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HomeMy WebLinkAboutTRUSS SPECS - 20-00356 - 1106 Greenside Loop - Bryant New SFR.pdfJob 202562 Truss A01 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-ZTIEI7?tgPMAdXUInyKZa?VWdfUUcTg5DDA7BUy8g5H Scale = 1:76.8 T2 T3 T5 B1 B2 B3 B2 B4 W11 W10 W9 W8 W7 W1 W2 W1 W4 W3 W5 W6 W9 W10 W11 T1 T4 B51 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 3x6 3x6 5x6 4x6 4x6 2x4 4x5 4x5 2x4 4x6 3x5 1.5x4 5x12 8x10 5x6 3x8 1.5x4 4x10 7x10 5x8 3x8 3x5 1.5x4 6-1-8 6-1-8 11-11-4 5-9-12 14-4-0 2-4-12 19-4-0 5-0-0 24-4-0 5-0-0 28-2-6 3-10-6 32-0-12 3-10-6 37-10-8 5-9-12 44-0-0 6-1-8 -1-4-0 1-4-0 6-1-8 6-1-8 11-11-4 5-9-12 14-4-0 2-4-12 19-4-0 5-0-0 24-4-0 5-0-0 28-2-6 3-10-6 32-0-12 3-10-6 37-10-8 5-9-12 44-0-0 6-1-8 0- 5 - 3 8- 4 - 1 1 0- 5 - 3 1- 0 - 0 8- 4 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [5:0-3-12,0-2-0], [11:0-3-8,0-1-12], [13:0-0-0,0-0-4], [17:0-3-8,0-2-0], [19:0-7-0,0-4-12], [21:0-7-8,0-4-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.52 0.56 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 0.22 0.10 (loc) 19-20 19-20 13 20 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W9,W1,W3,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except 2-0-0 oc purlins (3-4-5 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-20, 10-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=2262/0-5-8 (min. 0-2-7), 2=2398/0-5-8 (min. 0-2-9) Max Horz2=180(LC 7) Max Uplift13=-45(LC 11), 2=-67(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-3577/431, 25-26=-3439/455, 3-26=-3290/457, 3-4=-3058/469, 4-5=-2905/481, 5-6=-3105/519, 6-27=-3449/544, 7-27=-3449/544, 7-8=-3449/544, 8-9=-3517/552, 9-10=-3517/552, 10-11=-2396/463, 11-12=-3061/491, 12-28=-3314/484, 28-29=-3342/482, 13-29=-3601/468 BOT CHORD 2-24=-292/2809, 23-24=-292/2809, 6-21=-695/183, 20-21=-244/3125, 19-20=-274/3533, 8-19=-255/127, 16-17=-223/2805, 15-16=-323/2832, 14-15=-323/2832, 13-14=-323/2832 WEBS 3-23=-497/141, 5-23=-797/84, 21-23=-178/2615, 5-21=-192/2164, 6-20=-116/559, 7-20=-465/110, 17-19=-221/2831, 10-19=-118/1504, 10-17=-793/113, 10-16=-922/137, 11-16=-122/1226, 12-16=-521/172, 12-14=0/254 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 3-0-13, Interior(1) 3-0-13 to 5-8-9, Exterior(2R) 5-8-9 to 18-1-15, Interior(1) 18-1-15 to 25-10-1, Exterior(2R) 25-10-1 to 38-3-7, Interior(1) 38-3-7 to 39-4-7, Exterior(2E) 39-4-7 to 43-9-4 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=35.0 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 35.0 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 45 lb uplift at joint 13 and 67 lb uplift at joint 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. 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 202562 Truss A01G Truss Type Hip Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:24 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-SEXk8V2Nkdsc69o40oPVkrg59Gm2YGBh8q8LKFy8g5D Scale = 1:75.5 T1 T2 T5 B1 B2 B3 B2 B4 W11 W10 W9 W5 W8 W7 W1 W2 W1 W4 W3 W5 W6 W5 W6 W10 W11 T4T3 B51 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 5x6 3x8 4x5 4x5 3x4 4x5 4x5 3x4 4x6 3x10 1.5x4 5x10 4x10 10x16 MT20HS 4x8 1.5x4 5x10 10x16 MT20HS 4x10 1.5x4 6x8 5x6 3x4 1.5x4 3x6 5-11-4 5-11-4 10-1-10 4-2-6 14-4-0 4-2-6 19-4-0 5-0-0 24-4-0 5-0-0 28-10-5 4-6-5 33-6-7 4-8-1 38-0-12 4-6-5 44-0-0 5-11-4 -1-4-0 1-4-0 3-1-8 3-1-8 5-11-4 2-9-12 10-1-10 4-2-6 14-4-0 4-2-6 19-4-0 5-0-0 24-4-0 5-0-0 28-10-5 4-6-5 33-6-7 4-8-1 38-0-12 4-6-5 40-10-8 2-9-12 44-0-0 3-1-8 0- 5 - 3 4- 4 - 1 1 0- 5 - 3 1- 0 - 0 4- 4 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-8], [4:0-3-8,0-1-12], [5:0-1-8,0-2-4], [10:0-5-0,0-1-8], [13:0-3-12,0-2-0], [15:0-0-0,0-0-8], [19:0-3-8,0-2-8], [21:0-10-4,0-6-8], [23:0-10-4,0-6-0], [25:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 1.00 0.84 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.86 -1.28 0.37 0.43 (loc) 21-22 21-22 15 21-22 l/defl >613 >409 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 486 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF No.2, B3: 2x6 DF SS WEBS 2x4 DF Stud *Except* W8,W7,W4,W3: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, except 2-0-0 oc purlins (2-4-0 max.): 4-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 15=4072/Mechanical, 2=4148/0-5-8 (min. 0-2-3) Max Horz2=96(LC 25) Max Uplift15=-488(LC 4), 2=-482(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6319/824, 3-4=-6240/848, 4-27=-5060/715, 5-27=-5059/714, 5-28=-14450/2112, 6-28=-14450/2112, 6-29=-15209/2148, 29-30=-15209/2148, 7-30=-15209/2148, 7-31=-15209/2148, 8-31=-15209/2148, 8-32=-15209/2148, 9-32=-15209/2148, 9-33=-16523/2225, 33-34=-16523/2225, 10-34=-16523/2225, 10-35=-8304/1094, 11-35=-8304/1094, 11-12=-8304/1094, 12-36=-8302/1094, 36-37=-8303/1094, 13-37=-8304/1094, 13-14=-6422/812, 14-38=-6485/814, 15-38=-6645/857 BOT CHORD 2-39=-703/4954, 39-40=-703/4954, 26-40=-703/4954, 26-41=-1166/7933, 25-41=-1166/7933, 25-42=-76/555, 24-42=-76/555, 6-23=-968/256, 23-43=-2140/14632, 43-44=-2140/14626, 22-44=-2141/14620, 22-45=-2253/16689, 45-46=-2253/16696, 46-47=-2252/16702, 21-47=-2252/16706, 9-21=0/320, 20-48=-82/705, 48-49=-82/705, 19-49=-82/705, 19-50=-1291/10431, 50-51=-1291/10431, 18-51=-1291/10431, 18-52=-617/5278, 17-52=-617/5278, 16-17=-617/5278, 16-53=-651/5328, 53-54=-651/5328, 15-54=-651/5328 WEBS 3-26=-140/255, 4-26=-284/2765, 5-26=-3952/646, 5-25=-2361/467, 23-25=-1150/7782, 5-23=-1146/7868, 6-22=-66/697, 7-22=-687/208, 9-22=-1704/142, 19-21=-1266/10180, 10-21=-1106/7189, 10-19=-2875/489, 10-18=-2829/336, 12-18=-705/258, 13-18=-568/4074, 13-16=0/410 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 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. Continued on page 2 Job 202562 Truss A01G Truss Type Hip Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:24 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-SEXk8V2Nkdsc69o40oPVkrg59Gm2YGBh8q8LKFy8g5D NOTES- 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 488 lb uplift at joint 15 and 482 lb uplift at joint 2. 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. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 288 lb down and 153 lb up at 5-11-4, 135 lb down and 101 lb up at 8-0-0, 135 lb down and 101 lb up at 10-0-0, 135 lb down and 101 lb up at 12-0-0, 135 lb down and 101 lb up at 14-0-0, 99 lb down and 67 lb up at 16-0-0, 99 lb down and 67 lb up at 18-0-0, 99 lb down and 67 lb up at 20-0-0, 99 lb down and 67 lb up at 22-0-0, 99 lb down and 67 lb up at 24-0-0, 135 lb down and 101 lb up at 26-0-0, 236 lb down and 22 lb up at 28-0-0, 236 lb down and 22 lb up at 30-0-0, 135 lb down and 101 lb up at 32-0-0, 135 lb down and 101 lb up at 34-0-0, 135 lb down and 101 lb up at 36-0-0, and 135 lb down and 104 lb up at 38-0-12, and 135 lb down and 120 lb up at 42-0-0 on top chord, and 77 lb down at 2-0-0, 73 lb down at 4-0-0, 73 lb down at 6-0-0, 73 lb down at 8-0-0, 73 lb down at 10-0-0, 73 lb down at 12-0-0, 73 lb down at 14-2-4, 80 lb down and 20 lb up at 16-0-0, 80 lb down and 20 lb up at 18-0-0, 80 lb down and 20 lb up at 20-0-0, 80 lb down and 20 lb up at 22-0-0, 80 lb down and 20 lb up at 24-0-0, 73 lb down at 26-0-0, 65 lb down at 28-0-0, 65 lb down at 30-0-0, 73 lb down at 32-0-0, 73 lb down at 34-0-0, 73 lb down at 36-0-0, 73 lb down at 38-0-0, and 73 lb down at 40-0-0, and 73 lb down at 42-0-0 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: 1-4=-84, 4-13=-84, 13-15=-84, 2-24=-20, 21-23=-20, 15-20=-20 Concentrated Loads (lb) Vert: 4=-288(F) 8=-91(F) 24=-36(F) 6=-135(F) 17=-36(F) 26=-36(F) 5=-135(F) 25=-36(F) 13=-135(F) 16=-36(F) 11=-135(F) 27=-135(F) 28=-135(F) 29=-91(F) 30=-91(F) 31=-91(F) 32=-91(F) 33=-135(F) 34=-236(F) 35=-236(F) 36=-135(F) 37=-135(F) 38=-135(F) 39=-38(F) 40=-36(F) 41=-36(F) 42=-36(F) 43=-80(F) 44=-80(F) 45=-80(F) 46=-80(F) 47=-80(F) 48=-36(F) 49=-32(F) 50=-32(F) 51=-36(F) 52=-36(F) 53=-36(F) 54=-36(F) Job 202562 Truss A02 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:25 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-wQ57Lr3?Vx_TjJMGaWwkH3DLCg6NHkDqNUtushy8g5C Scale = 1:75.5 T1 T2 T4 B1 B2 B3 B2 B4 W12 W11 W10 W9 W7 W6 W5 W1 W2 W1 W4 W3 W7 W8 W10 W11 W12 T3 B51 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 3x6 4x6 4x6 2x4 2x4 2x4 3x4 4x6 3x5 1.5x4 3x4 4x12 5x6 5x8 10x14 3x8 1.5x4 8x12 4x6 6x8 5x6 3x4 3x5 1.5x4 4-1-8 4-1-8 7-11-4 3-9-12 11-1-10 3-2-6 14-4-0 3-2-6 19-4-0 5-0-0 24-4-0 5-0-0 30-2-6 5-10-6 36-0-12 5-10-6 39-10-8 3-9-12 44-0-0 4-1-8 -1-4-0 1-4-0 4-1-8 4-1-8 7-11-4 3-9-12 11-1-10 3-2-6 14-4-0 3-2-6 19-4-0 5-0-0 24-4-0 5-0-0 30-2-6 5-10-6 36-0-12 5-10-6 39-10-8 3-9-12 44-0-0 4-1-8 0- 5 - 3 5- 8 - 1 1 0- 5 - 3 1- 0 - 0 5- 8 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-12,0-2-0], [5:0-3-8,0-2-8], [11:0-3-12,0-2-0], [13:0-0-0,0-0-4], [17:0-1-12,0-1-12], [19:0-5-12,Edge], [23:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.66 0.83 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.79 0.28 0.20 (loc) 19-20 19-20 13 19-20 l/defl >999 >666 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W6,W4,W8: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except 2-0-0 oc purlins (2-5-2 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=2270/Mechanical, 2=2406/0-5-8 (min. 0-2-9) Max Horz2=124(LC 7) Max Uplift13=-87(LC 6), 2=-96(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-3582/380, 3-26=-3440/398, 3-4=-3307/422, 4-5=-3420/451, 5-6=-4842/548, 6-7=-4878/550, 7-8=-5552/573, 8-9=-5552/573, 9-27=-5518/571, 10-27=-5518/571, 10-11=-3994/489, 11-28=-3370/429, 12-28=-3386/411, 12-13=-3703/424 BOT CHORD 2-25=-272/2809, 24-25=-272/2809, 23-24=-200/2665, 6-21=-350/85, 20-21=-381/5553, 19-20=-381/5553, 9-19=-436/104, 17-18=-17/264, 16-17=-207/2732, 15-16=-295/2952, 14-15=-295/2952, 13-14=-295/2952 WEBS 4-23=-143/1483, 5-23=-2290/229, 21-23=-251/3394, 5-21=-169/2509, 7-21=-892/96, 17-19=-288/3785, 10-19=-160/1929, 10-17=-1708/227, 11-17=-169/1717, 11-16=-10/290, 12-16=-294/111 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 3-0-13, Exterior(2R) 3-0-13 to 14-2-4, Interior(1) 14-2-4 to 29-10-1, Exterior(2R) 29-10-1 to 39-6-7, Exterior(2E) 39-6-7 to 43-11-4 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=35.0 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 35.0 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 87 lb uplift at joint 13 and 96 lb uplift at joint 2. 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 202562 Truss A03 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:26 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-OdfVZB4eGF6KLSxS8DRzqGlaF4XR0M__c8dSO7y8g5B Scale = 1:81.7 T2 T3 T4 B1 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6 T1 T5 B1B3B21 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 3x6 5x6 5x6 4x6 4x6 4x6 3x4 1.5x4 3x4 3x8 1.5x4 3x8 3x8 3x4 3x4 1.5x4 4x6 4x6 3x6 8-1-8 8-1-8 15-11-4 7-9-12 22-0-0 6-0-12 28-0-12 6-0-12 35-10-8 7-9-12 44-0-0 8-1-8 -1-4-0 1-4-0 5-6-4 5-6-4 10-8-12 5-2-8 15-11-4 5-2-8 22-0-0 6-0-12 28-0-12 6-0-12 33-3-4 5-2-8 38-5-12 5-2-8 44-0-0 5-6-4 45-4-0 1-4-0 0- 5 - 3 10 - 1 0 - 1 4 11 - 0 - 1 1 0- 5 - 3 10 - 1 0 - 1 4 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [12:Edge,0-0-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.52 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.14 0.07 (loc) 18 16-18 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 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* W6: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins, except 2-0-0 oc purlins (4-1-11 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 7-19, 7-16, 9-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2395/0-5-8 (min. 0-2-9), 12=2395/0-5-8 (min. 0-2-9) Max Horz2=239(LC 9) Max Uplift2=-90(LC 10), 12=-90(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-3544/431, 3-22=-3405/454, 3-23=-3284/463, 4-23=-3062/477, 4-5=-2694/497, 5-6=-2563/518, 6-7=-2136/482, 7-8=-2136/482, 8-9=-2694/518, 9-24=-3061/477, 10-24=-3161/472, 10-11=-3283/463, 11-25=-3404/454, 12-25=-3543/431 BOT CHORD 2-21=-256/2786, 20-21=-210/2490, 19-20=-210/2490, 18-19=-152/2346, 17-18=-152/2346, 16-17=-152/2346, 15-16=-211/2492, 14-15=-211/2492, 12-14=-255/2785 WEBS 3-21=-273/137, 4-21=-16/418, 4-19=-601/170, 6-19=-127/998, 7-19=-421/144, 7-16=-421/143, 8-16=-127/1000, 9-16=-603/171, 9-14=-16/416, 11-14=-271/137 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 3-0-13, Interior(1) 3-0-13 to 9-8-9, Exterior(2R) 9-8-9 to 34-3-7, Interior(1) 34-3-7 to 40-11-3, Exterior(2E) 40-11-3 to 45-4-0 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=35.0 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 35.0 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 90 lb uplift at joint 2 and 90 lb uplift at joint 12. 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 202562 Truss A04 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-spDtmX5G1YEBzcWfixzCMUIl_UuLlfw7qoM?xay8g5A Scale = 1:77.1 T2 T3 T5 B1 B2 B3 B2 B4 W13 W11 W9 W1 W2 W1 W4 W3 W7 W8 W10 W12 W6 W5 T1 T4 T6 B51 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 26 27 28 29 30 3x6 5x12 3x6 4x6 4x6 2x4 4x5 2x4 4x6 3x5 1.5x4 7x8 3x5 3x8 1.5x4 7x8 5x6 6x8 3x4 3x4 1.5x4 6x8 4x6 4-10-4 4-10-4 9-4-12 4-6-8 14-4-0 4-11-4 19-4-0 5-0-0 24-4-0 5-0-0 30-0-12 5-8-12 36-10-8 6-9-12 44-0-0 7-1-8 -1-4-0 1-4-0 4-10-4 4-10-4 9-4-12 4-6-8 13-11-4 4-6-8 14-4-0 0-4-12 19-4-0 5-0-0 24-4-0 5-0-0 30-0-12 5-8-12 34-7-4 4-6-8 39-1-12 4-6-8 44-0-0 4-10-4 45-4-0 1-4-0 0- 5 - 3 9- 8 - 1 1 0- 5 - 3 1- 0 - 0 9- 8 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [10:0-3-12,0-2-0], [14:0-0-0,0-0-4], [20:0-6-4,0-4-12], [22:0-6-0,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.48 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.35 0.18 0.08 (loc) 20-21 20-21 14 20-21 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 286 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W1,W2,W3,W7,W8: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins, except 2-0-0 oc purlins (3-5-11 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 9-20 WEBS 1 Row at midpt 7-21, 9-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2395/0-5-8 (min. 0-2-9), 14=2395/0-5-8 (min. 0-2-9) Max Horz2=-214(LC 8) Max Uplift2=-80(LC 10), 14=-79(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-3576/416, 3-26=-3437/436, 3-27=-3206/458, 4-27=-3016/478, 4-5=-3163/519, 5-6=-3043/530, 6-7=-2899/533, 7-28=-2898/532, 8-28=-2898/532, 8-29=-2898/532, 9-29=-2898/532, 9-10=-2951/541, 10-11=-2848/514, 11-12=-3199/478, 12-13=-3325/467, 13-30=-3412/458, 14-30=-3552/437 BOT CHORD 2-25=-245/2807, 24-25=-245/2807, 6-22=-77/769, 21-22=-145/2563, 20-21=-195/2957, 9-20=-375/175, 17-18=-224/2573, 16-17=-224/2573, 14-16=-264/2790 WEBS 3-24=-297/86, 4-24=-320/85, 6-21=-139/633, 7-21=-461/135, 18-20=-131/2220, 10-20=-139/1211, 10-18=-69/256, 11-18=-527/169, 11-16=-14/331, 22-24=-210/2543 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 3-0-13, Interior(1) 3-0-13 to 7-9-13, Exterior(2R) 7-9-13 to 20-3-3, Interior(1) 20-3-3 to 23-10-1, Exterior(2R) 23-10-1 to 36-3-7, Interior(1) 36-3-7 to 40-11-3, Exterior(2E) 40-11-3 to 45-4-0 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=35.0 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 35.0 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 80 lb uplift at joint 2 and 79 lb uplift at joint 14. 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 202562 Truss A05 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:27 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-spDtmX5G1YEBzcWfixzCMUIlZUrdlfy7qoM?xay8g5A Scale = 1:75.5 T1 T2 T4 B1 B2 B3 B2 B4 W11 W10 W9 W8 W7 W1 W2 W1 W4 W3 W5 W6 W9 W10 W11 T3 B51 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 3x6 5x6 4x6 4x6 2x4 4x5 4x5 2x4 4x6 3x5 1.5x4 4x12 8x10 5x6 3x8 1.5x4 3x12 8x12 MT20HS 5x8 3x8 3x5 1.5x4 5-1-8 5-1-8 9-11-4 4-9-12 14-4-0 4-4-12 19-4-0 5-0-0 24-4-0 5-0-0 29-2-6 4-10-6 34-0-12 4-10-6 38-10-8 4-9-12 44-0-0 5-1-8 -1-4-0 1-4-0 5-1-8 5-1-8 9-11-4 4-9-12 14-4-0 4-4-12 19-4-0 5-0-0 24-4-0 5-0-0 29-2-6 4-10-6 34-0-12 4-10-6 38-10-8 4-9-12 44-0-0 5-1-8 0- 5 - 3 7- 0 - 1 1 0- 5 - 3 1- 0 - 0 7- 0 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [4:0-3-12,0-2-0], [10:0-3-8,0-1-12], [12:0-0-0,0-0-4], [16:0-3-8,0-1-8], [18:0-8-12,0-5-0], [20:0-6-8,0-5-4], [22:0-3-4,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.66 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.55 0.24 0.13 (loc) 18-19 18-19 12 18-19 l/defl >999 >951 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 263 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W1,W4,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, except 2-0-0 oc purlins (3-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=2270/Mechanical, 2=2406/0-5-8 (min. 0-2-9) Max Horz2=152(LC 7) Max Uplift12=-58(LC 6), 2=-67(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-3598/423, 24-25=-3459/435, 3-25=-3381/445, 3-4=-3197/463, 4-5=-3862/546, 5-26=-4271/555, 6-26=-4271/555, 6-7=-4271/555, 7-8=-4388/569, 8-27=-4388/569, 9-27=-4388/569, 9-10=-2567/439, 10-11=-3247/475, 11-28=-3475/474, 12-28=-3694/460 BOT CHORD 2-23=-297/2828, 22-23=-297/2828, 5-20=-826/175, 19-20=-308/3882, 18-19=-331/4409, 7-18=-250/117, 15-16=-262/3307, 14-15=-327/2941, 13-14=-327/2941, 12-13=-327/2941 WEBS 3-22=-363/131, 4-22=-358/94, 20-22=-189/2537, 4-20=-186/2141, 5-19=-96/590, 6-19=-442/105, 16-18=-258/3270, 9-18=-135/1676, 9-16=-700/127, 9-15=-1244/145, 10-15=-122/1358, 11-15=-439/157 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 3-0-13, Interior(1) 3-0-13 to 3-8-9, Exterior(2R) 3-8-9 to 16-1-15, Interior(1) 16-1-15 to 27-10-1, Exterior(2R) 27-10-1 to 39-6-7, Exterior(2E) 39-6-7 to 43-11-4 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12 and 67 lb uplift at joint 2. 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. LOAD CASE(S) Standard Job 202562 Truss C01 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-K?nFzs5uosM2am5rFeURvhqqwu7qU73G3S6YT0y8g59 Scale = 1:83.7 T2 T3 T4 B1 B2 B3 B4 W14 W12 W10 W8 W5 W4 W1 W2 W3 W6 W7 W9 W11 W13 HW1 T1 T5 B5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 4x6 5x6 5x6 3x6 5x14 MT20HS 5x10 MT20HS 10x20 MT18HS 5x12 5x8 4x6 1.5x4 5x8 3x6 3x6 3x4 3x4 3x5 3x4 3x5 1.5x4 4x6 6-2-13 6-2-13 12-1-0 5-10-4 18-6-11 6-5-11 24-4-0 5-9-5 26-0-12 1-8-12 31-11-4 5-10-8 37-9-12 5-10-8 44-0-0 6-2-4 3-2-7 3-2-7 6-2-13 3-0-6 12-1-0 5-10-4 17-11-4 5-10-4 24-4-0 6-4-12 26-0-12 1-8-12 31-11-4 5-10-8 37-9-12 5-10-8 44-0-0 6-2-4 45-4-0 1-4-0 0- 5 - 3 12 - 4 - 1 1 0- 5 - 3 2- 4 - 1 4 12 - 4 - 1 1 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-0-3,Edge], [7:0-3-12,0-2-0], [9:0-3-12,0-2-0], [13:0-0-0,0-0-4], [19:0-5-12,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.82 0.91 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.68 0.51 0.16 (loc) 21-22 21-22 13 21-22 l/defl >999 >764 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 284 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T2,T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W14,W12,W10,W8,W11,W13: 2x4 DF Stud SLIDER Left 2x4 DF Stud -t 2-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-2-6 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-9 oc bracing: 1-22 2-2-0 oc bracing: 21-22. WEBS 1 Row at midpt 4-21, 5-20, 8-19, 10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=2262/0-5-8 (min. 0-2-7), 13=2398/0-5-8 (min. 0-2-9) Max Horz1=-265(LC 8) Max Uplift1=-76(LC 10), 13=-99(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6731/745, 2-3=-6621/747, 3-23=-7612/753, 4-23=-7542/764, 4-24=-4261/529, 5-24=-3995/531, 5-6=-3047/474, 6-7=-2902/499, 7-8=-2483/480, 8-9=-2034/475, 9-10=-2538/487, 10-25=-2772/443, 11-25=-2799/441, 11-12=-3046/418, 12-26=-3432/395, 13-26=-3570/380 BOT CHORD 1-22=-562/5599, 21-22=-495/6157, 20-21=-231/3446, 19-20=-86/2210, 18-19=-58/1978, 17-18=-157/2422, 16-17=-203/2798, 15-16=-203/2798, 13-15=-203/2798 WEBS 3-22=0/1182, 4-22=-147/2372, 4-21=-2866/278, 5-21=-9/1078, 5-20=-1386/218, 7-20=-91/1121, 8-20=-89/887, 8-19=-1151/211, 9-19=-187/393, 9-18=-91/691, 10-18=-757/169, 10-17=0/390, 12-17=-466/114, 12-15=0/251 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) 0-2-12 to 4-7-9, Interior(1) 4-7-9 to 11-8-9, Exterior(2R) 11-8-9 to 32-3-7, Interior(1) 32-3-7 to 40-11-3, Exterior(2E) 40-11-3 to 45-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 1 and 99 lb uplift at joint 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) 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 202562 Truss C01 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:28 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-K?nFzs5uosM2am5rFeURvhqqwu7qU73G3S6YT0y8g59 LOAD CASE(S) Standard Job 202562 Truss C02 Truss Type Piggyback Base Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:29 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-pBLdBC6WZAVvCwg1pL?gRvN?lHS4DaHQI6r6?Sy8g58 Scale = 1:79.9 T2 T3 T4 B1 B2 B3 B4 W15 W14 W12 W10 W8 W6 W5 W4 W1 W2 W3 W7 W9 W11 W13 HW1 T1 T5 B5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 24 25 26 27 4x6 6x8 5x6 3x6 5x14 MT20HS 5x10 MT20HS 10x20 MT18HS 5x6 5x6 4x6 1.5x4 5x8 3x6 3x6 3x8 3x4 4x8 3x8 3x4 3x4 1.5x4 4x6 6-2-13 6-2-13 11-9-8 5-6-11 17-4-4 5-6-11 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 35-2-0 8-6-4 44-0-0 8-10-0 3-2-7 3-2-7 6-2-13 3-0-6 11-9-8 5-6-11 17-4-4 5-6-11 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 32-3-15 5-8-2 38-0-1 5-8-2 44-0-0 5-11-15 45-4-0 1-4-0 0- 5 - 3 12 - 0 - 0 0- 5 - 3 2- 4 - 1 4 12 - 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-0-3,Edge], [7:0-5-12,0-2-0], [10:0-3-12,0-2-0], [14:0-0-0,0-0-4], [19:0-3-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.81 0.91 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.68 0.50 0.16 (loc) 22-23 22-23 14 22-23 l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 295 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W15,W14,W12,W10,W13: 2x4 DF Stud SLIDER Left 2x4 DF Stud -t 2-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-6-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-8 oc bracing: 1-23 9-3-15 oc bracing: 22-23. WEBS 1 Row at midpt 4-22, 5-21, 8-21, 9-19, 9-18, 11-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=2262/0-5-8 (min. 0-2-7), 14=2398/0-5-8 (min. 0-2-9) Max Horz1=-256(LC 8) Max Uplift1=-74(LC 10), 14=-96(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6735/773, 2-3=-6625/775, 3-24=-7605/784, 4-24=-7537/795, 4-25=-4324/555, 5-25=-4097/558, 5-6=-3226/506, 6-7=-3087/530, 7-8=-2541/494, 8-9=-2593/503, 9-10=-2016/469, 10-11=-2589/497, 11-26=-2985/452, 12-26=-3012/449, 12-13=-3254/428, 13-27=-3399/427, 14-27=-3537/402 BOT CHORD 1-23=-586/5603, 22-23=-520/6151, 21-22=-256/3504, 20-21=-106/2589, 19-20=-108/2275, 18-19=-88/2095, 17-18=-180/2437, 16-17=-180/2437, 14-16=-229/2779 WEBS 3-23=-4/1171, 4-23=-156/2373, 4-22=-2815/280, 5-22=-24/1082, 5-21=-1347/224, 7-21=-204/1466, 8-21=-423/209, 9-20=-98/946, 9-19=-792/69, 9-18=-407/178, 10-18=-162/1091, 11-18=-710/186, 11-16=-17/476, 13-16=-313/150 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) 0-2-12 to 4-7-9, Interior(1) 4-7-9 to 11-1-9, Exterior(2R) 11-1-9 to 32-10-7, Interior(1) 32-10-7 to 40-11-3, Exterior(2E) 40-11-3 to 45-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 96 lb uplift at joint 14. 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 202562 Truss C02 Truss Type Piggyback Base Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:29 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-pBLdBC6WZAVvCwg1pL?gRvN?lHS4DaHQI6r6?Sy8g58 LOAD CASE(S) Standard Job 202562 Truss C02A Truss Type Piggyback Base Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-HOv0OY78JTdmq4FDN3Wv_6wAnhpvy1SZWmbfXuy8g57 Scale = 1:80.5 T2 T3 T4 B1 B2 B3 B4 W17 W16 W15 W14 W11 W10 W8 W6 W5 W4 W1 W2 W3 W7 W9 W12 W13 W18 HW1 T1 T5 B5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1525 24 23 22 21 20 19 18 17 16 26 27 28 29 4x6 6x8 5x6 3x6 5x14 MT20HS 5x10 MT20HS 10x20 MT18HS 5x6 5x6 4x6 1.5x4 5x8 3x6 4x5 3x5 3x6 3x8 3x4 4x8 3x8 3x5 3x4 3x5 1.5x4 4x6 6-2-13 6-2-13 9-11-4 3-8-8 13-7-12 3-8-8 17-4-4 3-8-8 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 32-3-15 5-8-2 38-0-1 5-8-2 44-0-0 5-11-15 3-2-7 3-2-7 6-2-13 3-0-6 9-11-4 3-8-8 13-7-12 3-8-8 17-4-4 3-8-8 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 32-3-15 5-8-2 38-0-1 5-8-2 44-0-0 5-11-15 0- 5 - 3 12 - 0 - 0 0- 5 - 3 2- 4 - 1 4 12 - 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-0-3,Edge], [8:0-5-12,0-2-0], [11:0-3-12,0-2-0], [15:0-0-0,0-0-4], [20:0-3-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.80 0.87 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.65 0.49 0.16 (loc) 23-24 23-24 15 24 l/defl >999 >809 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 313 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T1: 2x4 DF 2400F 2.0E BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W17,W16,W15,W14,W11,W10,W13,W18: 2x4 DF Stud SLIDER Left 2x4 DF Stud -t 2-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-5-15 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-3-2 oc bracing: 1-25 8-8-9 oc bracing: 24-25. WEBS 1 Row at midpt 7-22, 9-22, 10-20, 10-19, 12-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=2264/0-5-8 (min. 0-2-7), 15=2264/0-5-8 (min. 0-2-7) Max Horz1=246(LC 7) Max Uplift1=-74(LC 10), 15=-74(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6752/825, 2-3=-6642/827, 3-26=-7589/846, 4-26=-7523/856, 4-5=-4850/625, 5-27=-3812/559, 6-27=-3742/561, 6-7=-3727/571, 7-8=-3173/569, 8-9=-2542/506, 9-10=-2597/517, 10-11=-2018/479, 11-12=-2590/508, 12-28=-2819/472, 13-28=-2845/470, 13-14=-3083/449, 14-29=-3349/442, 15-29=-3602/428 BOT CHORD 1-25=-664/5620, 24-25=-599/6133, 23-24=-355/3966, 22-23=-247/3101, 21-22=-152/2593, 20-21=-149/2280, 19-20=-127/2100, 18-19=-216/2456, 17-18=-284/2830, 16-17=-284/2830, 15-16=-284/2830 WEBS 3-25=-15/1136, 4-25=-194/2356, 4-24=-2473/278, 5-24=-93/1284, 5-23=-1331/166, 7-23=-77/1061, 7-22=-1152/220, 8-22=-288/1555, 9-22=-453/195, 10-21=-103/944, 10-20=-775/98, 10-19=-423/167, 11-19=-167/1090, 12-19=-740/176, 12-18=0/381, 14-18=-463/116 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) 0-2-12 to 4-7-9, Interior(1) 4-7-9 to 11-1-9, Exterior(2R) 11-1-9 to 32-10-7, Interior(1) 32-10-7 to 39-4-7, Exterior(2E) 39-4-7 to 43-9-4 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=35.0 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint 1 and 74 lb uplift at joint 15. 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.Continued on page 2 Job 202562 Truss C02A Truss Type Piggyback Base Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:30 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-HOv0OY78JTdmq4FDN3Wv_6wAnhpvy1SZWmbfXuy8g57 LOAD CASE(S) Standard Job 202562 Truss C02B Truss Type Piggyback Base Qty 4 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-laTOcu8m4nldREqQxm18XKSKU5AVhVrjlQKC4Ly8g56 Scale = 1:72.4 T2 T3 T4 B1 B2 B3 B4 B5 B6 W15 W14 W13 W12 W8 W6 W5 W4 W1 W2 W3 W7 W10 W9 HW1 W16 W11 T1 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 1322 23 24 3x6 5x6 4x5 4x12 4x10 8x16 MT20HS 5x6 5x6 2x4 4x6 1.5x4 4x8 3x5 3x5 3x8 3x4 4x8 5x10 4x10 7x8 3x6 6-2-13 6-2-13 11-9-8 5-6-11 17-4-4 5-6-11 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 31-5-0 4-9-4 38-3-0 6-10-0 3-2-7 3-2-7 6-2-13 3-0-6 11-9-8 5-6-11 17-4-4 5-6-11 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 31-5-0 4-9-4 38-3-0 6-10-0 0- 5 - 3 12 - 0 - 0 1- 3 - 3 3- 0 - 0 12 - 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-0-10,0-2-4], [7:0-3-12,0-2-0], [10:0-3-8,0-2-8], [14:0-6-0,0-4-8], [17:0-3-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.86 0.79 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.57 0.39 0.15 (loc) 20-21 20-21 13 20-21 l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 289 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B5: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W15,W14,W13,W12,W10,W16: 2x4 DF Stud SLIDER Left 2x4 DF Stud -t 2-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-9 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-2-2 oc bracing: 1-21 8-7-10 oc bracing: 20-21. WEBS 1 Row at midpt 4-20, 5-19, 8-19, 8-18, 9-17, 9-16, 10-16, 11-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1970/0-5-8 (min. 0-2-2), 13=1970/0-5-8 (min. 0-2-2) Max Horz1=255(LC 7) Max Uplift1=-70(LC 10), 13=-43(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5827/758, 2-3=-5722/760, 3-22=-6487/775, 4-22=-6447/786, 4-5=-3596/507, 5-6=-2574/450, 6-7=-2434/473, 7-8=-2003/448, 8-9=-2019/452, 9-10=-1343/385, 10-11=-2659/571, 23-24=-325/149, 12-24=-499/145, 12-13=-465/150 BOT CHORD 1-21=-678/4848, 20-21=-609/5239, 19-20=-315/2897, 18-19=-164/2024, 17-18=-141/1629, 16-17=-119/1490, 11-14=-296/230, 13-14=-228/2125 WEBS 3-21=-11/932, 4-21=-192/2055, 4-20=-2490/313, 5-20=-35/975, 5-19=-1255/221, 7-19=-172/1139, 9-18=-103/997, 9-17=-532/97, 9-16=-758/137, 14-16=-109/1629, 10-14=-269/1578, 11-13=-2369/261 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) 0-2-12 to 4-0-10, Interior(1) 4-0-10 to 11-9-8, Exterior(2R) 11-9-8 to 32-0-11, Interior(1) 32-0-11 to 34-3-6, Exterior(2E) 34-3-6 to 38-1-4 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=35.0 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 1 and 43 lb uplift at joint 13. 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 202562 Truss F02 Truss Type PIGGYBACK BASE Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-laTOcu8m4nldREqQxm18XKSM55AXhWJjlQKC4Ly8g56 Scale = 1:67.6 T2 T3 T4 B1 B2 B3 B4 W11 W10 W9 W7 W5 W4 W3 W2 W1 W2 W3 W8 W6 T1 B5 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 6x8 5x6 4x8 4x12 6x8 1.5x4 1.5x4 3x6 1.5x4 3x4 3x5 3x4 4x12 1.5x4 4x8 4x5 3x4 4x5 2-5-8 2-5-8 6-5-0 3-11-8 10-4-8 3-11-8 14-4-0 3-11-8 17-4-4 3-0-4 22-0-0 4-7-12 26-7-12 4-7-12 30-6-0 3-10-4 2-5-8 2-5-8 6-5-0 3-11-8 10-4-8 3-11-8 14-4-0 3-11-8 17-4-4 3-0-4 22-0-0 4-7-12 26-7-12 4-7-12 30-6-0 3-10-4 0- 5 - 3 12 - 0 - 0 9- 5 - 3 1- 0 - 0 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-8-12,0-0-12], [2:0-7-2,0-0-0], [3:0-3-4,0-3-0], [6:0-9-0,0-1-8], [8:0-3-12,0-2-0], [9:0-2-0,0-1-8], [16:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.76 0.78 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.33 0.19 0.09 (loc) 19 19 10 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 264 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T1: 2x8 DF SS BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W11,W10,W9,W7,W5: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 5-16 WEBS 1 Row at midpt 6-14, 6-13, 7-13, 8-11, 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1576/0-5-8 (min. 0-1-11), 10=1567/0-5-8 (min. 0-1-11) Max Horz1=350(LC 9) Max Uplift1=-58(LC 10), 10=-41(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-831/138, 2-20=-2825/242, 3-20=-2758/259, 3-4=-2260/276, 4-21=-1723/286, 5-21=-1599/294, 5-6=-1685/392, 6-22=-826/298, 7-22=-825/298, 7-23=-825/298, 8-23=-826/298, 8-24=-443/278, 9-24=-599/263, 9-10=-1537/260 BOT CHORD 2-18=-311/2456, 17-18=-310/2465, 16-17=-240/1769, 5-16=-287/152, 13-14=-160/1000, 12-13=-94/444, 11-12=-94/444 WEBS 3-17=-883/130, 4-17=-26/605, 4-16=-740/132, 14-16=-150/1000, 6-16=-187/1341, 6-14=-251/101, 6-13=-490/75, 7-13=-432/149, 8-13=-121/1033, 8-11=-1014/161, 9-11=-96/1184 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) 0-2-12 to 3-3-6, Interior(1) 3-3-6 to 13-0-7, Exterior(2R) 13-0-7 to 21-8-0, Interior(1) 21-8-0 to 22-4-0, Exterior(2R) 22-4-0 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 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=35.0 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) 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 58 lb uplift at joint 1 and 41 lb uplift at joint 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. 7) 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 202562 Truss F02A Truss Type Piggyback Base Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-Dm0mpE9Or5tT3NPcUUYN3X?V6VYaQuLs_44mcny8g55 Scale = 1:67.9 T2 T3 T4 B1 B2 B3 B4 W16 W15 W14 W13 W12 W10 W8 W6 W5 W4 W1 W2 W3 W7 HW1 W11 W9T1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 3x6 5x6 5x6 4x8 7x8 MT20HS 7x8 5x6 5x6 3x4 1.5x4 5x6 3x4 3x5 3x4 3x5 3x8 3x4 4x8 4x8 4x5 6-2-13 6-2-13 9-11-4 3-8-8 13-7-12 3-8-8 17-4-4 3-8-8 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 30-6-0 3-10-4 3-2-7 3-2-7 6-2-13 3-0-6 9-11-4 3-8-8 13-7-12 3-8-8 17-4-4 3-8-8 18-6-11 1-2-8 24-4-0 5-9-5 26-7-12 2-3-12 30-6-0 3-10-4 0- 5 - 3 12 - 0 - 0 9- 5 - 3 2- 4 - 1 4 12 - 0 - 0 8.00 12 5.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-10-14], [1:0-1-1,Edge], [7:0-3-12,0-2-0], [10:0-3-12,0-2-0], [11:0-2-0,0-1-8], [14:0-3-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.87 0.67 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.38 0.28 0.11 (loc) 18-19 18-19 12 18-19 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 259 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W16,W15,W14,W13,W12,W10: 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-12 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-2 oc bracing: 1-19 9-2-13 oc bracing: 18-19. WEBS 1 Row at midpt 8-15, 9-14, 9-13, 11-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1567/0-5-8 (min. 0-1-11), 12=1567/0-5-8 (min. 0-1-11) Max Horz1=351(LC 7) Max Uplift1=-63(LC 10), 12=-42(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4659/399, 2-20=-4937/326, 3-20=-4886/340, 3-4=-2966/286, 4-5=-2164/276, 5-21=-2079/283, 6-21=-2008/286, 6-7=-1619/309, 7-8=-1253/292, 8-22=-1229/294, 22-23=-1229/294, 9-23=-1229/294, 9-10=-426/252, 10-24=-455/279, 11-24=-597/266, 11-12=-1528/266 BOT CHORD 1-19=-624/3903, 18-19=-534/3943, 17-18=-331/2403, 16-17=-254/1730, 15-16=-203/1246, 14-15=-141/728, 13-14=-119/653 WEBS 2-19=0/481, 3-19=-176/1644, 3-18=-1757/232, 4-18=-69/924, 4-17=-1035/146, 6-17=-66/861, 6-16=-996/165, 7-16=-149/818, 8-15=-537/127, 9-15=-151/1077, 9-13=-1171/149, 11-13=-95/1171 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) 0-2-12 to 3-3-6, Interior(1) 3-3-6 to 13-0-7, Exterior(2R) 13-0-7 to 21-8-0, Interior(1) 21-8-0 to 22-4-0, Exterior(2R) 22-4-0 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 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=35.0 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 MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1 and 42 lb uplift at joint 12. 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 202562 Truss G01 Truss Type Piggyback Base Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:33 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-hza81a91cO?KhX_o2B3cclYjCvyN9Ql0DkpJ8Dy8g54 Scale = 1:68.3 T2 T3 T4 B1 W7 W6 W3 W2 W1 W1 W2 W5 W4T1 B21 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 3x6 5x6 5x6 3x5 3x6 3x4 1.5x4 3x4 3x8 3x4 3x4 5x8 4x5 8-10-0 8-10-0 17-4-4 8-6-4 26-7-12 9-3-9 30-6-0 3-10-4 -1-4-0 1-4-0 5-11-15 5-11-15 11-8-1 5-8-2 17-4-4 5-8-2 22-0-0 4-7-12 26-7-12 4-7-12 30-6-0 3-10-4 0- 5 - 3 12 - 0 - 0 9- 5 - 3 12 - 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [6:0-3-12,0-2-0], [8:0-3-12,0-2-0], [9:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.59 0.44 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.04 0.04 (loc) 11-12 11-12 10 2-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 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* W7: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 4-12, 7-11, 8-11, 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1701/0-5-8 (min. 0-1-13), 10=1563/0-5-8 (min. 0-1-11) Max Horz2=360(LC 7) Max Uplift2=-87(LC 10), 10=-41(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2337/212, 3-15=-2214/237, 3-4=-2052/261, 4-5=-1369/277, 5-6=-1223/301, 6-16=-1013/306, 7-16=-1011/306, 7-17=-438/246, 8-17=-439/246, 8-18=-449/271, 9-18=-588/255, 9-10=-1557/239 BOT CHORD 2-14=-253/1803, 13-14=-207/1429, 12-13=-207/1429, 11-12=-143/811 WEBS 3-14=-351/149, 4-14=-24/495, 4-12=-720/183, 6-12=-15/294, 7-12=-43/551, 7-11=-985/155, 9-11=-82/1204 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 1-8-10, Interior(1) 1-8-10 to 13-0-7, Exterior(2R) 13-0-7 to 21-8-0, Interior(1) 21-8-0 to 22-4-0, Exterior(2R) 22-4-0 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 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=35.0 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 35.0 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 87 lb uplift at joint 2 and 41 lb uplift at joint 10. 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 202562 Truss F01 Truss Type HIP Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:33 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-hza81a91cO?KhX_o2B3cclYk7vw99Mz0DkpJ8Dy8g54 Scale = 1:76.8 T2 T3 T4 B1 B2 B3 B4 W10 W9 W8 W7 W4 W3 W2 W1 W1 W2 W6 W5 T1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 11 10 19 20 21 12 6x8 4x10 5x6 4x8 4x10 6x8 1.5x4 1.5x4 3x6 4x5 1.5x4 3x4 4x8 4x5 3x8 3x6 2-5-8 2-5-8 6-5-0 3-11-8 10-4-8 3-11-8 14-4-0 3-11-8 19-1-4 4-9-4 22-4-0 3-2-12 24-10-12 2-6-12 29-0-0 4-1-4 2-5-8 2-5-8 6-5-0 3-11-8 10-4-8 3-11-8 14-4-0 3-11-8 19-1-4 4-9-4 22-0-0 2-10-12 24-10-12 2-10-12 29-0-0 4-1-4 0- 5 - 3 13 - 2 - 0 10 - 5 - 3 1- 0 - 0 13 - 2 - 0 8.00 12 Plate Offsets (X,Y)-- [1:0-8-12,0-0-12], [2:0-5-14,0-0-0], [4:0-3-4,0-3-0], [6:0-3-0,0-2-0], [8:0-3-12,0-2-0], [15:0-2-12,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.53 0.52 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.13 0.08 (loc) 18 18 12 18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T1: 2x8 DF SS BOT CHORD 2x4 DF No.1&Btr *Except* B3: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W10,W9,W8,W7,W4: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13,11-12. 1 Row at midpt 5-15 WEBS 1 Row at midpt 6-13, 7-11, 8-11, 9-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-11-8 except (jt=length) 1=0-5-8, 12=0-3-8. (lb) - Max Horz1=318(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 10=-847(LC 1), 11=-295(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 12 except 1=1124(LC 1), 11=2581(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-537/0, 2-19=-1926/55, 3-19=-1863/74, 3-4=-1384/77, 4-5=-854/78, 5-20=-871/178, 6-20=-853/200, 7-8=-14/303, 8-21=-27/471, 9-21=-39/371, 9-10=-133/885 BOT CHORD 2-17=-314/1689, 16-17=-313/1690, 15-16=-189/1041, 5-15=-395/178 WEBS 3-16=-851/160, 4-16=-47/603, 4-15=-704/135, 6-15=-244/1169, 6-13=-960/223, 7-13=-157/985, 7-11=-1244/236, 8-11=-504/111, 9-11=-888/146 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 14-10-5, Exterior(2R) 14-10-5 to 25-10-4, Exterior(2E) 25-10-4 to 28-10-4 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=35.0 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) 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 847 lb uplift at joint 10 and 295 lb uplift at joint 11. 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. 7) 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 202562 Truss F02B Truss Type Roof Special Qty 4 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:34 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-998WEwAfNi7BIhY?cvbr8y4ooI91unq9ROZtggy8g53 Scale = 1:59.8 T2 T3 B1 B2 B3 B6 B5 W12 W9 W8 W6 W4 W2 W1 W3 W5 W7 W11 W10 W13 T1 T4B4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 4x6 4x5 3x6 3x5 3x4 7x10 4x6 6x10 3x5 3x5 4x10 5x8 8x16 MT20HS 4x8 4x5 4x8 4x5 5x16 MT18HS 5x8 8x16 MT20HS 8x12 MT20HS 2- 4 - 8 3-0-0 3-4-14 3-4-14 6-6-0 3-1-2 9-6-0 3-0-0 10-6-0 1-0-0 14-6-0 4-0-0 18-7-4 4-1-4 19-8-8 1-1-4 22-8-8 3-0-0 25-8-6 2-11-14 29-0-0 3-3-10 3-4-14 3-4-14 6-6-0 3-1-2 10-6-0 4-0-0 14-6-0 4-0-0 18-7-4 4-1-4 22-8-8 4-1-4 25-8-6 2-11-14 29-0-0 3-3-10 30-4-0 1-4-0 0- 5 - 3 10 - 1 - 3 0- 5 - 3 2- 1 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [9:0-4-4,0-2-8], [11:0-2-10,0-1-8], [13:0-3-8,0-2-8], [16:0-9-8,0-3-4], [17:0-3-8,0-2-8], [20:0-3-8,0-2-0], [21:0-9-0,0-3-4], [24:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.99 0.99 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.84 -1.34 0.92 0.28 (loc) 15 15 11 22 l/defl >410 >256 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 203 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF No.2, B6: 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W8,W7: 2x4 DF No.2, W10: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 21-23, 14-16 WEBS 1 Row at midpt 3-20, 9-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1670/0-7-0 (min. 0-1-13), 11=1802/0-3-8 (min. 0-1-15) Max Horz1=-215(LC 6) Max Uplift1=-31(LC 10), 11=-54(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2569/266, 2-3=-8368/491, 3-4=-3313/289, 4-5=-3249/300, 5-25=-2219/263, 6-25=-2109/280, 6-26=-2109/279, 7-26=-2224/262, 7-8=-3265/298, 8-9=-3373/287, 9-10=-9286/498, 10-11=-2586/238 BOT CHORD 1-24=-126/2011, 21-23=0/406, 3-21=-113/4053, 20-21=-260/6883, 19-20=-20/2726, 18-19=-21/2780, 17-18=-21/2780, 16-17=-276/7681, 14-16=0/435, 9-16=-113/4616, 11-13=-105/2055 WEBS 2-24=-2114/153, 21-24=-167/2686, 2-21=-131/5035, 3-20=-4387/252, 5-20=-18/1219, 5-19=-1408/168, 6-19=-191/2064, 7-19=-1454/166, 7-17=-10/1243, 9-17=-5112/264, 13-16=-136/2740, 10-16=-165/5830, 10-13=-2258/158 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) 0-3-8 to 3-4-14, Interior(1) 3-4-14 to 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1 and 54 lb uplift at joint 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) 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 Continued on page 2 Job 202562 Truss F02B Truss Type Roof Special Qty 4 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:34 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-998WEwAfNi7BIhY?cvbr8y4ooI91unq9ROZtggy8g53 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-84, 6-12=-84, 1-23=-20, 22-23=-60(F=-40), 16-21=-20, 14-15=-60(F=-40), 11-14=-20 Job 202562 Truss F02C Truss Type Roof Special Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:35 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-dLivRGBH80F2wr7BAc64hAdzYiVGdE3Ig2IQD6y8g52 Scale = 1:60.6 T2 T3 B1 B2 B3 B6 B5 W12 W9 W8 W6 W4 W2 W1 W3 W5 W7 W11 W10 W13 T1 T4B4 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 25 26 4x6 4x5 3x6 3x5 3x4 7x10 4x6 6x10 3x5 3x5 4x10 5x8 8x16 MT20HS 4x8 4x5 4x8 4x5 5x16 MT18HS 5x8 8x16 MT20HS 8x12 MT20HS 2- 4 - 8 3-0-0 3-4-14 3-4-14 6-6-0 3-1-2 9-6-0 3-0-0 10-6-0 1-0-0 14-6-0 4-0-0 18-7-4 4-1-4 19-8-8 1-1-4 22-8-8 3-0-0 25-8-6 2-11-14 29-0-0 3-3-10 3-4-14 3-4-14 6-6-0 3-1-2 10-6-0 4-0-0 14-6-0 4-0-0 18-7-4 4-1-4 22-8-8 4-1-4 25-8-6 2-11-14 29-0-0 3-3-10 30-4-0 1-4-0 0- 5 - 3 10 - 1 - 3 0- 1 - 0 0- 5 - 3 2- 1 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [9:0-4-4,0-2-8], [11:0-2-10,0-1-8], [13:0-3-8,0-2-8], [16:0-9-8,0-3-4], [17:0-3-8,0-2-8], [20:0-3-8,0-2-0], [21:0-9-0,0-3-4], [24:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.99 0.99 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.84 -1.34 0.92 0.28 (loc) 15 15 11 22 l/defl >410 >256 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 203 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF No.2, B6: 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W8,W7: 2x4 DF No.2, W10: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 21-23, 14-16 WEBS 1 Row at midpt 3-20, 9-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1670/0-7-0 (min. 0-1-13), 11=1802/0-3-8 (min. 0-1-15) Max Horz1=-215(LC 6) Max Uplift1=-31(LC 10), 11=-54(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2569/266, 2-3=-8368/491, 3-4=-3313/289, 4-5=-3249/300, 5-25=-2219/263, 6-25=-2109/280, 6-26=-2109/279, 7-26=-2224/262, 7-8=-3265/298, 8-9=-3373/287, 9-10=-9286/498, 10-11=-2586/238 BOT CHORD 1-24=-126/2011, 21-23=0/406, 3-21=-113/4053, 20-21=-260/6883, 19-20=-20/2726, 18-19=-21/2780, 17-18=-21/2780, 16-17=-276/7681, 14-16=0/435, 9-16=-113/4616, 11-13=-105/2055 WEBS 2-24=-2114/153, 21-24=-167/2686, 2-21=-131/5035, 3-20=-4387/252, 5-20=-18/1219, 5-19=-1408/168, 6-19=-191/2064, 7-19=-1454/166, 7-17=-10/1243, 9-17=-5112/264, 13-16=-136/2740, 10-16=-165/5830, 10-13=-2258/158 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) 0-3-8 to 3-4-14, Interior(1) 3-4-14 to 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 31 lb uplift at joint 1 and 54 lb uplift at joint 11. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 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 Continued on page 2 Job 202562 Truss F02C Truss Type Roof Special Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:35 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-dLivRGBH80F2wr7BAc64hAdzYiVGdE3Ig2IQD6y8g52 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-84, 6-12=-84, 1-23=-20, 22-23=-60(F=-40), 16-21=-20, 14-15=-60(F=-40), 11-14=-20 Job 202562 Truss F03 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:35 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-dLivRGBH80F2wr7BAc64hAd0giZldFzIg2IQD6y8g52 Scale = 1:55.9 T1 T2 T1 B1 B2 B3 B2 B1 W7 W6 W5 W2 W1 W2 W6 W5 W7 B4 W4 W3 W4W3 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 5x6 3x5 3x4 3x4 3x4 3x4 3x5 5x10 5x8 10x14 3x5 5x6 5x8 10x14 5x10 7x8 7x8 7x10 2- 4 - 8 3-0-0 3-3-10 3-3-10 6-3-8 2-11-14 9-3-8 3-0-0 10-9-10 1-6-2 13-1-4 2-3-10 14-6-0 1-4-12 15-10-12 1-4-12 18-2-6 2-3-10 19-8-8 1-6-2 22-8-8 3-0-0 25-8-6 2-11-14 29-0-0 3-3-10 -1-4-0 1-4-0 3-3-10 3-3-10 6-3-8 2-11-14 9-3-8 3-0-0 10-9-10 1-6-2 13-1-4 2-3-10 14-6-0 1-4-12 15-10-12 1-4-12 18-2-6 2-3-10 19-8-8 1-6-2 22-8-8 3-0-0 25-8-6 2-11-14 29-0-0 3-3-10 30-4-0 1-4-0 0- 5 - 3 9- 2 - 0 0- 5 - 3 2- 1 0 - 0 9- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [6:0-3-12,0-2-0], [7:0-3-12,0-2-0], [11:0-2-10,0-1-8], [13:0-3-8,0-2-8], [17:0-4-0,0-4-8], [22:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.79 0.77 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -1.04 0.67 0.23 (loc) 20 20 11 20 l/defl >535 >332 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 137/130 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF No.2, B3,B4: 1-1/2" x 5-1/2" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except 2-0-0 oc purlins (5-9-4 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 19-21, 14-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1806/0-3-8 (min. 0-1-15), 11=1806/0-3-8 (min. 0-1-15) Max Horz2=-201(LC 8) Max Uplift2=-49(LC 10), 11=-49(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-2594/156, 3-23=-2456/169, 3-4=-7484/280, 4-24=-7258/297, 5-24=-7130/299, 5-6=-2602/251, 6-7=-2051/248, 7-8=-2614/252, 8-25=-7121/299, 9-25=-7249/297, 9-10=-7482/280, 10-26=-2456/169, 11-26=-2593/156 BOT CHORD 2-22=-67/2061, 19-21=0/415, 18-19=-57/3180, 17-18=0/2039, 16-17=-57/3185, 14-16=0/415, 11-13=-51/2061 WEBS 3-22=-2128/97, 19-22=-85/2717, 3-19=-46/4156, 6-18=-39/1124, 7-17=-39/1143, 13-16=-60/2714, 10-16=-46/4154, 10-13=-2126/97, 5-19=-45/4253, 5-18=-1480/151, 8-16=-27/4233, 8-17=-1471/151 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 8-10-6, Exterior(2R) 8-10-6 to 20-1-10, Interior(1) 20-1-10 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 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 49 lb uplift at joint 2 and 49 lb uplift at joint 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. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 Job 202562 Truss F03 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:35 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-dLivRGBH80F2wr7BAc64hAd0giZldFzIg2IQD6y8g52 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-84, 6-7=-84, 7-12=-84, 2-21=-20, 20-21=-60(F=-40), 16-19=-20, 14-15=-60(F=-40), 11-14=-20 Job 202562 Truss F04 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:36 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-5YGHfbCvvJNvY?iNjJdJENA9B6r0Mi9Svi2zlYy8g51 Scale = 1:51.1 T1 T2 T1 B1 B2 B3 B2 B1 W7 W6 W5 W3 W2 W1 W2 W3 W6 W5 W7 B4 W4 W4 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 5x6 3x5 4x5 6x10 4x6 6x10 4x5 3x5 4x12 5x8 10x20 MT18HS 5x16 MT18HS 3x8 5x6 1.5x4 5x16 MT18HS 5x8 10x20 MT18HS 4x12 2- 4 - 8 3-0-0 3-3-10 3-3-10 6-3-8 2-11-14 9-3-8 3-0-0 10-9-10 1-6-2 11-1-4 0-3-10 14-6-0 3-4-12 17-10-12 3-4-12 18-2-6 0-3-10 19-8-8 1-6-2 22-8-8 3-0-0 25-8-6 2-11-14 29-0-0 3-3-10 -1-4-0 1-4-0 3-3-10 3-3-10 6-3-8 2-11-14 10-9-10 4-6-2 11-1-4 0-3-10 14-6-0 3-4-12 17-10-12 3-4-12 18-2-6 0-3-10 22-8-8 4-6-2 25-8-6 2-11-14 29-0-0 3-3-10 30-4-0 1-4-0 0- 5 - 3 7- 1 0 - 0 0- 5 - 3 2- 1 0 - 0 7- 1 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-5-0,0-1-8], [4:0-4-4,0-2-8], [5:0-3-8,0-1-12], [7:0-3-8,0-1-12], [8:0-4-4,0-2-8], [9:0-5-0,0-1-8], [10:0-2-10,0-1-8], [12:0-3-8,0-2-8], [13:0-2-8 ,0-0-0], [15:0-10-8,0-3-8], [16:0-3-8,0-2-8], [19:0-3-8,0-2-8], [20:0-10-8,0-3-8], [22:0-2-8,0-0-8], [23:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.93 0.96 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.87 -1.39 1.00 0.30 (loc) 14 14 10 21 l/defl >397 >249 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 202 lb FT = 20% GRIP 137/130 137/130 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF No.1&Btr, B3,B4: 1-1/2" x 5-1/2" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud *Except* W5: 2x4 DF No.1&Btr, W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins, except 2-0-0 oc purlins (5-0-8 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 20-22, 13-15 WEBS 1 Row at midpt 4-19, 8-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1806/0-3-8 (min. 0-1-15), 10=1806/0-3-8 (min. 0-1-15) Max Horz2=174(LC 9) Max Uplift2=-41(LC 10), 10=-41(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-2590/203, 3-24=-2517/217, 3-4=-9263/525, 4-25=-3193/293, 5-25=-3123/314, 5-6=-2598/325, 6-7=-2598/325, 7-26=-3123/314, 8-26=-3193/293, 8-9=-9263/525, 9-27=-2517/217, 10-27=-2590/203 BOT CHORD 2-23=-88/2056, 20-22=0/436, 4-20=-107/4518, 19-20=-362/7717, 18-19=-37/2556, 17-18=-37/2556, 16-17=-37/2556, 15-16=-362/7717, 13-15=0/436, 8-15=-107/4518, 10-12=-88/2056 WEBS 3-23=-2247/136, 20-23=-108/2731, 3-20=-228/5814, 5-19=-21/1250, 7-16=-21/1250, 12-15=-108/2731, 9-15=-228/5814, 9-12=-2247/136, 4-19=-5296/334, 8-16=-5296/334 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 6-10-6, Exterior(2R) 6-10-6 to 22-1-10, Interior(1) 22-1-10 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 2 and 41 lb uplift at joint 10. 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. 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) StandardContinued on page 2 Job 202562 Truss F04 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:36 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-5YGHfbCvvJNvY?iNjJdJENA9B6r0Mi9Svi2zlYy8g51 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 5-7=-84, 7-11=-84, 2-22=-20, 21-22=-60(F=-40), 15-20=-20, 13-14=-60(F=-40), 10-13=-20 Job 202562 Truss F05 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:37 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-akqfsxCXgdVm99HaH18YmbiJqWBL59Lb7MnXH_y8g50 Scale = 1:51.1 T1 T2 T1 B1 B2 B3 B2 B1 W7 W6 W5 W1 W2 W1 W2 W1 W6 W5 W7 B4 W1W4 W3 W1 W4W3 1 2 3 4 5 6 7 8 9 10 11 12 13 26 24 23 25 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 4x5 4x5 3x5 3x5 7x10 7x10 3x5 3x5 4x12 5x8 10x20 MT18HS 3x8 2x4 3x8 1.5x4 2x4 5x8 10x20 MT18HS 4x12 4x12 8x12 MT20HS 3x8 2- 4 - 8 3-0-0 3-3-10 3-3-10 6-3-8 2-11-14 9-1-4 2-9-12 9-3-8 0-2-4 10-9-10 1-6-2 14-6-0 3-8-6 18-2-6 3-8-6 19-8-8 1-6-2 19-10-12 0-2-4 22-8-8 2-9-12 25-8-6 2-11-14 29-0-0 3-3-10 -1-4-0 1-4-0 3-3-10 3-3-10 6-3-8 2-11-14 9-1-4 2-9-12 10-9-10 1-8-6 14-6-0 3-8-6 18-2-6 3-8-6 19-10-12 1-8-6 22-8-8 2-9-12 25-8-6 2-11-14 29-0-0 3-3-10 30-4-0 1-4-0 0- 5 - 3 6- 6 - 0 0- 5 - 3 2- 1 0 - 0 6- 6 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [3:0-5-0,0-1-8], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0], [11:0-5-0,0-1-8], [12:0-2-10,0-1-8], [14:0-3-8,0-2-8], [17:0-10-8,0-3-8], [18:0-4-12,0-5-4], [25:0-10-8,0-3-8], [26:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 1.00 0.95 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.79 -1.27 0.91 0.27 (loc) 16 16 12 23 l/defl >435 >272 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 205 lb FT = 20% GRIP 137/130 110/93 137/130 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF No.1&Btr, B3,B4: 1-1/2" x 5-1/2" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud *Except* W5: 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-2-6 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 24-25, 15-17 WEBS 1 Row at midpt 4-22, 10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1806/0-3-8 (min. 0-1-15), 12=1806/0-3-8 (min. 0-1-15) Max Horz2=146(LC 9) Max Uplift2=-30(LC 10), 12=-30(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-27=-2593/226, 3-27=-2455/240, 3-28=-9209/575, 4-28=-9090/581, 4-5=-3930/359, 5-6=-3343/336, 6-29=-3670/382, 7-29=-3670/382, 7-30=-3670/382, 8-30=-3670/382, 8-9=-3356/337, 9-10=-3891/357, 10-31=-9089/581, 11-31=-9208/575, 11-32=-2455/240, 12-32=-2593/226 BOT CHORD 2-26=-109/2062, 24-25=0/437, 4-25=-150/4602, 22-25=-351/7496, 21-22=-122/3440, 20-21=-122/3440, 19-20=-122/3441, 18-19=-122/3441, 17-18=-350/7492, 15-17=0/437, 10-17=-149/4590, 12-14=-109/2062 WEBS 3-26=-2259/162, 25-26=-140/2742, 3-25=-247/5747, 6-20=-82/307, 7-20=-351/89, 8-20=-84/306, 14-17=-139/2742, 11-17=-247/5746, 11-14=-2260/162, 5-22=-126/1797, 4-22=-4577/282, 9-18=-125/1775, 10-18=-4589/283 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 4-10-6, Exterior(2R) 4-10-6 to 13-4-3, Interior(1) 13-4-3 to 15-7-13, Exterior(2R) 15-7-13 to 24-1-10, Interior(1) 24-1-10 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 2 and 30 lb uplift at joint 12. 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. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 Job 202562 Truss F05 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:37 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-akqfsxCXgdVm99HaH18YmbiJqWBL59Lb7MnXH_y8g50 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 5-9=-84, 9-13=-84, 2-24=-20, 23-24=-60(F=-40), 17-25=-20, 15-16=-60(F=-40), 12-15=-20 Job 202562 Truss F06 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:38 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-2wO14HD9RxddnIsmrkfnJoFU5wbaqcdlM0X4pRy8g5? Scale = 1:51.1 T1 T2 T1 B1 B2 B3 B2 B1 W7 W6 W5 W1 W2 W1 W2 W1 W4 W6 W5 W7 B4 W4 W3 W3 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 7x12 MT18HS 3x5 3x4 3x4 5x14 MT20HS 3x4 3x4 3x5 5x10 5x8 10x14 3x8 2x4 3x8 1.5x4 2x4 10x14 7x12 MT18HS 5x8 5x10 3x8 2- 4 - 8 3-0-0 3-3-10 3-3-10 6-3-8 2-11-14 7-1-4 0-9-12 9-3-8 2-2-4 10-9-10 1-6-2 14-6-0 3-8-6 18-2-6 3-8-6 19-8-8 1-6-2 22-8-8 3-0-0 25-8-6 2-11-14 29-0-0 3-3-10 -1-4-0 1-4-0 3-3-10 3-3-10 6-3-8 2-11-14 7-1-4 0-9-12 10-9-10 3-8-6 14-6-0 3-8-6 18-2-6 3-8-6 21-10-12 3-8-6 22-8-8 0-9-12 25-8-6 2-11-14 29-0-0 3-3-10 30-4-0 1-4-0 0- 5 - 3 5- 2 - 0 0- 5 - 3 2- 1 0 - 0 5- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8], [5:0-9-12,0-2-11], [9:0-9-12,0-2-11], [12:0-2-10,0-1-8], [14:0-3-8,0-2-8], [17:0-5-0,0-5-0], [22:0-0-0,0-0-0], [25:0-3-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.97 0.69 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.67 -1.07 0.73 0.24 (loc) 16 23 12 23 l/defl >512 >321 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 189 lb FT = 20% GRIP 137/130 110/93 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2: 2x4 DF No.2, B3,B4: 1-1/2" x 5-1/2" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-4-9 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 22-24, 15-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1806/0-3-8 (min. 0-1-15), 12=1806/0-3-8 (min. 0-1-15) Max Horz2=-118(LC 8) Max Uplift2=-18(LC 10), 12=-18(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-2592/226, 26-27=-2518/232, 3-27=-2454/240, 3-4=-7494/434, 4-5=-7154/455, 5-6=-4391/313, 6-28=-6049/431, 7-28=-6049/431, 7-29=-6049/431, 8-29=-6049/431, 8-9=-4391/313, 9-10=-7154/455, 10-11=-7494/434, 11-30=-2454/240, 30-31=-2518/232, 12-31=-2592/226 BOT CHORD 2-25=-110/2061, 22-24=0/415, 4-22=-3/329, 21-22=-222/5785, 20-21=-222/5785, 19-20=-222/5785, 18-19=-222/5785, 17-18=-222/5785, 15-17=0/415, 10-17=-19/329, 12-14=-110/2061 WEBS 3-25=-2145/161, 22-25=-142/2735, 3-22=-97/4158, 6-20=-90/299, 7-20=-313/70, 8-20=-90/299, 9-17=-190/3876, 14-17=-142/2735, 11-17=-97/4158, 11-14=-2144/161, 5-22=-190/3876, 6-22=-1513/160, 8-17=-1513/160 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) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-6, Exterior(2R) 2-10-6 to 11-4-3, Interior(1) 11-4-3 to 17-7-13, Exterior(2R) 17-7-13 to 26-1-10, Interior(1) 26-1-10 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint 5 = 0%, joint 9 = 0% 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 18 lb uplift at joint 2 and 18 lb uplift at joint 12. 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) 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) StandardContinued on page 2 Job 202562 Truss F06 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:38 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-2wO14HD9RxddnIsmrkfnJoFU5wbaqcdlM0X4pRy8g5? LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 5-9=-84, 9-13=-84, 2-24=-20, 23-24=-60(F=-40), 17-22=-20, 15-16=-60(F=-40), 12-15=-20 Job 202562 Truss G01G Truss Type Hip Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:39 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-W7yPHdEoCElUPSRyPSA0r0oryJ2wZCmubgGeMty8g5_ Scale = 1:51.9 T1 T2 T1 B1 W3 W2 W1 W2 W1 W2 W1 W2 W3 T3 B2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x6 3x6 3x4 4x6 3x4 3x8 2x4 3x8 1.5x4 2x4 3x4 3x8 5x6 3x4 4-11-10 4-11-10 9-7-15 4-8-5 14-6-0 4-10-1 19-4-1 4-10-1 24-0-6 4-8-5 29-0-0 4-11-10 -1-4-0 1-4-0 4-11-10 4-11-10 9-7-15 4-8-5 14-6-0 4-10-1 19-4-1 4-10-1 24-0-6 4-8-5 29-0-0 4-11-10 30-4-0 1-4-0 0- 5 - 3 3- 7 - 2 3- 8 - 1 5 0- 5 - 3 3- 7 - 2 8.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-3], [8:0-3-0,0-2-3] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.26 0.24 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.05 0.07 (loc) 14 14 9 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 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.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=2361/0-3-8 (min. 0-1-8), 9=2360/0-3-8 (min. 0-1-8) Max Horz2=87(LC 25) Max Uplift2=-305(LC 8), 9=-304(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3631/530, 3-17=-2837/454, 17-18=-2839/454, 4-18=-2843/455, 4-19=-5392/880, 19-20=-5392/880, 20-21=-5392/880, 5-21=-5392/880, 5-22=-5392/880, 6-22=-5392/880, 6-23=-5392/880, 7-23=-5392/880, 7-24=-2843/454, 24-25=-2838/454, 8-25=-2836/453, 8-9=-3630/529 BOT CHORD 2-26=-453/2905, 26-27=-453/2905, 16-27=-453/2905, 16-28=-784/4780, 28-29=-784/4780, 15-29=-784/4780, 15-30=-784/4780, 30-31=-784/4780, 31-32=-784/4780, 14-32=-784/4780, 14-33=-756/4778, 13-33=-756/4778, 13-34=-756/4778, 34-35=-756/4778, 12-35=-756/4778, 12-36=-756/4778, 36-37=-756/4778, 11-37=-756/4778, 11-38=-385/2904, 38-39=-385/2904, 9-39=-385/2904 WEBS 3-16=-130/1479, 4-16=-2331/453, 4-15=0/326, 4-14=-140/736, 5-14=-666/253, 7-14=-142/737, 7-12=0/326, 7-11=-2330/452, 8-11=-130/1478 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 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 305 lb uplift at joint 2 and 304 lb uplift at joint 9. 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 202562 Truss G01G Truss Type Hip Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:39 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-W7yPHdEoCElUPSRyPSA0r0oryJ2wZCmubgGeMty8g5_ NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 lb down and 84 lb up at 4-11-10, 99 lb down and 85 lb up at 6-0-0, 99 lb down and 85 lb up at 8-0-0, 99 lb down and 85 lb up at 10-0-0, 99 lb down and 85 lb up at 12-0-0, 99 lb down and 85 lb up at 14-0-0, 99 lb down and 85 lb up at 15-0-0, 99 lb down and 85 lb up at 17-0-0, 99 lb down and 85 lb up at 19-0-0, 99 lb down and 85 lb up at 21-0-0, and 99 lb down and 85 lb up at 23-0-0, and 132 lb down and 84 lb up at 24-0-6 on top chord, and 58 lb down at 2-0-0, 55 lb down at 4-0-0, 55 lb down at 6-0-0, 55 lb down at 8-0-0, 55 lb down at 10-0-0, 55 lb down at 12-0-0, 55 lb down at 14-0-0, 55 lb down at 15-0-0, 55 lb down at 17-0-0, 55 lb down at 19-0-0, 55 lb down at 21-0-0, 55 lb down at 23-0-0, and 55 lb down at 25-0-0, and 58 lb down at 27-0-0 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=-84, 3-8=-84, 8-10=-84, 2-9=-20 Concentrated Loads (lb) Vert: 3=-66(B) 6=-97(B) 8=-66(B) 17=-97(B) 18=-97(B) 19=-97(B) 20=-97(B) 21=-97(B) 22=-97(B) 23=-97(B) 24=-97(B) 25=-97(B) 26=-29(B) 27=-28(B) 28=-28(B) 29=-28(B) 30=-28(B) 31=-28(B) 32=-28(B) 33=-28(B) 34=-28(B) 35=-28(B) 36=-28(B) 37=-28(B) 38=-28(B) 39=-29(B) Job 202562 Truss G01S Truss Type Common Structural Gable Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:40 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-_JVoVzFQzYtL1c08y9hFODKwEjKfIdd1qK0BtJy8g4z Scale = 1:62.9 T2 T3 B1 W1 W2 W1 W2 ST5 ST6 ST3 ST4 ST2 ST1 ST5 ST6 ST3 ST4 ST2 ST7 ST1 ST8 ST9 ST10 ST11 ST12 ST13 ST14 T1 T4 B21 2 3 4 5 6 7 8 9 22 20 19 18 17 16 15 14 13 12 11 10 45 21 3x6 5x6 3x5 3x6 3x4 3x4 5x6 4x5 9-9-4 9-9-4 15-0-0 5-2-12 19-2-12 4-2-12 29-0-0 9-9-4 -1-4-0 1-4-0 7-4-14 7-4-14 14-6-0 7-1-2 21-7-2 7-1-2 29-0-0 7-4-14 30-4-0 1-4-0 0- 5 - 3 10 - 1 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [6:0-2-12,0-3-0], [8:0-0-0,0-0-8], [16:0-2-0,0-0-4], [22:0-2-0,0-0-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.46 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.35 0.01 0.06 (loc) 2-22 2-22 8 2-22 l/defl >999 >503 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 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* W2: 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-3-8 except (jt=length) 2=0-3-8, 21=0-3-8. (lb) - Max Horz2=221(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 11, 10, 8 except 16=-167(LC 10) Max Grav All reactions 250 lb or less at joint(s) 20, 18, 17, 15, 14, 13, 12, 11, 21 except 2=1054(LC 1), 16=1455(LC 1), 10=282(LC 1), 8=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1192/181, 3-4=-928/236, 4-5=-721/250, 5-45=0/354 BOT CHORD 2-22=-97/876, 21-22=-38/309, 20-21=-38/309, 19-20=-38/309, 18-19=-38/309, 17-18=-38/309, 16-17=-38/309 WEBS 5-16=-1033/128, 7-16=-554/254, 5-22=-132/776, 3-22=-557/244 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 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 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) 2, 20, 11, 10, 8 except (jt=lb) 16=167. 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. LOAD CASE(S) Standard Job 202562 Truss G02 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:41 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-SV3AiJG2ks?CembLWtDUxRt6t7hc11pB2_lkPmy8g4y Scale = 1:70.6 T2 T3 T4 B1 W9 W8 W5 W4 W2 W1 W3 W4 W7 W6 T1 B21 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 3x6 5x6 5x6 5x6 3x4 3x6 3x4 1.5x4 3x4 4x8 1.5x4 3x8 4x8 3x4 8-8-8 8-8-8 17-1-4 8-4-12 22-3-4 5-2-0 26-10-12 4-7-8 29-0-0 2-1-4 -1-4-0 1-4-0 5-10-15 5-10-15 11-6-1 5-7-3 17-1-4 5-7-3 22-0-0 4-10-12 26-10-12 4-10-12 29-0-0 2-1-4 0- 5 - 3 11 - 8 - 3 11 - 1 0 - 0 10 - 5 - 3 11 - 8 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [6:0-3-0,0-2-3], [8:0-3-0,0-2-3], [9:Edge,0-1-12], [10:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.55 0.42 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.18 0.02 0.03 (loc) 2-15 2-15 10 2-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 222 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* W9: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-13, 6-13, 7-12, 8-11, 9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1295/0-5-8 (min. 0-1-8), 12=1428/0-5-8 (min. 0-1-8), 10=385/Mechanical Max Horz2=367(LC 7) Max Uplift2=-72(LC 10), 12=-71(LC 7), 10=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-1646/137, 3-16=-1525/162, 3-4=-1365/186, 4-5=-666/206, 5-6=-520/228, 6-17=-437/244, 7-17=-440/244, 8-9=-247/264, 9-10=-360/187 BOT CHORD 2-15=-232/1241, 14-15=-186/850, 13-14=-186/850 WEBS 3-15=-366/149, 4-15=-18/520, 4-13=-723/175, 7-13=-79/892, 7-12=-1312/195, 9-11=-70/276 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 12-10-5, Exterior(2R) 12-10-5 to 21-4-3, Interior(1) 21-4-3 to 22-7-13, Exterior(2R) 22-7-13 to 26-10-12, Exterior(2E) 26-10-12 to 28-10-4 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=35.0 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 35.0 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, 10. 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 202562 Truss G03 Truss Type Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:42 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-widYvfGgV973GwAX4akjTeQGBX2NmV8KHeVIxCy8g4x Scale = 1:60.6 T2 T3 B1 W7 W4 W3 W1 W2 W5 W6 T1 B2 W5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 3x6 5x6 3x4 3x6 3x4 1.5x4 3x4 4x8 3x4 3x4 3x4 1.5x4 7-8-8 7-8-8 15-1-4 7-4-12 22-3-4 7-2-0 29-0-0 6-8-12 -1-4-0 1-4-0 5-2-15 5-2-15 10-2-1 4-11-3 15-1-4 4-11-3 22-0-0 6-10-12 28-10-12 6-10-12 29-0-0 0-1-4 0- 5 - 3 10 - 4 - 3 10 - 6 - 0 10 - 4 - 4 8.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-3] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.64 0.32 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.02 0.02 (loc) 2-13 2-13 10 2-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 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* W7: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-1 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: 10-11. WEBS 1 Row at midpt 4-11, 6-11, 7-10, 8-10, 8-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1175/0-5-8 (min. 0-1-8), 10=1873/0-5-8 (min. 0-2-0), 9=60/Mechanical Max Horz2=304(LC 10) Max Uplift2=-30(LC 10), 10=-118(LC 7), 9=-66(LC 6) Max Grav2=1175(LC 1), 10=1873(LC 1), 9=120(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1466/0, 3-14=-1357/16, 3-4=-1219/38, 4-15=-616/53, 5-15=-541/58, 5-6=-493/73, 6-16=-416/111, 7-16=-419/111 BOT CHORD 2-13=-237/1101, 12-13=-188/766, 11-12=-188/766 WEBS 3-13=-316/133, 4-13=-19/446, 4-11=-618/157, 7-11=-190/977, 7-10=-1500/312, 8-10=-256/11 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 10-10-5, Exterior(2R) 10-10-5 to 19-4-3, Interior(1) 19-4-3 to 25-10-4, Exterior(2E) 25-10-4 to 28-10-4 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=35.0 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 35.0 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, 9 except (jt=lb) 10=118. 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 202562 Truss G03A Truss Type Common Qty 4 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:42 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-widYvfGgV973GwAX4akjTeQF8X1RmUxKHeVIxCy8g4x Scale = 1:59.5 T2 T3 B1 W5 W2 W1 W3 W4 T1 T4 B3B21 2 3 4 5 6 7 8 13 12 11 10 9 14 3x6 4x5 3x6 3x5 3x6 3x5 1.5x4 3x8 3x5 1.5x4 3x4 3x6 7-4-14 7-4-14 14-6-0 7-1-2 22-3-4 7-9-4 29-0-0 6-8-12 -1-4-0 1-4-0 7-4-14 7-4-14 14-6-0 7-1-2 21-7-2 7-1-2 29-0-0 7-4-14 0- 5 - 3 10 - 1 - 3 0- 5 - 3 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.64 0.38 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.02 0.04 (loc) 2-13 2-13 9 2-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 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* W5,W4: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1243/0-5-8 (min. 0-1-8), 9=1663/0-5-8 (min. 0-1-12), 8=211/Mechanical Max Horz2=215(LC 7) Max Uplift2=-73(LC 10), 9=-45(LC 11), 8=-25(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1547/203, 3-4=-850/200, 4-5=-646/214, 5-14=-662/214, 6-14=-664/201, 6-7=-851/185, 7-8=-27/329 BOT CHORD 2-13=-83/1139, 12-13=-83/1139, 11-12=-83/1139 WEBS 3-13=0/306, 3-11=-720/191, 5-11=-44/294, 7-11=-8/563, 7-9=-1468/284 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 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 25-11-4, Exterior(2E) 25-11-4 to 28-11-4 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=35.0 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 35.0 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) 2, 9, 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 202562 Truss G03B Truss Type Common Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:43 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-OuBw7?HIGTFwu4kjeIFy0syRJxKBV1PUWIErUey8g4w Scale = 1:59.3 T2 T3 B1 W1 W2 W1 W2 T1 T4 B21 2 3 4 5 6 7 8 9 12 11 10 13 3x6 4x5 3x6 3x5 3x6 3x4 1.5x4 3x4 1.5x4 3x5 9-9-4 9-9-4 19-2-12 9-5-8 29-0-0 9-9-4 -1-4-0 1-4-0 7-4-14 7-4-14 14-6-0 7-1-2 21-7-2 7-1-2 29-0-0 7-4-14 30-4-0 1-4-0 0- 5 - 3 10 - 1 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-4], [8:0-5-0,0-0-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.54 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.05 0.07 (loc) 2-12 2-12 8 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 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* W2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 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=1617/0-3-8 (min. 0-1-12), 8=1617/0-3-8 (min. 0-1-12) Max Horz2=-221(LC 8) Max Uplift2=-81(LC 10), 8=-81(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2181/300, 3-4=-1914/354, 4-5=-1707/368, 5-13=-1720/368, 6-13=-1726/354, 6-7=-1914/338, 7-8=-2181/299 BOT CHORD 2-12=-112/1670, 11-12=0/1100, 10-11=0/1100, 8-10=-113/1670 WEBS 5-10=-117/771, 7-10=-535/244, 5-12=-115/771, 3-12=-535/242 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 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 27-4-0, Exterior(2E) 27-4-0 to 30-4-0 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=35.0 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 35.0 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) 2, 8. 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 202562 Truss G03C Truss Type Common Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:43 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-OuBw7?HIGTFwu4kjeIFy0syQmxJUV1CUWIErUey8g4w Scale = 1:58.6 T2 T3 B1 W1 W2 W1 W2 T1 T4 B21 2 3 4 5 6 7 8 11 10 9 12 3x6 4x5 3x6 3x5 3x6 3x4 1.5x4 3x4 1.5x4 3x5 9-9-4 9-9-4 19-2-12 9-5-8 29-0-0 9-9-4 -1-4-0 1-4-0 7-4-14 7-4-14 14-6-0 7-1-2 21-7-2 7-1-2 29-0-0 7-4-14 0- 5 - 3 10 - 1 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [8:0-1-1,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.58 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.36 0.05 0.09 (loc) 8-9 8-9 8 8-9 l/defl >999 >963 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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* W2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-14 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=1625/0-3-8 (min. 0-1-12), 8=1494/Mechanical Max Horz2=215(LC 7) Max Uplift2=-82(LC 10), 8=-60(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2194/304, 3-4=-1926/358, 4-5=-1719/373, 5-12=-1752/381, 6-12=-1757/367, 6-7=-1946/351, 7-8=-2213/312 BOT CHORD 2-11=-156/1680, 10-11=-1/1112, 9-10=-1/1112, 8-9=-167/1705 WEBS 5-9=-130/804, 7-9=-557/252, 5-11=-114/769, 3-11=-535/243 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 11-6-0, Exterior(2R) 11-6-0 to 17-6-0, Interior(1) 17-6-0 to 25-11-4, Exterior(2E) 25-11-4 to 28-11-4 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=35.0 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 35.0 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) 2, 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 202562 Truss G04 Truss Type Half Hip Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:44 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-s4lIKLIw0nNmVDJwB?mBY3VeRKj3EQTdkx_P04y8g4v Scale = 1:54.8 T2 T3 W8 B1 W5 W3 W1 W2 W4 W6 W7 T1 B2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 3x6 5x6 3x4 3x6 3x4 3x6 3x5 1.5x4 3x8 3x4 3x4 3x4 6-8-8 6-8-8 13-1-4 6-4-12 22-3-4 9-2-0 29-0-0 6-8-12 -1-4-0 1-4-0 6-8-8 6-8-8 13-1-4 6-4-12 18-3-11 5-2-7 23-6-1 5-2-7 29-0-0 5-5-15 0- 5 - 3 9- 2 - 0 8.00 12 Plate Offsets (X,Y)-- [5:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.46 0.37 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.02 -0.03 (loc) 10-12 10-12 10 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 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* W5: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-10. WEBS 1 Row at midpt 8-9, 5-12, 6-10, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=62/Mechanical, 2=1197/0-5-8 (min. 0-1-8), 10=1850/0-5-8 (min. 0-2-0) Max Horz2=298(LC 7) Max Uplift9=-97(LC 6), 2=-68(LC 10), 10=-122(LC 7) Max Grav9=124(LC 22), 2=1197(LC 1), 10=1850(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1489/140, 3-14=-1349/168, 3-15=-887/176, 4-15=-718/183, 4-5=-707/196, 5-16=-599/226, 6-16=-597/226 BOT CHORD 2-13=-193/1102, 12-13=-193/1102, 11-12=-117/256, 10-11=-117/256 WEBS 3-12=-626/152, 6-12=-42/662, 6-10=-1102/158, 7-10=-667/103 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 8-10-5, Exterior(2R) 8-10-5 to 17-4-3, Interior(1) 17-4-3 to 25-10-4, Exterior(2E) 25-10-4 to 28-10-4 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=35.0 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 35.0 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) 9, 2 except (jt=lb) 10=122. 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 202562 Truss G03D Truss Type Common Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:44 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-s4lIKLIw0nNmVDJwB?mBY3VcxKgAEUedkx_P04y8g4v Scale = 1:58.6 T2 T3 B1 W1 W2 W1 W2 T1 T4 B2 1 2 3 4 5 6 7 8 11 10 9 12 13 3x6 4x5 3x6 3x5 3x6 3x4 1.5x4 3x4 1.5x4 3x5 9-8-12 9-8-12 19-2-4 9-5-8 28-11-8 9-9-4 7-4-6 7-4-6 14-5-8 7-1-2 21-6-10 7-1-2 28-11-8 7-4-14 30-3-8 1-4-0 0- 5 - 8 10 - 1 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-3], [7:0-5-0,0-0-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.55 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.34 0.05 0.08 (loc) 7-9 7-9 7 1-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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* W2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 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) 1=1483/0-5-8 (min. 0-1-9), 7=1614/0-3-8 (min. 0-1-12) Max Horz1=-215(LC 6) Max Uplift1=-59(LC 10), 7=-82(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2135/308, 2-12=-1904/364, 3-12=-1711/364, 3-4=-1689/378, 4-13=-1714/372, 5-13=-1720/358, 5-6=-1908/342, 6-7=-2175/303 BOT CHORD 1-11=-122/1656, 10-11=0/1096, 9-10=0/1096, 7-9=-116/1665 WEBS 4-9=-115/770, 6-9=-535/244, 4-11=-125/763, 2-11=-522/246 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-5-8, Exterior(2R) 11-5-8 to 17-5-8, Interior(1) 17-5-8 to 27-3-8, Exterior(2E) 27-3-8 to 30-3-8 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=35.0 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 35.0 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) 1, 7. 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 202562 Truss H01 Truss Type Common Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:45 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-LGJhYgJYn4Wd7Nu6liHQ5H2nzk07zvcnzbjyYXy8g4u Scale = 1:58.4 T1 T2 B1 W1 W3 W4 W2 T3 B2 1 2 3 4 5 6 9 8 7 10 11 2x4 5x6 3x6 3x6 3x4 1.5x4 3x5 3x4 9-9-10 9-9-10 19-7-8 9-9-14 5-1-8 5-1-8 12-2-10 7-1-2 19-7-8 7-4-14 20-11-8 1-4-0 6- 8 - 3 10 - 1 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [5:0-1-1,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.61 0.57 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.32 0.02 0.06 (loc) 7-9 7-9 5 5-7 l/defl >999 >736 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 No.2 *Except* W3,W4: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=1001/0-5-8 (min. 0-1-8), 5=1134/0-3-8 (min. 0-1-8) Max Horz9=-289(LC 6) Max Uplift9=-60(LC 11), 5=-64(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-881/264, 3-11=-885/250, 3-4=-1075/234, 4-5=-1344/197 BOT CHORD 8-9=-15/417, 7-8=-15/417, 5-7=-29/983 WEBS 2-7=-114/816, 4-7=-555/249, 2-9=-813/92 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, Exterior(2R) 3-1-12 to 8-1-8, Interior(1) 8-1-8 to 17-11-8, Exterior(2E) 17-11-8 to 20-11-8 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=35.0 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 35.0 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) 9, 5. 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 202562 Truss H01G Truss Type Common Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:45 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-LGJhYgJYn4Wd7Nu6liHQ5H2rOk?5zxAnzbjyYXy8g4u Scale = 1:58.6 T1 T2 B1 W1 W3 W4 W6 W7 W5 W2 T3 B2 1 2 3 4 5 6 11 10 9 8 7 12 13 4x5 3x6 2x4 4x6 3x8 3x5 3x4 3x5 3x8 3x5 3x4 5-1-8 5-1-8 9-10-4 4-8-12 14-7-0 4-8-12 19-7-8 5-0-8 5-1-8 5-1-8 9-10-4 4-8-12 14-7-0 4-8-12 19-7-8 5-0-8 6- 8 - 3 10 - 1 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [6:0-3-2,0-1-14] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.32 0.64 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.03 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 272 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W1,W3,W2: 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. REACTIONS.(lb/size) 11=1314/0-5-8 (min. 0-1-8), 6=3645/0-3-8 (min. 0-1-15) Max Horz11=-275(LC 4) Max Uplift11=-75(LC 9), 6=-172(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-786/125, 2-3=-791/111, 3-4=-1348/108, 4-5=-1547/88, 5-6=-3381/162, 1-11=-1279/108 BOT CHORD 9-10=0/1187, 8-9=-78/2744, 7-8=-78/2744, 7-12=-78/2744, 12-13=-78/2744, 6-13=-78/2744 WEBS 2-10=-54/338, 3-10=-1065/155, 3-9=-24/893, 5-9=-1916/170, 5-7=-32/1715, 1-10=-48/897 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. 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=35.0 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 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) 11 except (jt=lb) 6=172. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1474 lb down and 80 lb up at 16-5-8 , and 1474 lb down and 80 lb up at 18-5-8 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: 1-2=-84, 2-6=-84, 6-11=-20 Concentrated Loads (lb) Vert: 12=-1474(B) 13=-1474(B) Job 202562 Truss I01 Truss Type Common Qty 4 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:46 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-pTt3l0JBYOeUlXTIJQofeUa3Z8PniQEwCFTV5zy8g4t Scale = 1:35.0 T1 T1 B1 W1 W2W2 B1 1 2 3 4 5 6 7 8 9 10 11 12 4x5 3x4 5x8 1.5x4 1.5x4 3x4 8-1-0 8-1-0 16-2-0 8-1-0 -1-4-0 1-4-0 4-2-6 4-2-6 8-1-0 3-10-10 11-11-10 3-10-10 16-2-0 4-2-6 17-6-0 1-4-0 0- 5 - 3 5- 9 - 1 4 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-0], [6:0-0-4,0-0-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.17 0.35 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.02 -0.01 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 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. 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=950/0-3-8 (min. 0-1-8), 6=950/0-3-8 (min. 0-1-8) Max Horz2=131(LC 9) Max Uplift2=-55(LC 10), 6=-55(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1132/178, 3-9=-1049/196, 3-10=-838/152, 4-10=-736/166, 4-11=-736/166, 5-11=-838/152, 5-12=-1049/196, 6-12=-1132/178 BOT CHORD 2-8=-55/851, 6-8=-55/851 WEBS 4-8=-53/512, 5-8=-292/140, 3-8=-292/140 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 5-1-0, Exterior(2R) 5-1-0 to 11-1-0, Interior(1) 11-1-0 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 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=35.0 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 35.0 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) 2, 6. 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 202562 Truss I01S Truss Type Common Structural Gable Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:47 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-HfQRzMKpJimLMh2Vt7JuAi7EIYl0RtU3RvC3dPy8g4s Scale = 1:35.0 T1 T1 B1 W1 W2 W2 ST6ST4 ST5ST3ST2 ST1 ST6 ST4 ST5 ST3 ST2 ST1 B1 1 2 3 4 5 6 7 8 31 32 33 34 4x5 3x4 5x8 3x4 8-1-0 8-1-0 16-2-0 8-1-0 -1-4-0 1-4-0 4-2-6 4-2-6 8-1-0 3-10-10 11-11-10 3-10-10 16-2-0 4-2-6 17-6-0 1-4-0 0- 5 - 3 5- 9 - 1 4 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-0], [6:0-0-4,0-0-0], [8:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.17 0.35 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.02 -0.01 (loc) 2-8 2-8 6 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 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. 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=950/0-3-8 (min. 0-1-8), 6=950/0-3-8 (min. 0-1-8) Max Horz2=131(LC 9) Max Uplift2=-55(LC 10), 6=-55(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-31=-1132/178, 3-31=-1049/196, 3-32=-838/152, 4-32=-736/166, 4-33=-736/166, 5-33=-838/152, 5-34=-1049/196, 6-34=-1132/178 BOT CHORD 2-8=-55/851, 6-8=-55/851 WEBS 4-8=-53/512, 5-8=-292/140, 3-8=-292/140 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 5-1-0, Exterior(2R) 5-1-0 to 11-1-0, Interior(1) 11-1-0 to 14-6-0, Exterior(2E) 14-6-0 to 17-6-0 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 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) 2, 6. 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. LOAD CASE(S) Standard Job 202562 Truss LD02 Truss Type GABLE Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:47 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-HfQRzMKpJimLMh2Vt7JuAi79DYomRtc3RvC3dPy8g4s Scale = 1:54.5 T1 T2 W1 B1 ST1 ST2 ST3 ST4 ST5 ST5 ST5 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 3x4 3x4 3x4 6x8 15-11-14 15-11-14 8-1-2 8-1-2 15-11-14 7-10-12 9- 8 - 1 2 14.42 12 Plate Offsets (X,Y)-- [5:0-2-11,Edge], [9:Edge,0-1-8], [10:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.49 0.18 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 128 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: 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.): 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 5-14, 6-13, 7-12, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-11-14. (lb) - Max Horz1=303(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 10, 16, 13, 12, 11 except 1=-150(LC 8), 17=-101(LC 10), 15=-109(LC 10), 14=-102(LC 7) Max Grav All reactions 250 lb or less at joint(s) 10, 17, 16, 15, 14, 13, 12, 11 except 1=277(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-359/243, 2-3=-291/192 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) 0-3-12 to 3-3-12, Interior(1) 3-3-12 to 3-10-3, Exterior(2R) 3-10-3 to 12-4-1, Interior(1) 12-4-1 to 12-10-2, Exterior(2E) 12-10-2 to 15-10-2 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=35.0 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) 10, 16, 13, 12, 11 except (jt=lb) 1=150, 17=101, 15=109, 14=102. 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 202562 Truss I01E Truss Type Common Supported Gable Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:48 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-lr_pAiLR4?uC_rdhQrr7jvfQ1y9uAMlDfZyc9sy8g4r Scale = 1:32.3 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 25 24 23 22 21 20 19 18 17 16 3x6 3x4 3x4 15-0-0 15-0-0 -1-4-0 1-4-0 7-6-0 7-6-0 15-0-0 7-6-0 16-4-0 1-4-0 0- 5 - 3 5- 5 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.10 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 15 15 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 85 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.All bearings 15-0-0. (lb) - Max Horz2=123(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 22, 23, 24, 25, 19, 18, 17, 16 Max Grav All reactions 250 lb or less at joint(s) 21, 22, 23, 24, 25, 20, 19, 18, 17, 16 except 2=255(LC 1), 14=255(LC 1) 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 Corner(3E) -1-4-0 to 1-4-12, Exterior(2N) 1-4-12 to 4-6-0, Corner(3R) 4-6-0 to 10-6-0, Exterior(2N) 10-6-0 to 13-4-0, Corner(3E) 13-4-0 to 16-4-0 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 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) 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) 2, 14, 22, 23, 24, 25, 19, 18, 17, 16. 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. LOAD CASE(S) Standard Job 202562 Truss K01E Truss Type Common Supported Gable Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:48 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-lr_pAiLR4?uC_rdhQrr7jvfQ1y9tAMxDfZyc9sy8g4r Scale = 1:26.8 T1 T1 B1 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 3x6 3x4 3x4 12-0-0 12-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 12-0-0 6-0-0 13-4-0 1-4-0 0- 5 - 3 4- 5 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.10 0.06 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 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.All bearings 12-0-0. (lb) - Max Horz2=-102(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 20, 21, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 21, 17, 16, 15, 14 except 2=255(LC 1), 12=255(LC 1) 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 Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-4-0, Corner(3E) 10-4-0 to 13-4-0 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 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) 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) 2, 12, 19, 20, 21, 16, 15, 14. 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. LOAD CASE(S) Standard Job 202562 Truss K01G Truss Type Common Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:49 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-D2YBN2M3rJ03c?Ct_YMMF7CWGLLtvgFMuDh9hIy8g4q Scale = 1:26.5 T1 T2 B1 W1 W2 W3W2W3 1 2 3 4 5 6 9 8 7 10 11 4x6 3x10 3x10 8x10 5x6 3x10 5x6 3x10 3-1-14 3-1-14 6-0-0 2-10-2 8-10-2 2-10-2 12-0-0 3-1-14 -1-4-0 1-4-0 3-1-14 3-1-14 6-0-0 2-10-2 8-10-2 2-10-2 12-0-0 3-1-14 0- 5 - 3 4- 5 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [6:0-1-1,0-1-8], [8:0-5-0,0-4-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.33 0.65 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.03 0.03 (loc) 7-8 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=6038/0-5-8 (min. 0-3-4), 2=3847/0-5-8 (min. 0-2-1) Max Horz2=96(LC 25) Max Uplift6=-399(LC 9), 2=-341(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5883/509, 3-4=-5957/558, 4-5=-5956/556, 5-6=-8800/628 BOT CHORD 2-9=-414/4682, 8-9=-414/4682, 8-10=-474/7075, 7-10=-474/7075, 7-11=-474/7075, 6-11=-474/7075 WEBS 4-8=-564/6256, 5-8=-2681/136, 5-7=-88/3255, 3-8=-204/310 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) 6=399, 2=341. 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) 4052 lb down and 509 lb up at 6-0-13, and 2250 lb down and 107 lb up at 8-0-0, and 2250 lb down and 78 lb up at 10-0-0 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: 1-4=-84, 4-6=-84, 2-6=-20 Continued on page 2 Job 202562 Truss K01G Truss Type Common Girder Qty 1 Ply 2 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:49 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-D2YBN2M3rJ03c?Ct_YMMF7CWGLLtvgFMuDh9hIy8g4q LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-4052(B) 10=-2250(B) 11=-2250(B) Job 202562 Truss J01G Truss Type Corner Rafter Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:50 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-hE6abOMhcd8wD8n3YGtboKlfDlrEeFuW7tRjEky8g4p Scale = 1:21.7 T1 1 2 5 6 3 7 4 10-1-14 10-1-14 2-2-2 2-2-2 6-2-0 3-11-14 10-1-14 3-11-14 1- 4 - 3 5- 1 - 5 1- 0 - 5 0- 4 - 9 4- 8 - 1 2 5.66 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.51 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.10 -0.00 0.04 (loc) 3-4 3-4 2 3-4 l/defl >558 >493 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 15 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 DF No.1&Btr 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) 4=182/Mechanical, 2=419/0-5-8 (min. 0-1-8), 3=267/0-5-8 (min. 0-1-8) Max Horz4=128(LC 10) Max Uplift4=-22(LC 11), 2=-108(LC 10), 3=-123(LC 10) Max Grav4=272(LC 16), 2=456(LC 16), 3=425(LC 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); 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=35.0 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=108, 3=123. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 22 lb up at 4-7-1, 67 lb down and 22 lb up at 4-7-1, and 91 lb down and 70 lb up at 7-5-0, and 89 lb down and 67 lb up at 7-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84 Concentrated Loads (lb) Vert: 7=-20(F=-2, B=-18) Job 202562 Truss K01 Truss Type KINGPOST Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:50 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-hE6abOMhcd8wD8n3YGtboKlkAlp7eEsW7tRjEky8g4p Scale = 1:24.6 B1 T1 T1W1 1 2 3 4 5 6 3x4 3x4 4x5 1.5x4 4-10-8 4-10-8 9-9-0 4-10-8 -1-4-0 1-4-0 4-10-8 4-10-8 9-9-0 4-10-8 11-1-0 1-4-0 0- 5 - 3 3- 8 - 3 0- 5 - 3 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.19 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 -0.01 (loc) 4-6 4-6 4 4-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 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. 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=614/0-5-8 (min. 0-1-8), 4=614/0-5-8 (min. 0-1-8) Max Horz2=86(LC 9) Max Uplift2=-42(LC 10), 4=-42(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-551/114, 3-4=-551/114 BOT CHORD 2-6=0/349, 4-6=0/349 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, Exterior(2R) 1-8-0 to 8-1-0, Exterior(2E) 8-1-0 to 11-1-0 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=35.0 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 35.0 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) 2, 4. 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 202562 Truss K01S Truss Type Common Structural Gable Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:51 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-9QgyokNJNwGnrIMG6zOqLYHuC99YNiWfLXAGmBy8g4o Scale = 1:24.6 T1 T1 B1 W1ST3 ST2 ST1 ST3 ST2 ST1 1 2 3 4 5 8 7 6 4x5 3x4 3x4 1-4-8 1-4-8 4-10-8 3-6-0 8-4-8 3-6-0 9-9-0 1-4-8 -1-4-0 1-4-0 4-10-8 4-10-8 9-9-0 4-10-8 11-1-0 1-4-0 0- 5 - 3 3- 8 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-1-8], [4:0-1-1,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.24 0.19 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 7 7 4 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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. 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 1-8-0. (lb) - Max Horz2=86(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 4, 8, 6 Max Grav All reactions 250 lb or less at joint(s) 8, 8, 6, 6 except 2=446(LC 1), 4=446(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-484/116, 3-4=-484/116 BOT CHORD 2-8=0/293, 7-8=0/293, 6-7=0/293, 4-6=0/293 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, Exterior(2R) 1-8-0 to 8-1-0, Exterior(2E) 8-1-0 to 11-1-0 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=35.0 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 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 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) 2, 4, 8, 6. 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. LOAD CASE(S) Standard Job 202562 Truss LD01A Truss Type GABLE Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:51 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-9QgyokNJNwGnrIMG6zOqLYHmu98eNgGfLXAGmBy8g4o Scale: 3/16"=1' T1 W1 B1 ST1 ST2 ST3 ST4 1 2 3 4 5 6 11 10 9 8 7 12 2x4 3x5 4x5 9-5-8 9-5-8 11 - 4 - 6 14.42 12 Plate Offsets (X,Y)-- [7:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.71 0.25 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 76 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 Stud *Except* ST4: 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 6-7, 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-5-8. (lb) - Max Horz1=347(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 11, 9 except 1=-179(LC 8), 7=-167(LC 9), 10=-100(LC 10), 8=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 11, 10, 9, 8 except 1=318(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-412/280, 2-3=-345/230, 3-12=-276/163, 4-12=-263/176, 4-5=-257/182 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(3) 0-3-12 to 4-6-10, Exterior(2R) 4-6-10 to 9-3-12 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=35.0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 9 except (jt=lb) 1=179, 7=167, 10=100, 8=100. 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 202562 Truss PB01 Truss Type Piggyback Qty 8 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:52 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-ddEK04Ox8EOeTSxSfhv3tlq3rZWF69YpaBwqIdy8g4n Scale = 1:19.7 T1 T1 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 9-3-9 9-3-9 4-7-12 4-7-12 9-3-9 4-7-12 0- 4 - 7 3- 1 - 3 0- 1 - 8 0- 4 - 7 0- 1 - 8 8.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.24 0.09 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 5 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 29 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=271/7-9-11 (min. 0-1-8), 4=271/7-9-11 (min. 0-1-8), 6=349/7-9-11 (min. 0-1-8) Max Horz2=61(LC 9) Max Uplift2=-34(LC 10), 4=-40(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-251/102 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 6-0-4, Exterior(2E) 6-0-4 to 9-0-4 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=35.0 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 35.0 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 202562 Truss PB01A Truss Type Piggyback Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:52 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-ddEK04Ox8EOeTSxSfhv3tlq5tZWC69ypaBwqIdy8g4n Scale = 1:17.6 T1 T2 T1 B1 ST1 1 2 3 4 5 6 7 8 9 10 3x4 3x4 2x4 2x4 1.5x4 1.5x4 9-3-9 9-3-9 3-9-1 3-9-1 5-6-8 1-9-8 9-3-9 3-9-1 0- 4 - 7 2- 6 - 0 0- 1 - 8 0- 4 - 7 0- 1 - 8 2- 4 - 8 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=35.0) TCDL BCLL BCDL 35.0 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 0.11 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 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=325/7-9-11 (min. 0-1-8), 6=325/7-9-11 (min. 0-1-8), 8=241/7-9-11 (min. 0-1-8) Max Horz2=-49(LC 8) Max Uplift2=-45(LC 10), 6=-48(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-294/146, 6-10=-294/146 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 6-0-4, Exterior(2E) 6-0-4 to 9-0-4 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=35.0 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 35.0 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 202562 Truss PB01B Truss Type Piggyback Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:53 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-6poiDQPavYWV4cVeDOQIQzNGIzsRrc?yprfNq3y8g4m Scale = 1:17.6 T1 T2 T1 B1 ST1 1 2 3 4 5 6 7 8 3x4 3x4 2x4 2x4 1.5x4 1.5x4 9-3-9 9-3-9 2-7-1 2-7-1 6-8-8 4-1-8 9-3-9 2-7-1 0- 4 - 7 1- 8 - 1 1 0- 1 - 8 0- 4 - 7 0- 1 - 8 1- 7 - 3 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=35.0) TCDL BCLL BCDL 35.0 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 0.10 0.04 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: 26 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=288/7-9-11 (min. 0-1-8), 6=288/7-9-11 (min. 0-1-8), 8=314/7-9-11 (min. 0-1-8) Max Horz2=-33(LC 8) Max Uplift2=-31(LC 10), 6=-32(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-290/131, 5-6=-290/131 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 2-7-1, Exterior(2R) 2-7-1 to 6-8-8, Exterior(2E) 6-8-8 to 9-0-4 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=35.0 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 35.0 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 202562 Truss J01AG Truss Type Corner Rafter Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:53 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-6poiDQPavYWV4cVeDOQIQzNB_ztxrceyprfNq3y8g4m Scale = 1:21.7 T1 1 2 5 3 6 4 8-9-7 8-9-7 2-2-2 2-2-2 6-2-0 3-11-14 8-9-7 2-7-7 1- 4 - 3 4- 5 - 9 1- 0 - 5 0- 4 - 9 4- 1 - 0 5.66 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.41 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 -0.00 -0.02 (loc) 3-4 3-4 2 2-3 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 13 lb FT = 20% GRIP LUMBER- TOP CHORD 2x4 DF No.1&Btr 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) 4=136/Mechanical, 2=419/0-5-8 (min. 0-1-8), 3=213/0-5-8 (min. 0-1-8) Max Horz4=110(LC 10) Max Uplift4=-51(LC 8), 2=-108(LC 10), 3=-96(LC 10) Max Grav4=184(LC 16), 2=501(LC 16), 3=345(LC 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); 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=35.0 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=108. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 lb down and 23 lb up at 4-7-1, 67 lb down and 22 lb up at 4-7-1, and 90 lb down and 70 lb up at 7-5-0, and 89 lb down and 68 lb up at 7-5-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84 Concentrated Loads (lb) Vert: 6=-36(F=-13, B=-23) Job 202562 Truss L01 Truss Type Common Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:54 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-a?M4RlQCgreMim4rn5yXyAvMyMB8a2Q52VPwNVy8g4l Scale: 1/2"=1' T1 T2 B1 W1 W3 W2 1 2 3 5 4 3x5 4x5 2x4 1.5x4 3x4 3-8-0 3-8-0 8-6-8 4-10-8 3-8-0 3-8-0 8-6-8 4-10-8 1- 2 - 1 4 3- 8 - 3 0- 5 - 3 8.00 12 Plate Offsets (X,Y)-- [3:0-2-2,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.40 0.13 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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) 3=429/0-3-8 (min. 0-1-8), 5=429/0-5-8 (min. 0-1-8) Max Horz5=-82(LC 8) Max Uplift3=-18(LC 11), 5=-14(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-389/121, 2-3=-423/94, 1-5=-405/144 BOT CHORD 3-4=0/269 WEBS 1-4=-15/280 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, Exterior(2R) 3-1-12 to 5-4-12, Exterior(2E) 5-4-12 to 8-4-12 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=35.0 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 5. 5) 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 202562 Truss LD01 Truss Type GABLE Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:54 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-a?M4RlQCgreMim4rn5yXyAvF6MDsa1B52VPwNVy8g4l Scale = 1:49.4 T1 W1 B1 ST1 ST2 ST3 1 2 3 4 5 9 8 7 6 10 2x4 7-11-14 7-11-14 9- 7 - 3 14.42 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.83 0.02 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 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 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. WEBS 1 Row at midpt 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-11-14. (lb) - Max Horz1=290(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 8 except 1=-143(LC 8), 6=-120(LC 9), 9=-100(LC 10), 7=-101(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6, 9, 8, 7 except 1=264(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/237, 2-3=-273/182 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(3) 0-3-12 to 4-6-10, Exterior(2R) 4-6-10 to 7-10-2 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=35.0 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 1=143, 6=120, 9=100, 7=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. LOAD CASE(S) Standard Job 202562 Truss LD01B Truss Type GABLE Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:55 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-2CvSe5QqR9mDKwf1LpTmVOScpmY8JU7FG98Uvyy8g4k Scale = 1:45.6 T1 B1 ST1 ST2 ST3 1 2 3 4 9 8 7 10 5 62x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-9-14 6-9-14 8- 2 - 6 14.42 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 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.All bearings 6-9-14. (lb) - Max Horz1=222(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 9, 7 except 8=-104(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6, 9, 8, 7 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-510/423, 2-3=-323/281 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(3) 0-3-12 to 4-6-10, Exterior(2R) 4-6-10 to 6-9-14 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=35.0 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 5 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) 1, 5, 9, 7 except (jt=lb) 8=104. 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 202562 Truss X01 Truss Type Jack-Open Qty 12 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:55 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-2CvSe5QqR9mDKwf1LpTmVOSWSmVYJW7FG98Uvyy8g4k Scale = 1:25.8 T1 B1 1 2 3 43x4 5-11-4 5-11-4 -1-4-0 1-4-0 5-11-4 5-11-4 0- 5 - 3 4- 4 - 1 1 0- 5 - 3 3- 1 1 - 8 4- 4 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.48 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 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=219/Mechanical, 2=443/0-5-8 (min. 0-1-8), 4=56/Mechanical Max Horz2=132(LC 10) Max Uplift3=-93(LC 10), 2=-8(LC 10) Max Grav3=219(LC 1), 2=443(LC 1), 4=113(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=35.0 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 35.0 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 202562 Truss X01A Truss Type Jack-Open Qty 5 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:56 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-WOTrrRRSCTu4x3EDuW_?1b?kFAnz2zNOVpu1ROy8g4j Scale = 1:25.8 T1 B1 B2 B3 1 2 3 7 6 4 5 2x4 1.5x4 2x4 4x5 2-5-8 2-5-8 5-11-4 3-5-12 -1-4-0 1-4-0 2-5-8 2-5-8 5-11-4 3-5-12 0- 5 - 3 4- 4 - 1 1 0- 5 - 3 3- 1 1 - 8 3- 4 - 1 1 1- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:0-4-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.04 0.05 (loc) 5-6 5-6 5 5-6 l/defl >999 >697 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=175/Mechanical, 2=443/0-5-8 (min. 0-1-8), 5=100/Mechanical Max Horz2=132(LC 10) Max Uplift4=-59(LC 10), 2=-8(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/0 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=35.0 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 35.0 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) 4, 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 202562 Truss X01B Truss Type Jack-Open Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:56 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-WOTrrRRSCTu4x3EDuW_?1b?ZZArL2zNOVpu1ROy8g4j Scale = 1:29.3 T1 B1 T2 12 3 4 5 6 6x10 4x5 4x5 4x5 -1-4-0 1-4-0 5-11-4 5-11-4 0- 9 - 4 4- 4 - 1 1 1- 0 - 1 3- 1 1 - 8 4- 4 - 1 1 8.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-5], [3:0-3-2,0-0-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.97 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.14 0.09 0.09 (loc) 3 3 6 3 l/defl >813 >610 n/a >992 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T2: 2x8 DF SS BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied. 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=320/Mechanical, 6=52/Mechanical, 2=382/0-5-8 (min. 0-1-8) Max Horz5=136(LC 10) Max Uplift5=-14(LC 10), 2=-72(LC 10) Max Grav5=320(LC 1), 6=105(LC 3), 2=382(LC 1) 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=35.0 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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 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) 5, 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 202562 Truss X01D Truss Type Jack-Open Qty 10 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:57 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-_a1D3nS4zm0wZDpQSEVEapXvTaCCnQdYkTdbzqy8g4i Scale = 1:22.7 T1 B1 1 2 3 43x4 4-11-10 4-11-10 -1-4-0 1-4-0 4-11-10 4-11-10 0- 5 - 3 3- 8 - 1 5 3- 3 - 1 2 3- 8 - 1 5 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.32 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -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: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-10 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=181/Mechanical, 2=391/0-3-8 (min. 0-1-8), 4=48/Mechanical Max Horz2=114(LC 10) Max Uplift3=-77(LC 10), 2=-10(LC 10) Max Grav3=181(LC 1), 2=391(LC 1), 4=95(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=35.0 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 35.0 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 202562 Truss X01E Truss Type Jack-Open Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:57 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-_a1D3nS4zm0wZDpQSEVEapXxvaB0nQdYkTdbzqy8g4i Scale = 1:19.1 T1 B1 1 2 3 4 3x4 5-11-4 5-11-4 -1-4-0 1-4-0 3-10-3 3-10-3 0- 5 - 3 3- 0 - 0 0- 3 - 8 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.16 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 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=121/Mechanical, 2=366/0-5-8 (min. 0-1-8), 4=56/Mechanical Max Horz2=92(LC 10) Max Uplift3=-57(LC 10), 2=-3(LC 10) Max Grav3=121(LC 1), 2=366(LC 1), 4=113(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=35.0 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 35.0 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 202562 Truss X01F Truss Type Jack-Open Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:58 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-SnbbG7Tij48nBNOc0x0T7046o_YRWtthy7N8WHy8g4h Scale = 1:19.1 T1 B1 1 2 3 4 3x4 4-11-10 4-11-10 -1-4-0 1-4-0 3-10-3 3-10-3 0- 5 - 3 3- 0 - 0 0- 3 - 8 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.15 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 -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: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-3 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=128/Mechanical, 2=350/0-3-8 (min. 0-1-8), 4=48/Mechanical Max Horz2=92(LC 10) Max Uplift3=-57(LC 10), 2=-8(LC 10) Max Grav3=128(LC 1), 2=350(LC 1), 4=95(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=35.0 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 35.0 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 202562 Truss X02 Truss Type Jack-Open Qty 3 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:58 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-SnbbG7Tij48nBNOc0x0T7046Q_alWtthy7N8WHy8g4h Scale = 1:19.4 T1 B1 1 2 3 43x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-11-4 1-11-4 3-10-3 1-10-15 0- 5 - 3 3- 0 - 0 0- 5 - 3 2- 6 - 1 2 3- 0 - 0 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.17 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-4 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=137/Mechanical, 2=312/0-3-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=92(LC 10) Max Uplift3=-59(LC 10), 2=-24(LC 10) Max Grav3=137(LC 1), 2=312(LC 1), 4=38(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=35.0 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 35.0 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 202562 Truss X01G Truss Type Jack-Open Qty 1 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:59 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-wz9zUTTKUOGeoXzoafXifEdI9NsCFK7qBn6h2jy8g4g Scale = 1:13.7 T1 B1 1 2 3 5 6 4 3x4 5-11-4 5-11-4 -1-4-0 1-4-0 1-10-3 1-10-3 0- 5 - 3 1- 8 - 0 0- 3 - 8 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.11 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >649 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 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=31/Mechanical, 2=294/0-5-8 (min. 0-1-8), 4=58/Mechanical Max Horz2=55(LC 10) Max Uplift3=-32(LC 16) Max Grav3=34(LC 18), 2=294(LC 1), 4=117(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=35.0 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 35.0 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. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 2-0-0, and 7 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 2-4=-20 Job 202562 Truss X01H Truss Type Jack-Open Qty 2 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:18:59 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-wz9zUTTKUOGeoXzoafXifEdICNuXFK7qBn6h2jy8g4g Scale = 1:12.6 T1 B1 1 2 3 5 6 4 3x4 4-11-10 4-11-10 -1-4-0 1-4-0 1-10-3 1-10-3 0- 5 - 3 1- 8 - 0 0- 3 - 8 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.11 0.18 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 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: 12 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 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=33/Mechanical, 2=282/0-3-8 (min. 0-1-8), 4=49/Mechanical Max Horz2=55(LC 10) Max Uplift3=-30(LC 16), 2=-5(LC 10) Max Grav3=36(LC 18), 2=282(LC 1), 4=98(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=35.0 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 35.0 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 2-0-0, and 8 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 2-4=-20 Job 202562 Truss X02A Truss Type Jack-Open Qty 3 Ply 1 03/02 Pine Brook Estates Job Reference (optional) Run: 8.410 s Sep 14 2020 Print: 8.410 s Sep 14 2020 MiTek Industries, Inc. Tue Dec 15 15:19:00 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:kNEL9MtN_ouf?vdQJyUXfay8hdZ-O9jLhpUzFhOVQhY_7M2xCR9TunGE_nN_QRsFa9y8g4f Scale = 1:12.6 T1 B1 1 2 3 43x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-10-3 1-10-3 0- 5 - 3 1- 8 - 0 0- 3 - 8 8.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-5] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 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 0.11 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-3 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=31/Mechanical, 2=254/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=55(LC 10) Max Uplift3=-32(LC 16), 2=-23(LC 10) Max Grav3=34(LC 18), 2=254(LC 1), 4=38(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=35.0 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 35.0 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