORD 2-19=-489/2227, 18-19=-430/1960, 17-18=-430/1960, 16-17=-285/1676, 15-16=-201/1416, 14-15=-201/1416, 13-14=-201/1416, 12-13=-112/873 WEBS 5-19=-20/441, 5-17=-598/193, 6-17=0/720, 7-17=-269/151, 7-16=-365/233, 8-16=-179/555, 8-14=0/261, 8-13=-1161/189, 10-13=-78/1168, 10-12=-1855/239 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 12-2-8, Exterior(2R) 12-2-8 to 25-0-6, Interior(1) 25-0-6 to 40-4-4, Exterior(2E) 40-4-4 to 44-10-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=181. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A6 Truss Type Piggyback Base Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:48 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-zbrATlrAeu2OLEU9wZXdbqpabuISZ0KE9NPRRKyuBYv Scale = 1:82.7 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 3x6 5x6 3x6 3x4 3x7 5x6 3x6 3x4 1.5x4 3x4 3x8 1.5x4 3x8 1.5x4 4x8 1.5x4 4x8 3x6 8-7-8 8-7-8 17-1-11 8-6-4 23-11-9 6-9-13 30-11-2 6-11-9 37-10-11 6-11-9 45-0-0 7-1-5 -1-4-0 1-4-0 5-9-7 5-9-7 11-5-9 5-8-2 17-1-11 5-8-2 23-11-9 6-9-13 30-11-2 6-11-9 37-10-11 6-11-9 45-0-0 7-1-5 0- 6 - 1 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [11:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.54 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.25 0.09 0.07 (loc) 16-17 17-19 12 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 309 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud, W7,W9,W11: 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-14 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-12, 4-17, 7-17, 7-14, 8-14 2 Rows at 1/3 pts 10-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=1872/Mechanical, 2=1976/0-5-8 (min. 0-2-2) Max Horz2=387(LC 7) Max Uplift12=-201(LC 7), 2=-91(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2867/322, 3-20=-2755/346, 3-21=-2657/369, 4-21=-2473/372, 4-5=-2142/389, 5-6=-2036/413, 6-22=-1701/403, 7-22=-1700/403, 7-8=-1558/339, 8-9=-1558/339, 9-10=-1558/339 BOT CHORD 2-19=-373/2231, 18-19=-332/2006, 17-18=-332/2006, 16-17=-286/1806, 15-16=-286/1806, 14-15=-286/1806, 13-14=-179/974, 12-13=-179/974 WEBS 4-19=-15/397, 4-17=-558/184, 6-17=-43/765, 7-17=-337/179, 7-16=0/260, 7-14=-484/112, 8-14=-426/137, 10-14=-134/1142, 10-13=0/305, 10-12=-1892/207 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 23-6-1, Interior(1) 23-6-1 to 40-4-4, Exterior(2E) 40-4-4 to 44-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 12=201. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A7 Truss Type Piggyback Base Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:50 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-w_zxuRtQAVJ6bYdX1_Z5gFu0?i?710XWchuYVCyuBYt Scale = 1:81.2 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 HW1 HW2 T4 T5 B2B312 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 3x6 5x6 3x6 4x5 3x6 3x5 1.5x4 3x4 3x5 3x4 4x8 5x6 1.5x4 3x4 3x4 3x4 1.5x4 4x5 3x6 5-9-7 5-9-7 13-2-12 7-5-5 17-1-11 3-10-15 22-6-0 5-4-5 27-10-5 5-4-5 36-4-8 8-6-4 45-0-0 8-7-8 -1-4-0 1-4-0 5-9-7 5-9-7 11-5-9 5-8-2 13-2-12 1-9-3 17-1-11 3-10-15 22-6-0 5-4-5 27-10-5 5-4-5 33-6-7 5-8-2 39-2-9 5-8-2 45-0-0 5-9-7 0- 6 - 1 4 12 - 0 - 0 0- 6 - 1 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.46 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.04 0.05 (loc) 12-13 12-13 12 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 287 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W12: 2x4 DF Stud WEDGE Left: 2x4 DF Stud , Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 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, Except: 6-0-0 oc bracing: 17-19. WEBS 1 Row at midpt 3-19, 5-19, 6-17, 7-16, 8-16, 9-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=560/0-5-8 (min. 0-1-8), 19=2002/0-5-8 (min. 0-2-2), 12=1294/Mechanical Max Horz2=253(LC 7) Max Uplift2=-22(LC 10), 19=-103(LC 10), 12=-76(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-548/19, 3-21=-358/35, 5-22=-27/288, 5-6=-454/274, 6-7=-694/331, 7-8=-694/331, 8-9=-1149/355, 9-23=-1537/333, 10-23=-1541/330, 10-11=-1721/309, 11-24=-1747/309, 12-24=-1916/295 BOT CHORD 2-20=-140/452, 19-20=-140/452, 16-17=-50/328, 15-16=0/855, 14-15=-100/1197, 13-14=-100/1197, 12-13=-174/1503 WEBS 3-20=0/288, 3-19=-553/143, 5-19=-1612/352, 5-17=-76/1016, 6-17=-868/119, 6-16=-172/932, 7-16=-386/174, 8-16=-417/57, 8-15=-78/624, 9-15=-598/200, 9-13=-21/454, 11-13=-282/152 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 34-2-11, Interior(1) 34-2-11 to 40-5-4, Exterior(2E) 40-5-4 to 44-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12 except (jt=lb) 19=103. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A8 Truss Type Piggyback Base Qty 5 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:52 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-sN4hJ7ugi6Zqqsnw9PbZlgzMTVj4Vw?p4?Nfa5yuBYr Scale = 1:82.0 T1 T2 T3 B1 B2 B3 B4 B5W1 W2 W3 W4 W5 W6W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 HW1 HW2 T4 T5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 3x6 5x6 5x6 3x6 4x5 2x4 4x5 4x5 2x4 4x5 3x4 1.5x4 5x8 3x4 6x8 3x10 1.5x4 3x8 3x8 6x8 3x5 4x8 3x5 1.5x4 6-8-0 6-8-0 13-2-12 6-6-12 15-5-8 2-2-12 17-1-11 1-8-3 22-6-0 5-4-5 27-10-5 5-4-5 29-5-8 1-7-3 34-7-4 5-1-12 39-9-0 5-1-12 45-0-0 5-3-0 -1-4-0 1-4-0 5-2-11 5-2-11 10-4-1 5-1-7 15-5-8 5-1-7 17-1-11 1-8-3 22-6-0 5-4-5 27-10-5 5-4-5 29-5-8 1-7-3 34-7-4 5-1-12 39-9-0 5-1-12 45-0-0 5-3-0 0- 6 - 1 4 12 - 0 - 0 0- 6 - 1 4 1- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-2-4], [9:0-4-4,0-2-4], [18:0-6-0,0-4-0], [22:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.31 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.06 0.04 (loc) 17 16-17 14 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 340 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W4,W13,W15,W16,W17: 2x4 DF Stud WEDGE Left: 2x4 DF Stud , Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 24-25,23-24,22-23. 1 Row at midpt 6-22 WEBS 1 Row at midpt 4-24, 7-21, 8-21, 10-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=487/0-5-8 (min. 0-1-8), 14=1257/0-5-8 (min. 0-1-8), 24=2098/0-5-8 (min. 0-2-4) Max Horz2=253(LC 7) Max Uplift2=-22(LC 10), 14=-75(LC 11), 24=-103(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-401/15, 3-26=-288/38, 3-4=-272/78, 6-7=-369/265, 7-8=-266/231, 8-9=-872/336, 9-10=-1077/390, 10-28=-1291/338, 11-28=-1305/316, 11-12=-1441/305, 12-13=-1533/284, 13-29=-1724/280, 14-29=-1897/267 BOT CHORD 2-25=-148/357, 6-22=-1281/254, 20-21=-18/691, 19-20=-18/691, 18-19=-14/1009, 10-18=-76/574, 15-16=-155/1452, 14-15=-155/1452 WEBS 3-25=-280/144, 4-25=-60/448, 4-24=-1694/303, 22-24=-769/268, 4-22=-138/1180, 6-21=-63/940, 8-21=-970/187, 8-19=-57/433, 9-19=-134/376, 10-19=-703/230, 16-18=-91/1130, 11-18=-351/142, 13-16=-333/104 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 34-2-11, Interior(1) 34-2-11 to 40-3-4, Exterior(2E) 40-3-4 to 44-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except (jt=lb) 24=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A9 Truss Type Piggyback Base Qty 2 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:55 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-Gymqx9xZ?1xOhJWVqX9GNIbr9jliiHUFmybJBQyuBYo Scale = 1:88.1 T1 T2 T3 B1 B2 B3 B4 B5W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 HW1 HW2 T4 T5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 26 25 24 23 22 21 20 19 18 17 16 27 28 29 30 3x6 5x6 5x6 3x6 4x5 2x4 4x5 4x5 2x4 4x5 3x4 1.5x4 5x8 3x4 6x8 3x10 1.5x4 3x8 3x8 6x8 3x5 4x8 3x5 1.5x4 6-8-0 6-8-0 13-2-12 6-6-12 15-5-8 2-2-12 17-1-11 1-8-3 22-6-0 5-4-5 27-10-5 5-4-5 29-5-8 1-7-3 34-7-4 5-1-12 39-9-0 5-1-12 45-0-0 5-3-0 -1-4-0 1-4-0 5-2-11 5-2-11 10-4-1 5-1-7 15-5-8 5-1-7 17-1-11 1-8-3 22-6-0 5-4-5 27-10-5 5-4-5 29-5-8 1-7-3 34-7-4 5-1-12 39-9-0 5-1-12 45-0-0 5-3-0 46-4-0 1-4-0 0- 6 - 1 4 12 - 0 - 0 0- 6 - 1 4 1- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [7:0-3-12,0-2-0], [9:0-3-12,0-2-0], [19:0-6-4,0-4-0], [23:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.31 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.06 0.04 (loc) 18 17-18 14 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 343 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W4,W13,W15,W16,W17: 2x4 DF Stud WEDGE Left: 2x4 DF Stud , Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,24-25,23-24. 1 Row at midpt 6-23 WEBS 1 Row at midpt 4-25, 7-22, 8-22, 10-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=493/0-5-8 (min. 0-1-8), 14=1362/0-5-8 (min. 0-1-8), 25=2087/0-5-8 (min. 0-2-4) Max Horz2=-258(LC 8) Max Uplift2=-23(LC 10), 14=-100(LC 11), 25=-101(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-411/22, 3-27=-299/44, 3-4=-283/85, 6-7=-345/269, 8-9=-881/336, 9-10=-1100/394, 10-29=-1289/333, 11-29=-1303/310, 11-12=-1438/295, 12-13=-1528/273, 13-30=-1766/252, 14-30=-1878/240 BOT CHORD 2-26=-142/367, 6-23=-1260/238, 21-22=-10/694, 20-21=-10/694, 19-20=0/1004, 10-19=-66/553, 16-17=-98/1432, 14-16=-98/1432 WEBS 3-26=-280/144, 4-26=-60/447, 4-25=-1693/284, 23-25=-748/270, 4-23=-120/1180, 6-22=-49/933, 8-22=-980/178, 8-20=-57/429, 9-20=-135/388, 10-20=-691/223, 17-19=-60/1115, 11-19=-350/144, 13-17=-314/98 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 34-2-11, Interior(1) 34-2-11 to 41-10-0, Exterior(2E) 41-10-0 to 46-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except (jt=lb) 25=101. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A10 Truss Type Piggyback Base Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:57 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-DKuaMqypXfB6wdgtyyBkSjgBCWOhABeYDG4QFIyuBYm Scale = 1:82.2 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 HW2 T4 T5 B2B312 3 4 5 6 7 8 9 10 11 1213 21 19 18 17 16 15 14 22 23 24 25 20 3x6 5x6 5x6 3x6 4x5 3x6 3x4 1.5x4 3x5 3x8 1.5x4 3x8 3x8 3x5 3x4 1.5x4 4x5 3x6 8-7-8 8-7-8 13-2-0 4-6-8 17-1-11 3-11-11 22-6-0 5-4-5 27-10-5 5-4-5 36-4-8 8-6-4 45-0-0 8-7-8 -1-4-0 1-4-0 5-9-7 5-9-7 11-5-9 5-8-2 17-1-11 5-8-2 22-6-0 5-4-5 27-10-5 5-4-5 33-6-7 5-8-2 39-2-9 5-8-2 45-0-0 5-9-7 46-4-0 1-4-0 0- 6 - 1 4 12 - 0 - 0 0- 6 - 1 4 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [8:0-4-4,0-2-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.47 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.05 0.04 (loc) 2-21 2-21 12 12-14 l/defl >999 >495 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W11: 2x4 DF Stud WEDGE Left: 2x4 DF Stud , Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 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, Except: 6-0-0 oc bracing: 2-21. WEBS 1 Row at midpt 4-21, 7-18, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-5-8 except (jt=length) 12=0-5-8, 20=0-3-8. (lb) - Max Horz2=-258(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2 except 21=-140(LC 10), 12=-103(LC 11) Max Grav All reactions 250 lb or less at joint(s) 2, 20 except 21=2106(LC 1), 12=1553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-22=-57/304, 3-23=-47/329, 4-23=-23/506, 4-5=-952/323, 5-6=-843/347, 6-7=-702/346, 7-8=-1081/397, 8-9=-1405/407, 9-24=-1763/365, 10-24=-1766/362, 10-11=-1947/341, 11-25=-2046/339, 12-25=-2158/315 BOT CHORD 20-21=-101/298, 19-20=-101/298, 18-19=-101/298, 17-18=-14/995, 16-17=-14/995, 15-16=-114/1405, 14-15=-114/1405, 12-14=-162/1661 WEBS 3-21=-349/154, 4-21=-1771/378, 4-18=-22/740, 7-18=-722/124, 7-16=-46/278, 8-16=-62/398, 9-16=-575/186, 9-14=-13/422 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-0, Interior(1) 3-2-0 to 10-9-5, Exterior(2R) 10-9-5 to 34-2-11, Interior(1) 34-2-11 to 41-10-0, Exterior(2E) 41-10-0 to 46-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 21=140, 12=103. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A11 Truss Type Piggyback Base Qty 5 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:47:59 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-9j?KnW_33GRqAxqG3NDCY8mWmK5ge5drhaZWKByuBYk Scale = 1:70.7 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 EV2 WCR2 T4 B2B31 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 2122 3x6 5x6 2x4 4x5 3x6 3x5 1.5x4 3x4 3x5 3x4 5x6 1.5x4 3x8 3x4 3x4 3x4 3x6 5-9-7 5-9-7 11-5-9 5-8-2 17-1-11 5-8-2 22-6-0 5-4-5 27-10-5 5-4-5 35-8-0 7-9-11 -1-4-0 1-4-0 5-9-7 5-9-7 11-5-9 5-8-2 17-1-11 5-8-2 22-6-0 5-4-5 27-10-5 5-4-5 31-7-6 3-9-2 35-8-0 4-0-10 0- 6 - 1 4 12 - 0 - 0 6- 9 - 8 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [8:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.37 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.05 0.04 (loc) 11-12 11-12 11 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 259 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,EV2: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-15, 6-13, 7-13, 8-12, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1584/0-5-8 (min. 0-1-11), 11=1480/0-3-8 (min. 0-1-9) Max Horz2=328(LC 9) Max Uplift2=-92(LC 10), 11=-30(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2246/269, 3-19=-2147/294, 3-4=-1854/345, 4-20=-1472/366, 5-20=-1450/366, 5-6=-1362/390, 6-21=-1057/381, 7-21=-1056/381, 7-22=-1056/381, 8-22=-1057/381, 8-9=-996/355 BOT CHORD 2-18=-230/1726, 17-18=-230/1726, 16-17=-191/1461, 15-16=-191/1461, 14-15=-151/1124, 13-14=-151/1124, 12-13=-79/772, 11-12=-55/557 WEBS 3-17=-353/107, 4-17=0/350, 4-15=-595/161, 6-15=-65/601, 7-13=-377/162, 8-13=-123/684, 8-12=-373/149, 9-12=-60/564, 9-11=-1412/166 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-13, Interior(1) 2-2-13 to 12-1-3, Exterior(2R) 12-1-3 to 22-2-4, Interior(1) 22-2-4 to 22-9-12, Exterior(2R) 22-9-12 to 31-8-1, Exterior(2E) 31-8-1 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A13 Truss Type Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:01 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-5675CC?KathYPEzfBoGgdZrsD8nI6zn88u2dO3yuBYi Scale = 1:72.2 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 EV2 WCR2 T4 B2B31 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 3x6 5x6 5x6 2x4 4x5 3x6 3x5 1.5x4 3x4 3x5 3x8 1.5x4 3x8 3x8 3x4 3x4 3x6 5-11-2 5-11-2 11-9-0 5-9-14 17-6-14 5-9-14 22-6-0 4-11-2 27-5-2 4-11-2 35-8-0 8-2-14 -1-4-0 1-4-0 5-11-2 5-11-2 11-9-0 5-9-14 17-6-14 5-9-14 22-6-0 4-11-2 27-5-2 4-11-2 31-4-13 3-11-11 35-8-0 4-3-3 0- 6 - 1 4 12 - 1 - 5 12 - 3 - 7 6- 9 - 8 12 - 1 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.36 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.20 0.05 0.04 (loc) 11-12 11-12 11 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 261 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,EV2: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-12, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1584/0-5-8 (min. 0-1-11), 11=1480/0-3-8 (min. 0-1-9) Max Horz2=332(LC 9) Max Uplift2=-94(LC 10), 11=-32(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2245/271, 3-19=-2144/297, 3-4=-1840/323, 4-5=-1654/347, 5-20=-1444/368, 6-20=-1332/392, 6-7=-1112/383, 7-8=-784/342, 8-9=-1011/362 BOT CHORD 2-18=-226/1725, 17-18=-226/1725, 16-17=-184/1447, 15-16=-184/1447, 14-15=-124/1042, 13-14=-124/1042, 12-13=-124/1042, 11-12=-52/575 WEBS 3-17=-369/110, 5-17=0/362, 5-15=-600/163, 6-15=-60/433, 7-15=-65/255, 7-12=-661/126, 8-12=-73/281, 9-12=-56/544, 9-11=-1408/171 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-13, Interior(1) 2-2-13 to 12-6-6, Exterior(2R) 12-6-6 to 31-11-7, Exterior(2E) 31-11-7 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A14 Truss Type Half Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:02 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-ZIhTPY0yLBpP1OYrkVnv9nO0OX6frMMHNYoAxWyuBYh Scale = 1:68.2 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 HW1 T3 T4 B2B31 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 203x6 5x6 3x6 3x4 3x6 4x5 3x6 3x5 1.5x4 3x8 1.5x4 3x4 3x8 3x4 3x6 7-4-1 7-4-1 14-6-14 7-2-13 21-5-8 6-10-10 28-5-14 7-0-6 35-8-0 7-2-2 -1-4-0 1-4-0 7-4-1 7-4-1 14-6-14 7-2-13 21-5-8 6-10-10 28-5-14 7-0-6 35-8-0 7-2-2 0- 6 - 1 4 10 - 1 - 5 10 - 3 - 7 10 - 1 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.42 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.15 0.06 0.05 (loc) 12-14 2-16 10 2-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-3 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 3-14, 6-14, 6-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1480/0-3-8 (min. 0-1-9), 2=1584/0-5-8 (min. 0-1-11) Max Horz2=326(LC 9) Max Uplift10=-160(LC 7), 2=-81(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2224/236, 3-17=-2104/268, 3-18=-1694/276, 4-18=-1559/291, 4-5=-1537/307, 5-19=-1291/324, 6-19=-1293/323, 6-7=-889/242, 7-8=-889/242 BOT CHORD 2-16=-277/1705, 15-16=-277/1705, 14-15=-277/1705, 13-14=-214/1309, 12-13=-214/1309, 11-12=-214/1309, 10-11=-159/889 WEBS 3-16=0/306, 3-14=-538/162, 5-14=0/475, 6-12=0/274, 6-11=-721/103, 8-11=-17/737, 8-10=-1511/167 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-13, Interior(1) 2-2-13 to 9-6-6, Exterior(2R) 9-6-6 to 19-7-6, Interior(1) 19-7-6 to 31-11-7, Exterior(2E) 31-11-7 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=160. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A15 Truss Type Half Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:04 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-VgpDqE2Cto37GiiDswpNECTNVLpvJKoaqsHH?OyuBYf Scale = 1:61.9 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 T3 B2B31 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 5x6 3x6 3x4 3x5 4x5 3x6 3x5 1.5x4 3x8 3x8 1.5x4 1.5x4 3x10 1.5x4 3x10 3x6 5-10-1 5-10-1 11-6-14 5-8-13 17-5-6 5-10-9 23-5-11 6-0-5 29-5-15 6-0-5 35-8-0 6-2-1 -1-4-0 1-4-0 5-10-1 5-10-1 11-6-14 5-8-13 17-5-6 5-10-9 23-5-11 6-0-5 29-5-15 6-0-5 35-8-0 6-2-1 0- 6 - 1 4 8- 1 - 5 8- 3 - 7 8- 1 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.37 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.15 0.07 0.05 (loc) 14 14-16 10 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 219 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 5-16, 5-12, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1480/0-3-8 (min. 0-1-9), 2=1584/0-5-8 (min. 0-1-11) Max Horz2=261(LC 9) Max Uplift10=-153(LC 7), 2=-67(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2247/252, 3-18=-2151/277, 3-19=-1858/284, 4-19=-1748/308, 4-20=-1451/313, 5-20=-1454/312, 5-6=-1530/265, 6-7=-1530/265, 7-8=-1530/265 BOT CHORD 2-17=-263/1730, 16-17=-263/1730, 15-16=-239/1700, 14-15=-239/1700, 13-14=-239/1700, 12-13=-239/1700, 11-12=-152/983, 10-11=-152/983 WEBS 3-16=-373/126, 4-16=0/639, 5-16=-454/135, 5-12=-279/77, 6-12=-370/116, 8-12=-100/896, 8-11=0/264, 8-10=-1596/168 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-13, Interior(1) 2-2-13 to 6-6-6, Exterior(2R) 6-6-6 to 16-7-6, Interior(1) 16-7-6 to 31-11-7, Exterior(2E) 31-11-7 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=153. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A16 Truss Type Half Hip Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:06 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-S3w_Fv3TPQKqW?sczLrrKdYjh9TBnERtIAmO4HyuBYd Scale = 1:61.7 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 HW1 T3 B2B31 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 5x6 3x6 2x4 3x4 4x5 3x6 3x8 1.5x4 3x4 3x4 1.5x4 3x4 3x8 3x4 3x6 8-6-14 8-6-14 15-2-6 6-7-9 21-11-11 6-9-5 28-8-15 6-9-5 35-8-0 6-11-1 -1-4-0 1-4-0 4-4-1 4-4-1 8-6-14 4-2-13 15-2-6 6-7-9 21-11-11 6-9-5 28-8-15 6-9-5 35-8-0 6-11-1 0- 6 - 1 4 6- 1 - 5 6- 3 - 7 6- 1 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.44 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 0.09 0.07 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W5,W7,W9: 2x4 DF No.2 WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 6-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1480/0-3-8 (min. 0-1-9), 2=1584/0-5-8 (min. 0-1-11) Max Horz2=196(LC 9) Max Uplift10=-148(LC 7), 2=-72(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2183/295, 17-18=-2121/309, 3-18=-2059/313, 3-4=-2019/293, 4-19=-1611/292, 5-19=-1614/291, 5-6=-2245/321, 6-7=-1455/204, 7-8=-1455/204 BOT CHORD 2-16=-259/1692, 15-16=-276/2245, 14-15=-276/2245, 13-14=-258/2170, 12-13=-258/2170, 11-12=-258/2170, 10-11=-183/1455 WEBS 4-16=0/750, 5-16=-835/153, 6-12=0/268, 6-11=-943/100, 8-11=0/758, 8-10=-1894/191 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-13, Interior(1) 2-2-13 to 3-6-6, Exterior(2R) 3-6-6 to 13-7-6, Interior(1) 13-7-6 to 31-11-7, Exterior(2E) 31-11-7 to 35-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=148. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss A17G Truss Type Half Hip Girder Qty 1 Ply 2 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:13 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-lPsdjI9smZCrr4uyuJUU65LwUztuwN4vvmyGpNyuBYW Scale = 1:61.7 T1 T2 EV2 B1 W1 W2 W3 W4 W5 W6 W7 W8 HW1 T3 B2B31 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 5x6 3x6 2x4 5x6 4x5 3x6 3x4 3x8 1.5x4 1.5x4 3x8 1.5x4 3x8 3x6 6-6-14 6-6-14 13-8-6 7-1-9 20-11-11 7-3-5 28-2-15 7-3-5 35-8-0 7-5-1 -1-4-0 1-4-0 6-6-14 6-6-14 13-8-6 7-1-9 20-11-11 7-3-5 28-2-15 7-3-5 35-8-0 7-5-1 0- 6 - 1 4 4- 9 - 5 4- 1 1 - 7 4- 9 - 5 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.38 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.23 0.07 0.15 (loc) 12-14 12-14 9 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 348 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W4,W6,W8: 2x4 DF No.2 WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=1990/0-3-8 (min. 0-1-8), 2=2207/0-5-8 (min. 0-1-8) Max Horz2=153(LC 7) Max Uplift9=-825(LC 5), 2=-695(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3329/1193, 3-16=-2560/986, 16-17=-2562/986, 17-18=-2562/987, 4-18=-2565/987, 4-19=-3975/1630, 19-20=-3975/1630, 20-21=-3975/1630, 5-21=-3975/1630, 5-22=-3975/1630, 6-22=-3975/1630, 6-23=-3975/1630, 23-24=-3975/1630, 7-24=-3975/1630 BOT CHORD 2-15=-1057/2608, 15-28=-1676/3973, 28-29=-1676/3973, 29-30=-1676/3973, 14-30=-1676/3973, 13-14=-1676/3973, 13-31=-1676/3973, 31-32=-1676/3973, 12-32=-1676/3973, 12-33=-1170/2716, 11-33=-1170/2716, 11-34=-1170/2716, 34-35=-1170/2716, 10-35=-1170/2716, 10-36=-1170/2716, 36-37=-1170/2716, 37-38=-1170/2716, 9-38=-1170/2716 WEBS 3-15=-525/1445, 4-15=-1696/813, 4-14=0/408, 5-12=-566/362, 7-12=-606/1478, 7-10=0/434, 7-9=-3142/1320 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=825, 2=695. 9) This truss is designed in accordance with the 2018 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. Continued on page 2 Job 215451 Truss A17G Truss Type Half Hip Girder Qty 1 Ply 2 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:13 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-lPsdjI9smZCrr4uyuJUU65LwUztuwN4vvmyGpNyuBYW NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 94 lb down and 93 lb up at 8-0-0, 94 lb down and 93 lb up at 10-0-0, 94 lb down and 93 lb up at 12-0-0, 94 lb down and 93 lb up at 14-0-0, 94 lb down and 93 lb up at 16-0-0, 94 lb down and 93 lb up at 18-0-0, 94 lb down and 93 lb up at 20-0-0, 94 lb down and 93 lb up at 22-0-0, 94 lb down and 93 lb up at 24-0-0, 94 lb down and 93 lb up at 26-0-0, 94 lb down and 93 lb up at 28-0-0, 94 lb down and 93 lb up at 30-0-0, and 94 lb down and 93 lb up at 32-0-0, and 94 lb down and 93 lb up at 34-0-0 on top chord, and 379 lb down and 190 lb up at 6-6-14, 37 lb down and 21 lb up at 8-0-0, 37 lb down and 21 lb up at 10-0-0, 37 lb down and 21 lb up at 12-0-0, 37 lb down and 21 lb up at 14-0-0, 37 lb down and 21 lb up at 16-0-0, 37 lb down and 21 lb up at 18-0-0, 37 lb down and 21 lb up at 20-0-0, 37 lb down and 21 lb up at 22-0-0, 37 lb down and 21 lb up at 24-0-0, 37 lb down and 21 lb up at 26-0-0, 37 lb down and 21 lb up at 28-0-0, 37 lb down and 21 lb up at 30-0-0, and 37 lb down and 21 lb up at 32-0-0, and 37 lb down and 21 lb up at 34-0-0 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 (plf) Vert: 1-3=-64, 3-8=-64, 2-9=-20 Concentrated Loads (lb) Vert: 13=-19(B) 15=-379(B) 4=-35(B) 14=-19(B) 10=-19(B) 7=-35(B) 16=-35(B) 17=-35(B) 18=-35(B) 19=-35(B) 20=-35(B) 21=-35(B) 22=-35(B) 23=-35(B) 24=-35(B) 25=-35(B) 26=-35(B) 27=-35(B) 28=-19(B) 29=-19(B) 30=-19(B) 31=-19(B) 32=-19(B) 33=-19(B) 34=-19(B) 35=-19(B) 36=-19(B) 37=-19(B) 38=-19(B) Job 215451 Truss B1E Truss Type HOWE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:15 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-hozN8_A6HBSZ5O2L?kWyBWQK5ndMOIFCM4RNuFyuBYU Scale = 1:73.1 T1 T2 B1 W99 STC STR1 STL1 W1 W2 W3 W4 W5 STR2 STR3 STR4 STR5 STR6STR7 STR8 STL2 EV1 WCL2 T3 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 30 29 28 27 26 25 24 23 22 21 20 19 35 32 33 31 34 36 37 18 3x6 4x5 5x6 3x6 3x4 4x5 3x6 3x8 4x10 3x6 3-4-2 3-4-2 7-0-0 3-7-14 10-7-14 3-7-14 22-0-0 11-4-2 -1-4-0 1-4-0 3-4-2 3-4-2 7-0-0 3-7-14 10-7-14 3-7-14 11-0-0 0-4-2 22-0-0 11-0-0 23-4-0 1-4-0 1- 0 - 3 12 - 0 - 3 1- 0 - 3 12.00 12 Plate Offsets (X,Y)-- [15:0-3-0,0-1-8], [33:0-3-0,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.12 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 -0.01 (loc) 28 27-28 20 27 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W99,STC,STR1,W3,STR2,STR3: 2x4 DF No.2 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, Except: 6-0-0 oc bracing: 29-30. JOINTS 1 Brace at Jt(s): 31, 32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 8-5-8 except (jt=length) 30=0-5-8. (lb) - Max Horz30=-278(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 22, 20, 19, 18 except 30=-103(LC 11), 25=-195(LC 11) Max Grav All reactions 250 lb or less at joint(s) 25, 23, 22, 21, 20 except 30=709(LC 1), 26=799(LC 18), 19=274(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-615/230, 3-4=-496/299, 4-36=-249/527, 5-36=-237/534, 5-6=-245/560, 6-7=-240/564, 7-8=-241/583, 8-9=-219/534, 9-10=-217/529, 10-37=-188/475, 11-37=-200/473, 11-12=-110/381, 12-13=-101/334, 13-14=-84/255, 2-30=-676/278 BOT CHORD 29-30=-220/275, 28-29=-110/468, 27-28=-73/568, 26-27=-73/568 WEBS 4-35=-500/75, 32-35=-491/73, 32-33=-566/101, 31-33=-762/101, 31-34=-794/101, 26-34=-804/76, 8-33=-666/223, 4-28=0/436, 28-33=-478/100, 16-19=-250/268, 2-29=-72/381 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-4-0, Exterior(2E) 20-4-0 to 23-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 22, 20, 19, 18 except (jt=lb) 30=103, 25=195. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss B2 Truss Type Common Qty 5 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:17 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-dB58ZgCMpoiGKiCj79YQGxVeNaIxsF6VqNwTy8yuBYS Scale = 1:71.8 T1 T2 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 T3 T4 B21 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 3x6 4x5 3x6 1.5x4 3x6 3x8 3x6 4x5 3x6 4x5 4x5 1.5x4 4x5 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 -1-4-0 1-4-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-4-0 1-4-0 1- 0 - 3 12 - 0 - 3 1- 0 - 3 12.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [8:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.18 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 13 14-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1,W2,W4: 2x4 DF No.2 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. WEBS 1 Row at midpt 6-13, 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1006/0-5-8 (min. 0-1-8), 10=1006/0-5-8 (min. 0-1-8) Max Horz15=282(LC 9) Max Uplift15=-48(LC 10), 10=-48(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-994/189, 3-16=-740/262, 4-16=-607/266, 4-5=-595/280, 5-17=-607/280, 6-17=-740/262, 6-7=-872/189, 7-8=-994/172, 2-15=-953/239, 8-10=-953/239 BOT CHORD 14-15=-260/358, 13-14=-71/690, 12-13=0/617, 11-12=0/617 WEBS 5-13=-234/568, 6-13=-338/193, 3-13=-338/193, 2-14=0/483, 8-11=0/483 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-4-0, Exterior(2E) 20-4-0 to 23-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss B3 Truss Type COMMON Qty 6 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:19 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-ZZDu_MDcLPy_Z?L6EZauLMb_tOzPK8MoHhPa11yuBYQ Scale = 1:71.8 T1 T2 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2 T3 T4 B2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x6 4x5 3x6 1.5x4 3x6 3x8 3x6 4x5 3x6 4x5 4x5 1.5x4 4x5 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-4-0 1-4-0 1- 0 - 3 12 - 0 - 3 1- 0 - 3 12.00 12 Plate Offsets (X,Y)-- [1:0-2-0,0-1-12], [7:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.18 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.01 (loc) 12 13-14 9 12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1,W2,W4: 2x4 DF No.2 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. WEBS 1 Row at midpt 5-12, 2-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=909/0-5-8 (min. 0-1-8), 9=1010/0-5-8 (min. 0-1-8) Max Horz14=-272(LC 6) Max Uplift14=-33(LC 11), 9=-48(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-998/189, 2-15=-747/256, 3-15=-611/271, 3-4=-541/285, 4-16=-611/283, 5-16=-744/265, 5-6=-788/191, 6-7=-998/174, 1-14=-856/172, 7-9=-957/241 BOT CHORD 13-14=-238/343, 12-13=-73/700, 11-12=0/620, 10-11=0/620 WEBS 4-12=-241/571, 5-12=-338/194, 2-12=-350/202, 1-13=0/492, 7-10=0/487 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-4-0, Exterior(2E) 20-4-0 to 23-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 9. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss C1E Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:22 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-_8u1cNGVeKLZQT4hvi8bz?DVNb?_XXREzfeEeLyuBYN Scale = 1:74.6 T1 T2 T3 B1 B2 B3W1 W2 W3 W4 W5 W6 EV1 WCL2 HW2 W7 T4 T5 B4 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18ST20 ST21 ST22 ST23 ST24 ST25ST26 ST27 ST28 1 2 3 4 5 6 7 8 910 17 16 15 14 13 12 11 62 63 64 65 3x6 4x8 4x5 3x6 6x10 3x7 3x6 4x5 3x8 3x6 3x7 3x10 3x7 3x7 3x7 3x7 3x10 3x6 3x4 3x7 5x6 3x7 5-11-10 5-11-10 11-7-12 5-8-2 16-5-4 4-9-8 16-8-0 0-2-12 21-7-13 4-11-13 26-8-0 5-0-3 -1-4-0 1-4-0 5-11-10 5-11-10 11-7-12 5-8-2 16-8-1 5-0-6 21-7-13 4-11-12 26-8-0 5-0-3 28-0-0 1-4-0 1- 0 - 3 12 - 7 - 1 5 0- 8 - 0 2- 0 - 0 12 - 7 - 1 5 12.00 12 Plate Offsets (X,Y)-- [4:0-0-7,Edge], [5:0-6-4,0-1-12], [7:0-3-0,Edge], [12:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.18 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 0.01 (loc) 16-17 16-17 9 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 361 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x6 DF SS WEBS 2x4 DF Stud *Except* W2,W3,W5,W6: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST2,ST3,ST5,ST18,ST20: 2x4 DF No.2 WEDGE Right: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-12 WEBS 1 Row at midpt 3-15, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=743/0-5-8 (min. 0-1-8), 13=1202/0-5-8 (min. 0-1-8), 9=460/0-3-8 (min. 0-1-8) Max Horz17=-275(LC 8) Max Uplift17=-37(LC 10), 13=-41(LC 10), 9=-40(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-62=-668/103, 3-62=-431/134, 3-63=-363/195, 9-65=-361/32, 2-17=-690/193 BOT CHORD 16-17=-281/359, 15-16=-133/473, 12-13=-1161/234, 6-12=-353/46 WEBS 3-15=-391/202, 5-15=-150/335, 5-12=-509/174, 8-12=-353/171 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-13, Exterior(2R) 7-4-13 to 20-10-15, Interior(1) 20-10-15 to 25-0-0 , Exterior(2E) 25-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13, 9. 10) This truss is designed in accordance with the 2018 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 215451 Truss C2 Truss Type Piggyback Base Qty 3 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:24 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-wX0n13HlAybHgnE317A32QIrtPgS?RwXRz7LiEyuBYL Scale = 1:74.6 T1 T2 T3 B1 B2 B3W1 W2 W3 W4 W5 W6 EV1 WCL2 HW2 W7 T4 T5 B41 2 3 4 5 6 7 8 910 17 16 15 14 13 12 11 18 19 20 21 3x6 4x8 4x5 3x6 1.5x4 3x6 2x4 6x10 3x7 3x6 4x5 3x8 3x6 3x7 1.5x4 5-11-10 5-11-10 11-7-12 5-8-2 16-5-4 4-9-8 16-8-0 0-2-12 21-7-13 4-11-13 26-8-0 5-0-3 -1-4-0 1-4-0 5-11-10 5-11-10 11-7-12 5-8-2 16-8-1 5-0-6 21-7-13 4-11-12 26-8-0 5-0-3 28-0-0 1-4-0 1- 0 - 3 12 - 7 - 1 5 0- 8 - 0 2- 0 - 0 12 - 7 - 1 5 12.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [12:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.18 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 0.01 (loc) 16-17 16-17 9 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x6 DF SS WEBS 2x4 DF Stud *Except* W2,W3,W5,W6: 2x4 DF No.2 WEDGE Right: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-12 WEBS 1 Row at midpt 3-15, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=743/0-5-8 (min. 0-1-8), 13=1202/0-5-8 (min. 0-1-8), 9=460/0-3-8 (min. 0-1-8) Max Horz17=-275(LC 8) Max Uplift17=-37(LC 10), 13=-41(LC 10), 9=-40(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-668/103, 3-18=-431/134, 3-19=-363/195, 9-21=-361/32, 2-17=-690/193 BOT CHORD 16-17=-281/359, 15-16=-133/473, 12-13=-1161/234, 6-12=-353/46 WEBS 3-15=-391/202, 5-15=-150/335, 5-12=-509/174, 8-12=-353/171 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-13, Exterior(2R) 7-4-13 to 20-10-15, Interior(1) 20-10-15 to 25-0-0 , Exterior(2E) 25-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 13, 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss C3G Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:27 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-K6iwf5JeTtzsXEzeiFkmg2wM3ccMCjhz7xL?JZyuBYI Scale = 1:74.6 T1 T2 EV2 B1 W1 W2 W3 W4 HW1 T3 B212 3 4 5 6 11 10 9 8 712 13 14 15 3x6 1.5x4 4x5 6x8 5x6 5x6 4x6 4x8 3x10 7x8 4x8 5-11-10 5-11-10 11-7-12 5-8-2 16-8-0 5-0-4 -1-4-0 1-4-0 5-11-10 5-11-10 11-7-12 5-8-2 16-8-0 5-0-4 1- 0 - 3 12 - 7 - 1 5 12.00 12 Plate Offsets (X,Y)-- [5:0-6-4,0-1-12], [9:0-2-12,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.56 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.02 0.06 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 444 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud, W4: 2x4 DF 2400F 2.0E SLIDER Left 2x8 DF SS - 3-10-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.(lb/size) 7=8096/0-5-8 (min. 0-2-14), 2=6420/0-5-8 (min. 0-2-5) Max Horz2=408(LC 24) Max Uplift7=-1128(LC 5), 2=-1250(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7664/1271, 3-4=-3571/523, 4-5=-3411/537 BOT CHORD 2-11=-1065/5073, 10-11=-1065/5073, 10-12=-1065/5073, 12-13=-1065/5073, 9-13=-1065/5073, 8-9=-474/2521, 8-14=-474/2521, 14-15=-474/2521, 7-15=-474/2521 WEBS 3-10=-1183/5717, 3-9=-3991/1006, 5-9=-1213/8406, 5-7=-6787/1019 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1128, 2=1250. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2502 lb down and 1091 lb up at 4-0-13, 1852 lb down and 205 lb up at 6-0-0, 1852 lb down and 210 lb up at 8-0-0, 1852 lb down and 216 lb up at 10-0-0, 1852 lb down and 201 lb up at 12-0-0, and 1852 lb down and 221 lb up at 14-0-0, and 1279 lb down and 92 lb up at 16-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 215451 Truss C3G Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 3 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:27 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-K6iwf5JeTtzsXEzeiFkmg2wM3ccMCjhz7xL?JZyuBYI LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64, 5-6=-64, 2-7=-20 Concentrated Loads (lb) Vert: 10=-1852(B) 9=-1852(B) 11=-2502(B) 12=-1852(B) 13=-1852(B) 14=-1852(B) 15=-1279(B) Job 215451 Truss D1E Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:29 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-HUpg4nLu_UDamY61qgmElT?hZQPQglXGaFq6ORyuBYG Scale = 1:56.4 EV1 T1 T2 EV2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 4x5 3x4 5x6 16-8-0 16-8-0 -1-4-0 1-4-0 8-4-0 8-4-0 16-8-0 8-4-0 18-0-0 1-4-0 1- 0 - 3 9- 4 - 3 1- 0 - 3 12.00 12 Plate Offsets (X,Y)-- [18:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.07 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 15 14 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST2,ST3,ST8: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-8-0. (lb) - Max Horz28=-227(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-129(LC 6), 16=-103(LC 7), 27=-126(LC 7), 17=-110(LC 6) Max Grav All reactions 250 lb or less at joint(s) 28, 16, 22, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-161/338, 7-8=-183/384, 8-9=-183/384, 9-10=-161/338 WEBS 8-22=-445/184 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 5-4-0, Corner(3R) 5-4-0 to 11-4-0, Exterior(2N) 11-4-0 to 15-0-0, Corner(3E) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20 , 19, 18 except (jt=lb) 28=129, 16=103, 27=126, 17=110. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss D2 Truss Type COMMON Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:31 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-DtxRVSM8W5TH?rGQx5oiru411E048cyZ2ZJDSKyuBYE Scale = 1:56.4 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 B21 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x5 4x5 3x6 3x8 4x5 4x5 2x4 2x4 4x5 8-4-0 8-4-0 16-8-0 8-4-0 -1-4-0 1-4-0 4-3-12 4-3-12 8-4-0 4-0-4 12-4-4 4-0-4 16-8-0 4-3-12 18-0-0 1-4-0 1- 0 - 3 9- 4 - 3 1- 0 - 3 12.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.38 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 0.01 0.01 (loc) 10-11 10-11 8 10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 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) 11=782/0-5-8 (min. 0-1-8), 8=782/0-5-8 (min. 0-1-8) Max Horz11=227(LC 9) Max Uplift11=-40(LC 10), 8=-40(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-284/112, 3-12=-266/134, 3-13=-560/206, 4-13=-461/228, 4-14=-461/228, 5-14=-560/206, 5-15=-266/134, 6-15=-284/112, 2-11=-346/202, 6-8=-345/202 BOT CHORD 10-11=-68/484, 9-10=0/420, 8-9=0/420 WEBS 4-10=-187/447, 3-11=-481/53, 5-8=-481/53 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 5-4-0, Exterior(2R) 5-4-0 to 11-4-0, Interior(1) 11-4-0 to 15-0-0, Exterior(2E) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss E1E Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:33 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-9G3Bw8OO2jj?F9Qo3WqAwJANV1nScWzrVtoJXDyuBYC Scale = 1:45.2 EV1 T1 T2 EV2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 3x4 4x5 3x4 14-0-0 14-0-0 -1-4-0 1-4-0 7-0-0 7-0-0 14-0-0 7-0-0 15-4-0 1-4-0 1- 0 - 3 8- 0 - 3 1- 0 - 3 12.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.28 0.06 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 13 13 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-0-0. (lb) - Max Horz24=-199(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 17, 16, 15 except 24=-111(LC 6), 23=-108(LC 7) Max Grav All reactions 250 lb or less at joint(s) 24, 14, 19, 20, 21, 22, 23, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-145/304, 6-7=-173/363, 7-8=-173/363, 8-9=-145/304 WEBS 7-19=-417/171 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 4-0-0, Corner(3R) 4-0-0 to 10-0-0, Exterior(2N) 10-0-0 to 12-4-0, Corner(3E) 12-4-0 to 15-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 20, 21, 22, 18, 17 , 16, 15 except (jt=lb) 24=111, 23=108. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss LA1 Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:35 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-5eBxLqQfaKzjUTaBAxte?kFhVrSL4TD8zBHQb5yuBYA Scale = 1:47.0 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 T3 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 3x4 3x4 3x4 4x5 5x6 5x6 28-8-9 28-8-9 8-0-0 8-0-0 28-8-9 20-8-9 7- 6 - 8 11.31 12 Plate Offsets (X,Y)-- [5:0-3-4,0-1-12], [13:0-3-0,0-3-0], [24:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.10 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 207 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-16. 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 28-8-9. (lb) - Max Horz1=235(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 1, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-7 to 3-4-7, Interior(1) 3-4-7 to 3-9-1, Exterior(2R) 3-9-1 to 12-0-0, Interior(1) 12-0-0 to 25-6-13, Exterior(2E) 25-6-13 to 28-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss LA2 Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:37 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-21IilWRv6xERkmjZILv649K6xe8wYMuRQVmXg_yuBY8 Scale = 1:44.8 T1 T2 T3 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 3x4 5x6 3x6 5x6 20-8-0 20-8-0 7-9-14 7-9-14 13-1-12 5-3-14 20-8-0 7-6-4 2- 4 - 5 7- 4 - 8 2- 4 - 4 11.31 12 Plate Offsets (X,Y)-- [18:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.03 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 15 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 17-18,16-17,15-16. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-8-0. (lb) - Max Horz1=170(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 15, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 1, 15, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-7 to 3-4-7, Interior(1) 3-4-7 to 4-9-14, Exterior(2R) 4-9-14 to 10-9-14, Interior(1) 10-9-14 to 17-6-4, Exterior(2E) 17-6-4 to 20-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss LA3 Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:39 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-_PQSABT9eYU9z4tyPmxb9aQQaSq_0H6ktpFeksyuBY6 Scale = 1:45.8 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 T3 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 32 33 3x4 5x6 5x6 5x6 29-3-8 29-3-8 6-1-2 6-1-2 29-3-8 23-2-6 5- 8 - 1 5 11.31 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [12:0-3-0,0-3-0], [24:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.25 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 17 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 179 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-16. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 20-21,19-20,18-19,17-18. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-3-8. (lb) - Max Horz1=176(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 Max Grav All reactions 250 lb or less at joint(s) 1, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-7 to 3-4-7, Exterior(2R) 3-4-7 to 10-4-1, Interior(1) 10-4-1 to 26-0-0, Exterior(2E) 26-0-0 to 29-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 31, 30, 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss LA4 Truss Type GABLE Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:42 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-O_6bpDV2xTsjqYcX4vVInD2uafriDd?AamUILByuBY3 Scale = 1:62.4 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 T3 B2B3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 43 44 3x5 3x6 3x6 3x4 3x4 5x6 3x6 38-4-1 38-4-1 9-0-0 9-0-0 38-4-1 29-4-1 8- 5 - 1 3 11.31 12 Plate Offsets (X,Y)-- [6:0-2-6,Edge], [35:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.12 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 23 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 291 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 OTHERS 2x4 DF No.2 *Except* ST1,ST2,ST3,ST4: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-22. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 22-23, 7-38, 8-37, 9-36, 10-35, 11-34, 12-33, 13-32, 14-30, 16-29, 17-28, 18-27, 19-26, 20-25, 21-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-4-1. (lb) - Max Horz1=265(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1, 23, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24 Max Grav All reactions 250 lb or less at joint(s) 1, 23, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-279/175 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-7 to 4-0-0, Exterior(2R) 4-0-0 to 14-5-1, Interior(1) 14-5-1 to 34-4-5, Exterior(2E) 34-4-5 to 38-2-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 23, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33, 32, 30, 29, 28, 27, 26, 25, 24. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215451 Truss PB1 Truss Type Piggyback Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:43 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-sBgz0ZWghn_aShBjec0XKQa7P3Ayy6nKoQDrteyuBY2 Scale = 1:17.8 T1 T2 T3 B1 ST1 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 1.5x4 1.5x4 10-8-9 10-8-9 3-5-3 3-5-3 7-3-7 3-10-4 10-8-9 3-5-3 0- 4 - 7 2- 3 - 7 0- 1 - 8 0- 4 - 7 0- 1 - 8 2- 1 - 1 5 8.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-3], [5:0-2-0,0-2-3] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.12 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 7 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. 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=284/9-2-11 (min. 0-1-8), 6=284/9-2-11 (min. 0-1-8), 8=267/9-2-11 (min. 0-1-8) Max Horz2=-45(LC 8) Max Uplift2=-35(LC 10), 6=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/142, 5-6=-287/142 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-5 to 3-5-3, Exterior(2R) 3-5-3 to 7-3-7, Exterior(2E) 7-3-7 to 10-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 215451 Truss PB2 Truss Type Piggyback Qty 13 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:45 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-pZnjRFXwDOEIh?L6m12?PrgSUtsKQ0tcGkiyyWyuBY0 Scale = 1:22.1 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 3x4 3x4 1.5x4 10-8-9 10-8-9 5-4-5 5-4-5 10-8-9 5-4-5 0- 4 - 7 3- 6 - 1 4 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.12 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud 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=224/9-2-11 (min. 0-1-8), 4=224/9-2-11 (min. 0-1-8), 6=387/9-2-11 (min. 0-1-8) Max Horz2=-71(LC 8) Max Uplift2=-27(LC 10), 4=-34(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 7-5-4, Exterior(2E) 7-5-4 to 10-5-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 215451 Truss PB3 Truss Type Piggyback Qty 1 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:46 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-HmL5ebYY_iM9J9vIJkZEx3CcKHCV9SvmUOSWUyyuBY? Scale = 1:46.4 T1 T2 EV2 B1 ST1ST2ST3 ST4 ST5 ST6 T3 B21 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 3x6 3x6 3x4 3x6 27-10-5 27-10-5 4-5-3 4-5-3 27-10-5 23-5-2 0- 4 - 7 2- 9 - 1 5 2- 1 1 - 7 0- 1 - 8 2- 9 - 1 5 0- 1 - 8 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-2] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.13 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-11. 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 27-1-6. (lb) - Max Horz2=86(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 17, 18, 19, 15, 14, 13 Max Grav All reactions 250 lb or less at joint(s) 12, 2, 13 except 17=349(LC 1), 18=291(LC 1), 19=454(LC 1), 15=329(LC 1), 14=351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-264/83, 4-19=-325/141, 7-15=-251/80, 9-14=-267/83 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-3-5 to 3-3-5, Exterior(2R) 3-3-5 to 8-8-1, Interior(1) 8-8-1 to 24-8-9, Exterior(2E) 24-8-9 to 27-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 2, 17, 18, 19, 15, 14, 13. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 215451 Truss PB4 Truss Type Piggyback Qty 5 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:48 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-D8Ts3GapWJctYT3hR9ci1UI_44vbdNG3yixcYryuBXz Scale = 1:16.9 T1 T2 B1 ST1 12 3 4 5 6 4x5 2x4 2x4 1.5x4 5-0-6 5-0-6 2-6-3 2-6-3 5-0-6 2-6-3 0- 5 - 3 2- 6 - 3 0- 1 - 8 0- 5 - 3 0- 1 - 8 12.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 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=126/3-10-15 (min. 0-1-8), 4=126/3-10-15 (min. 0-1-8), 6=120/3-10-15 (min. 0-1-8) Max Horz2=-48(LC 8) Max Uplift2=-19(LC 11), 4=-23(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 215451 Truss X1 Truss Type Jack-Open Qty 2 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:49 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-hL1EHcaRHdkkAcet?t7xZhq92UE5MqjCBMgA4HyuBXy Scale = 1:17.9 T1 B1 HW1 1 2 3 4 3x4 3-5-8 3-5-8 -1-4-0 1-4-0 3-5-8 3-5-8 0- 6 - 1 4 2- 1 0 - 9 2- 5 - 5 2- 1 0 - 9 8.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-3] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 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) 3=77/Mechanical, 2=258/0-5-8 (min. 0-1-8), 4=32/Mechanical Max Horz2=86(LC 10) Max Uplift3=-53(LC 10), 2=-13(LC 10) Max Grav3=84(LC 18), 2=258(LC 1), 4=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss X2 Truss Type Jack-Open Qty 2 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:50 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-9XbcUyb32xsbnmD3YaeA6vNFJuZu5HzMP0QjckyuBXx Scale = 1:19.6 EV1 T1 B1 1 2 5 3 4 3x4 3x5 2-1-4 2-1-4 -1-4-0 1-4-0 2-1-4 2-1-4 1- 0 - 3 3- 1 - 7 12.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.41 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 -0.00 -0.01 0.00 (loc) 5 5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 180 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=211/0-5-8 (min. 0-1-8), 3=33/Mechanical, 4=10/Mechanical Max Horz5=81(LC 10) Max Uplift3=-44(LC 10), 4=-6(LC 10) Max Grav5=211(LC 1), 3=45(LC 18), 4=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss X3 Truss Type Jack-Open Qty 2 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:52 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-6viNvedJaY6J14NSg?geBKSbYhDqZBTetKvqhcyuBXv Scale = 1:26.1 EV1 T1 B1 1 2 5 3 4 3x4 3x4 3-5-4 3-5-4 -1-4-0 1-4-0 3-5-4 3-5-4 1- 0 - 3 4- 5 - 7 3- 1 1 - 0 4- 5 - 7 12.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.42 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.02 0.01 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=252/0-5-8 (min. 0-1-8), 3=82/Mechanical, 4=32/Mechanical Max Horz5=119(LC 10) Max Uplift3=-75(LC 10), 4=-2(LC 10) Max Grav5=252(LC 1), 3=97(LC 18), 4=60(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss X4 Truss Type Jack-Open Qty 33 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:53 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-a6Gl6_exLsFAeEyeEiBtkX?l15ZKIejo5_eND2yuBXu Scale = 1:28.6 EV1 T1 B1 1 2 5 3 4 4x5 3x4 3-11-4 3-11-4 -1-4-0 1-4-0 3-11-4 3-11-4 1- 0 - 3 4- 1 1 - 7 4- 5 - 0 4- 1 1 - 7 12.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.03 0.02 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=270/0-5-8 (min. 0-1-8), 3=99/Mechanical, 4=39/Mechanical Max Horz5=133(LC 10) Max Uplift3=-86(LC 10), 4=-1(LC 10) Max Grav5=270(LC 1), 3=115(LC 18), 4=70(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215451 Truss XR1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 07/02 Pinebrook Estates Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 11:48:55 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:PIjmOlt?IdeUr_LKWd7XNByuCAu-WUOVXgfCtTVtuX61L7ELpy4?LvDjmXT5ZI7UHxyuBXs Scale = 1:28.8 EV1 T1 EV2 B1 W1 1 2 3 4 7 6 5 8 9 10 11 12 13 14 1.5x4 3x5 1.5x4 4x5 6-10-15 6-10-6 -2-4-14 2-4-14 6-10-15 6-10-15 1- 0 - 3 4- 1 0 - 3 6.66 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.84 0.38 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 -0.00 0.02 (loc) 6-7 6-7 6 6-7 l/defl >921 >460 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud 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) 7=468/0-8-13 (min. 0-1-8), 6=296/Mechanical Max Horz7=163(LC 7) Max Uplift7=-71(LC 10), 6=-154(LC 7) Max Grav7=545(LC 17), 6=415(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-481/103, 3-6=-335/160 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=25.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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 1.00 times flat roof load of 25.0 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 6=154. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 91 lb down and 81 lb up at 3-5-0, and 68 lb down and 60 lb up at 3-10-7, and 83 lb down and 95 lb up at 6-3-5 on top chord, and 10 lb down at 3-5-0, and 13 lb down and 15 lb up at 3-10-7, and 32 lb down and 20 lb up at 6-3-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-3=-64, 3-4=-64, 5-7=-20 Concentrated Loads (lb) Vert: 11=-24(F) 13=5(F) 14=-13(F)