Loading...
HomeMy WebLinkAboutTRUSS LAYOUT - 21-00523 - 905 Oak Hill Way - New SFRJob 215450 Truss A1E Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:24:56 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-Z3QYyfgPZEess9NafLKg4KtrQfLGcKIOrq?LxVyuCmb Scale: 1/8"=1' T1 T2 T3 T4 T5B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14EV1 WCL2 T6 T7 B512 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 2930 31 32 33 34 35 36 37 38 39 40 4142 4x6 7x8 MT20HS 5x6 3x6 5x6 5x6 3x4 4x6 3x5 4x5 6x8 7x8 4x5 4x6 5x6 7x8 2x4 5x6 6x8 5x6 4x5 6x8 7-2-4 7-2-4 13-11-0 6-8-12 14-0-4 0-1-4 17-8-1 3-7-13 24-1-14 6-5-14 30-10-4 6-8-6 40-1-15 9-3-11 43-2-8 3-0-9 47-10-8 4-8-0 -1-4-0 1-4-0 7-2-4 7-2-4 13-11-0 6-8-12 17-8-1 3-9-1 24-1-14 6-5-14 29-5-15 5-4-0 34-9-15 5-4-0 40-1-15 5-4-0 43-2-8 3-0-9 47-10-8 4-8-0 49-2-8 1-4-0 0- 1 1 - 6 2- 0 - 1 1 12 - 8 - 1 2 0- 6 - 1 2- 2 - 1 5 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-9], [7:0-3-0,0-2-3], [8:0-1-12,0-1-8], [9:0-3-0,0-1-8], [11:0-3-0,Edge], [16:0-3-0,0-4-0], [20:0-4-0,0-4-0], [21:0-3-8,0-4-0], [22:0-6-0,0-3-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.60 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.03 0.07 (loc) 16-18 16-18 22 16-18 l/defl >971 >698 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 326 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B1,B2: 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W10,W11,W12,W13,W14: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7, 11-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-22, 5-22, 6-21, 6-20, 7-20 2 Rows at 1/3 pts 8-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 18=0-6-4 (input: 0-5-8), 13=0-3-8, 22=0-2-12 (input: 0-2-8). (lb) - Max Horz24=-283(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 24, 13 except 18=-576(LC 11), 22=-211(LC 10) Max Grav All reactions 250 lb or less at joint(s) except 24=625(LC 17), 18=5842(LC 35), 13=980(LC 43), 22=2578(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-641/92, 3-25=-57/385, 25-26=-44/480, 4-26=-39/540, 4-5=-35/776, 5-27=-309/196, 6-27=-201/341, 7-28=-58/405, 8-28=-152/256, 8-29=-121/2418, 29-30=-132/2210, 9-30=-144/2068, 9-10=-1129/162, 10-11=-1297/148, 11-12=-1074/96, 12-13=-1404/109, 2-24=-655/136 BOT CHORD 23-24=-248/543, 22-23=-184/550, 22-31=-448/162, 21-31=-445/164, 20-35=-1274/257, 19-35=-1274/257, 19-36=-1274/257, 18-36=-1274/257, 18-37=-1124/181, 17-37=-1124/181, 17-38=-1124/181, 38-39=-1124/181, 16-39=-1124/181, 16-40=-66/1213, 15-40=-66/1213, 15-41=-62/1219, 41-42=-62/1219, 13-42=-62/1219 WEBS 3-23=-30/470, 3-22=-1033/196, 5-22=-2023/201, 5-21=-59/1285, 6-21=-412/140, 6-20=-348/73, 7-20=-658/16, 8-20=-147/2191, 8-18=-3610/359, 9-18=-1231/217, 9-16=-296/2958, 11-16=-990/162, 12-16=-303/45 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) 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) WARNING: Required bearing size at joint(s) 18, 22 greater than input bearing size. 9) Bearing at joint(s) 24, 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 Job 215450 Truss A1E Truss Type PIGGYBACK BASE GIRDE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:24:57 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-1GzxA?h1KYmjTJymD3rvdYQ0A2hVLnYY4UkuTyyuCma NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 13 except (jt=lb) 18=576, 22=211. 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) 229 lb down and 72 lb up at 43-2-8 on top chord, and 56 lb down at 15-8-0, 47 lb down at 17-8-0, 250 lb down and 81 lb up at 18-4-0, 251 lb down and 43 lb up at 19-8-0, 251 lb down and 43 lb up at 19-10-8, 251 lb down and 43 lb up at 21-10-8, 251 lb down and 43 lb up at 23-10-8, 251 lb down and 43 lb up at 25-10-8, 251 lb down and 43 lb up at 27-10-8, 251 lb down and 43 lb up at 29-10-8, 251 lb down and 43 lb up at 31-10-8, 251 lb down and 43 lb up at 33-10-8, 251 lb down and 43 lb up at 35-10-8, 251 lb down and 43 lb up at 37-10-8, 251 lb down and 43 lb up at 39-10-8, 251 lb down and 43 lb up at 41-10-8, and 47 lb down at 43-10-8, and 56 lb down at 45-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-84, 6-7=-84, 7-11=-84, 11-12=-84, 12-14=-84, 23-24=-20, 22-23=-20, 13-22=-20 Concentrated Loads (lb) Vert: 12=-160(B) 19=-251(B) 21=-24(B) 20=-251(B) 16=-251(B) 17=-251(B) 31=-28(B) 32=-250(B) 33=-503(B) 34=-251(B) 35=-251(B) 36=-251(B) 37=-251(B) 38=-251(B) 39=-251(B) 40=-251(B) 41=-24(B) 42=-28(B) Job 215450 Truss A2 Truss Type PIGGYBACK BASE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:00 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-Rrf3o1jwdT8IKmhLuBPcFA2XuGmNY8R_mSzY4HyuCmX Scale: 1/8"=1' T1 T2 T3 T4 T5B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13EV1 WCL2 W15 T6 T7 B4B512 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 4x6 7x8 MT20HS 5x6 3x6 5x6 5x10 MT20HS 3x4 5x10 MT20HS 3x6 3x5 4x5 4x5 4x8 3x5 3x5 3x5 6x8 5x6 6x8 3x4 3x6 4x5 7-2-4 7-2-4 13-11-0 6-8-12 14-0-12 0-1-12 17-8-1 3-7-5 24-1-14 6-5-14 31-7-15 7-6-0 39-1-15 7-6-0 41-2-8 2-0-9 42-2-4 0-11-12 47-10-8 5-8-4 -1-4-0 1-4-0 7-2-4 7-2-4 13-11-0 6-8-12 17-8-1 3-9-1 24-1-14 6-5-14 29-1-15 5-0-0 34-1-15 5-0-0 39-1-15 5-0-0 41-2-8 2-0-9 47-10-8 6-8-0 49-2-8 1-4-0 0- 1 1 - 6 2- 8 - 1 1 12 - 8 - 1 2 0- 6 - 1 2- 2 - 1 5 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-9], [7:0-3-0,0-2-3], [11:0-3-0,Edge], [12:0-5-0,0-1-13], [22:0-7-12,0-2-12] 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 0.91 0.40 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.05 0.03 (loc) 16-18 16-18 15 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 304 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* W1,W10,W12,W13,W15: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-7, 11-12. BOT CHORD Rigid ceiling directly applied or 5-5-3 oc bracing. WEBS 1 Row at midpt 3-22, 5-22, 6-21, 7-20, 8-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 22=0-3-8, 13=0-3-8. (lb) - Max Horz24=-284(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 24 except 22=-118(LC 12), 15=-148(LC 13), 13=-190(LC 39) Max Grav All reactions 250 lb or less at joint(s) except 24=697(LC 19), 22=2808(LC 37), 15=2526(LC 37), 13=416(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-25=-832/98, 3-25=-674/116, 3-26=-36/283, 26-27=-23/378, 4-27=-18/425, 4-28=-14/483, 5-28=-7/618, 5-29=-453/358, 6-29=-389/373, 6-7=-769/432, 7-30=-815/437, 8-30=-1042/426, 8-31=-1414/459, 31-32=-1510/447, 9-32=-1689/438, 9-10=-1254/345, 10-11=-1434/332, 11-12=-1125/237, 12-33=-261/1376, 13-33=-271/1246, 2-24=-729/339 BOT CHORD 23-24=-228/546, 22-23=-127/613, 21-22=-276/237, 20-21=-36/347, 19-20=-18/1103, 18-19=-18/1103, 17-18=-119/1427, 16-17=-119/1427, 13-15=-1173/331 WEBS 3-23=0/500, 3-22=-1109/215, 5-22=-2232/406, 5-21=-88/1239, 6-21=-1070/140, 6-20=-180/1066, 8-20=-944/293, 8-18=-88/577, 9-18=-428/194, 9-16=-557/59, 11-16=-966/270, 12-16=-315/1938, 2-23=-63/306, 12-15=-2530/550 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 3-5-7, Interior(1) 3-5-7 to 12-10-10, Exterior(2R) 12-10-10 to 29-1-15, Interior(1) 29-1-15 to 39-1-15, Exterior(2R) 39-1-15 to 44-5-1, Exterior(2E) 44-5-1 to 49-2-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24 except (jt=lb) 22=118, 15=148, 13=190. 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.Continued on page 2 Job 215450 Truss A2 Truss Type PIGGYBACK BASE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:00 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-Rrf3o1jwdT8IKmhLuBPcFA2XuGmNY8R_mSzY4HyuCmX NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215450 Truss A3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:03 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-rQLCQ2movOWsBEQwZJyJspg20TpplVyQSQBCgbyuCmU Scale: 1/8"=1' T1 T2 T3 T4 T5B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 EV1 WCL2 T6 T7 B4B512 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 4x6 7x8 MT20HS 5x6 4x8 6x8 5x6 3x4 5x10 MT20HS 3x6 3x5 4x5 4x5 4x8 3x5 3x5 5x6 4x6 4x5 2x4 5x6 6x8 3x6 4x5 7-2-4 7-2-4 13-11-0 6-8-12 14-0-12 0-1-12 17-8-1 3-7-5 24-1-14 6-5-14 31-1-15 7-0-0 38-1-15 7-0-0 39-2-8 1-0-9 42-2-4 2-11-12 47-10-8 5-8-4 -1-4-0 1-4-0 7-2-4 7-2-4 13-11-0 6-8-12 17-8-1 3-9-1 24-1-14 6-5-14 31-1-15 7-0-0 38-1-15 7-0-0 39-2-8 1-0-9 42-2-4 2-11-12 47-10-8 5-8-4 49-2-8 1-4-0 0- 1 1 - 6 3- 4 - 1 1 12 - 8 - 1 2 0- 6 - 1 2- 2 - 1 5 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-1-9], [7:0-3-0,0-2-3], [10:0-6-0,0-1-12], [23:0-7-12,0-2-12] 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 0.91 0.29 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.05 0.03 (loc) 19 19-21 15 19 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 302 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* W1,W11,W12,W13,W14,W15: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-7, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-23, 5-23, 6-22, 7-21, 8-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 23=0-3-8, 13=0-3-8. (lb) - Max Horz25=-284(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 25 except 23=-119(LC 12), 15=-131(LC 13), 13=-115(LC 9) Max Grav All reactions 250 lb or less at joint(s) except 25=687(LC 19), 23=2842(LC 37), 15=2500(LC 37), 13=407(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-26=-805/88, 3-26=-647/105, 3-27=-23/305, 27-28=-11/400, 4-28=-6/447, 4-29=-2/505, 5-29=0/631, 5-30=-439/357, 6-30=-376/372, 6-7=-767/436, 7-31=-840/421, 31-32=-926/406, 32-33=-1070/391, 8-33=-1107/391, 8-34=-1359/408, 9-34=-1598/388, 9-10=-1806/387, 10-11=-1444/351, 11-12=-902/236, 12-35=-132/969, 35-36=-133/878, 13-36=-143/850, 2-25=-719/335 BOT CHORD 24-25=-208/545, 23-24=-108/597, 22-23=-293/244, 21-22=-40/335, 20-21=-79/1330, 19-20=-79/1330, 18-19=-162/1372, 17-18=-162/1372, 16-17=-72/831, 15-16=-795/200, 13-15=-795/200 WEBS 3-24=0/488, 3-23=-1102/209, 5-23=-2266/414, 5-22=-94/1265, 6-22=-1092/147, 6-21=-193/1098, 8-21=-1021/301, 8-19=0/304, 10-17=-1479/361, 11-17=-298/1703, 11-16=-1210/181, 12-16=-328/1953, 12-15=-2328/513, 2-24=-74/292 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 3-5-7, Interior(1) 3-5-7 to 12-10-10, Exterior(2R) 12-10-10 to 28-11-6, Interior(1) 28-11-6 to 38-1-15, Exterior(2R) 38-1-15 to 43-11-15, Interior(1) 43-11-15 to 44-5-1, Exterior(2E) 44-5-1 to 49-2-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 7 = 12% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.Continued on page 2 Job 215450 Truss A3 Truss Type PIGGYBACK BASE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:03 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-rQLCQ2movOWsBEQwZJyJspg20TpplVyQSQBCgbyuCmU NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25 except (jt=lb) 23=119, 15=131, 13=115. 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. LOAD CASE(S) Standard Job 215450 Truss A4 Truss Type PIGGYBACK BASE Qty 5 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:06 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-G?0K34ohCJuR2h8VESV0URIcThrmysms8NQtHwyuCmR Scale = 1:92.0 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14EV1 WCL2 T5 B4B512 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 4x6 5x6 5x6 6x10 3x4 5x10 MT20HS 3x6 3x5 4x5 6x8 4x5 4x8 3x5 3x5 3x8 4x5 2x4 5x6 6x8 3x6 4x5 7-2-4 7-2-4 13-11-0 6-8-12 14-0-12 0-1-12 17-8-1 3-7-5 24-1-14 6-5-14 30-7-11 6-5-12 37-1-7 6-5-12 42-2-4 5-0-13 47-10-8 5-8-4 -1-4-0 1-4-0 7-2-4 7-2-4 13-11-0 6-8-12 17-8-1 3-9-1 20-11-0 3-2-15 24-1-14 3-2-15 30-7-11 6-5-12 37-1-7 6-5-12 42-2-4 5-0-13 47-10-8 5-8-4 49-2-8 1-4-0 0- 1 1 - 6 4- 1 - 1 12 - 8 - 1 2 0- 6 - 1 2- 2 - 1 5 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-4-4,0-2-4], [8:0-4-4,0-2-4], [15:0-3-8,0-1-8], [21:0-7-12,0-2-12] 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 0.71 0.27 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.05 0.03 (loc) 15-17 22-23 14 17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 313 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* W1,W12,W13,W14: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 5-21, 6-20, 7-20, 8-19, 9-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) 21=0-3-8, 12=0-3-8. (lb) - Max Horz23=-285(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 23, 12 except 21=-119(LC 12), 14=-123(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 23=647(LC 38), 21=2838(LC 35), 14=2002(LC 20), 12=436(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-727/61, 3-24=-510/79, 3-25=-14/339, 25-26=-1/428, 4-26=0/476, 4-27=0/533, 5-27=0/676, 5-28=-396/343, 6-28=-373/358, 6-7=-290/334, 7-8=-739/425, 8-29=-822/415, 29-30=-853/406, 30-31=-888/402, 9-31=-1064/387, 9-32=-1301/402, 10-32=-1602/384, 10-11=-1562/350, 11-33=-64/530, 12-33=-74/464, 2-23=-668/325 BOT CHORD 22-23=-203/542, 21-22=-84/540, 20-21=-324/248, 19-20=0/566, 18-19=-71/1231, 17-18=-71/1231, 16-17=-167/1385, 15-16=-167/1385, 14-15=-434/133, 12-14=-434/133 WEBS 3-22=0/462, 3-21=-1071/207, 5-21=-2259/436, 5-20=-102/1304, 7-20=-1142/244, 7-19=-133/952, 9-19=-927/303, 9-17=0/332, 10-17=-275/111, 10-15=-641/196, 11-15=-332/1964, 11-14=-1854/432 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 3-5-7, Interior(1) 3-5-7 to 12-10-10, Exterior(2R) 12-10-10 to 28-11-6, Interior(1) 28-11-6 to 44-5-1, Exterior(2E) 44-5-1 to 49-2-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 12 except (jt=lb) 21=119, 14=123. 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.Continued on page 2 Job 215450 Truss A4 Truss Type PIGGYBACK BASE Qty 5 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:06 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-G?0K34ohCJuR2h8VESV0URIcThrmysms8NQtHwyuCmR NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215450 Truss A5 Truss Type PIGGYBACK BASE Qty 6 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:09 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-gaiTh6qZVEG0v9t3wa3j64w69uny9FSJqLeXuFyuCmO Scale = 1:86.8 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14EV1 WCL2 T5 W15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 33 34 4x10 MT20HS 5x6 5x6 5x6 4x5 7x10 6x8 3x6 3x5 6x8 2x4 4x5 3x5 3x8 3x5 3x5 4x10 6x8 3x4 6x8 4x5 4-7-8 4-7-8 8-11-8 4-4-0 17-4-8 8-5-0 17-8-1 0-3-9 24-1-14 6-5-14 30-7-11 6-5-12 37-1-7 6-5-12 42-2-4 5-0-13 47-10-8 5-8-4 -1-4-0 1-4-0 4-7-8 4-7-8 8-11-8 4-4-0 13-3-12 4-4-4 17-8-1 4-4-4 20-9-4 3-1-3 24-1-14 3-4-11 30-7-11 6-5-12 37-1-7 6-5-12 42-4-4 5-2-13 47-10-8 5-6-4 49-2-8 1-4-0 0- 1 1 - 6 4- 1 - 1 12 - 8 - 1 2 0- 6 - 1 2- 9 - 1 1 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [6:0-0-12,0-1-8], [7:0-3-12,0-2-0], [9:0-3-12,0-2-0], [13:0-0-0,0-1-11], [16:0-3-8,0-2-0], [20:0-4-0,0-2-6] 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 0.63 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.62 0.28 0.13 (loc) 20-21 20-21 15 20-21 l/defl >999 >818 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 304 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* W1,W2,W3,W12,W14: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-7-2 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 5-2-3 oc bracing. WEBS 1 Row at midpt 6-20, 8-19, 10-19, 8-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=2243/0-5-8 (min. 0-2-10), 15=3147/0-5-8 (min. 0-3-6), 13=-193/0-3-8 (min. 0-1-8) Max Horz23=-286(LC 10) Max Uplift23=-94(LC 12), 15=-103(LC 13), 13=-442(LC 35) Max Grav23=2457(LC 35), 15=3147(LC 1), 13=198(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-4914/917, 3-24=-4760/935, 3-25=-5355/992, 4-25=-5223/1002, 4-26=-5397/1109, 5-26=-5260/1116, 5-27=-5117/1125, 6-27=-5086/1127, 6-28=-2459/731, 7-28=-2284/743, 7-8=-1876/668, 8-9=-1856/665, 9-29=-2113/701, 29-30=-2160/692, 30-31=-2222/688, 10-31=-2483/674, 10-32=-2592/661, 11-32=-2910/644, 11-12=-2133/483, 12-33=-299/1726, 13-33=-313/1686, 2-23=-2464/635 BOT CHORD 22-23=-156/446, 21-22=-698/4222, 20-21=-333/2784, 19-20=-133/1863, 18-19=-288/2319, 17-18=-314/2046, 16-17=-314/2046, 15-16=-1576/356, 13-15=-1576/356 WEBS 3-22=-668/168, 3-21=0/398, 4-21=-520/189, 6-21=-528/3225, 6-20=-1831/439, 7-20=-253/917, 8-19=-473/292, 9-19=-177/769, 10-19=-816/268, 11-18=-74/316, 11-16=-1347/341, 12-16=-708/3848, 12-15=-2991/702, 2-22=-590/3783, 8-20=-394/363 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 3-5-7, Interior(1) 3-5-7 to 12-10-10, Exterior(2R) 12-10-10 to 28-11-6, Interior(1) 28-11-6 to 44-5-1, Exterior(2E) 44-5-1 to 49-2-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23 except (jt=lb) 15=103, 13=442. 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.Continued on page 2 Job 215450 Truss A5 Truss Type PIGGYBACK BASE Qty 6 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:09 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-gaiTh6qZVEG0v9t3wa3j64w69uny9FSJqLeXuFyuCmO NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215450 Truss A6 Truss Type PIGGYBACK BASE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:12 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-58NcJ7tSo9fbmccebicQkiYaY5rGMcrlXJtBVayuCmL Scale = 1:91.4 T1 T2 T3 T4B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14EV1 WCL2 T5 W15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 33 34 3x6 7x8 MT20HS 7x8 MT20HS 6x8 3x4 6x8 7x8 3x6 3x5 6x8 2x4 4x10 4x5 4x5 2x4 6x8 3x5 3x5 2x4 5x6 4x5 4-7-8 4-7-8 8-11-8 4-4-0 17-4-8 8-5-0 24-1-14 6-9-6 31-6-4 7-4-6 37-1-7 5-7-3 42-4-4 5-2-13 47-10-8 5-6-4 -1-4-0 1-4-0 4-7-8 4-7-8 8-11-8 4-4-0 13-3-12 4-4-4 17-8-1 4-4-4 24-1-14 6-5-14 27-10-1 3-8-3 31-6-4 3-8-3 37-1-7 5-7-3 42-4-4 5-2-13 47-10-8 5-6-4 49-2-8 1-4-0 0- 1 1 - 6 4- 1 - 1 12 - 8 - 1 2 0- 6 - 1 2- 9 - 1 1 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [7:0-4-4,0-1-11], [8:0-4-0,0-1-9], [11:0-5-4,0-2-12], [20:0-4-0,0-2-6] 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 0.93 0.46 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.40 0.16 0.07 (loc) 21 20-21 18 21 l/defl >999 >949 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 302 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 Stud *Except* W4,W5,W6,W7,W8,W9,W10,W15: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 7-20, 8-19 2 Rows at 1/3 pts 9-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=1536/0-5-8 (min. 0-1-14), 18=3119/0-5-8 (min. 0-3-7), 13=542/0-3-8 (min. 0-1-8) Max Horz23=-286(LC 10) Max Uplift23=-80(LC 12), 18=-95(LC 13), 13=-98(LC 9) Max Grav23=1731(LC 38), 18=3200(LC 35), 13=897(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-3264/559, 3-24=-3109/577, 3-25=-3328/554, 4-25=-3195/564, 4-26=-3375/673, 5-26=-3227/680, 5-27=-3082/689, 6-27=-3050/691, 6-28=-1252/462, 7-28=-1020/474, 7-8=-952/453, 8-29=-546/367, 29-30=-565/357, 9-30=-643/357, 9-31=0/1124, 10-31=0/969, 10-32=-141/1207, 11-32=-159/1065, 11-12=-79/648, 12-33=-946/164, 13-33=-1159/126, 2-23=-1730/476 BOT CHORD 22-23=-159/408, 21-22=-384/2779, 20-21=-64/1524, 19-20=0/493, 18-19=-262/220, 17-18=-580/217, 16-17=-580/217, 15-16=-118/983, 13-15=-118/983 WEBS 3-22=-407/111, 4-21=-524/193, 6-21=-328/2373, 6-20=-1504/348, 8-20=-197/1038, 8-19=-1038/182, 9-19=-100/1266, 10-18=-611/253, 11-18=-781/183, 11-16=-12/531, 12-16=-1223/205, 2-22=-302/2451, 9-18=-2390/429 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 3-5-7, Interior(1) 3-5-7 to 12-10-10, Exterior(2R) 12-10-10 to 28-11-6, Interior(1) 28-11-6 to 44-5-1, Exterior(2E) 44-5-1 to 49-2-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 18, 13. 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.Continued on page 2 Job 215450 Truss A6 Truss Type PIGGYBACK BASE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:12 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-58NcJ7tSo9fbmccebicQkiYaY5rGMcrlXJtBVayuCmL NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 215450 Truss A7 Truss Type PIGGYBACK BASE Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:15 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-Vj3ky9vK4419d4KDGrA7MLABYJrTZzjBDH5r6vyuCmI Scale: 1/8"=1' T1 T2 T3 T4B1 B2 B3 B4 B5 B6 B7 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18EV1 WCL2 B812 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 3x6 5x6 5x6 6x8 3x4 6x8 7x8 3x4 4x5 4x6 3x4 3x6 3x5 6x8 2x4 4x10 6x8 6x8 7x8 5x6 3x8 3x5 3x5 2x4 5x6 4x5 4-7-8 4-7-8 8-11-8 4-4-0 17-4-8 8-5-0 18-10-8 1-6-0 24-1-14 5-3-6 29-4-0 5-2-2 31-6-4 2-2-4 37-1-7 5-7-3 42-4-4 5-2-13 47-10-8 5-6-4 -1-4-0 1-4-0 4-7-8 4-7-8 8-11-8 4-4-0 13-3-12 4-4-4 17-8-1 4-4-4 18-10-8 1-2-7 24-1-14 5-3-6 29-4-0 5-2-2 31-6-4 2-2-4 37-1-7 5-7-3 42-4-4 5-2-13 47-10-8 5-6-4 49-2-8 1-4-0 0- 1 1 - 6 4- 1 - 1 12 - 8 - 1 2 0- 6 - 1 2- 9 - 1 1 1- 0 - 0 1- 0 - 0 12 - 8 - 1 2 8.00 12 4.00 12 4.00 12 Plate Offsets (X,Y)-- [7:0-3-12,0-2-0], [9:0-3-12,0-2-0], [21:0-5-8,0-4-4], [23:0-5-8,0-4-12], [25:0-4-0,0-2-6] 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 0.56 0.56 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.40 0.17 0.07 (loc) 26 25-26 19 26 l/defl >999 >944 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 339 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B4,B6: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W4,W5,W6,W8,W9,W10,W11,W14: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 26-27,25-26,22-23. 1 Row at midpt 8-23, 10-21 WEBS 1 Row at midpt 6-25, 7-23, 8-22, 9-22, 11-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 28=1521/0-5-8 (min. 0-1-13), 19=3164/0-5-8 (min. 0-3-7), 14=512/0-3-8 (min. 0-1-8) Max Horz28=-286(LC 10) Max Uplift28=-84(LC 12), 19=-73(LC 13), 14=-95(LC 9) Max Grav28=1723(LC 38), 19=3217(LC 35), 14=888(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-29=-3245/571, 3-29=-3091/589, 3-30=-3305/569, 4-30=-3172/579, 4-31=-3351/686, 5-31=-3203/693, 5-32=-3058/702, 6-32=-3025/704, 6-33=-1218/473, 7-33=-1085/485, 7-8=-929/444, 8-9=-455/353, 9-34=-494/339, 34-35=-521/330, 35-36=-544/327, 10-36=-710/316, 10-11=-1/659, 11-37=-111/1283, 12-37=-129/1142, 12-13=-47/688, 13-38=-919/222, 14-38=-1132/184, 2-28=-1722/481 BOT CHORD 27-28=-159/407, 26-27=-395/2763, 25-26=-74/1507, 8-23=-88/789, 22-23=0/932, 21-22=-541/289, 10-21=-2050/418, 18-19=-639/188, 17-18=-172/957, 16-17=-172/957, 14-16=-172/957 WEBS 3-27=-404/114, 4-26=-522/190, 6-26=-334/2359, 6-25=-1508/362, 7-25=-290/488, 23-25=0/1096, 7-23=-188/522, 8-22=-1092/205, 9-22=-344/50, 10-22=-172/1482, 19-21=-1110/419, 11-21=-169/1619, 11-19=-2365/392, 12-19=-774/189, 12-18=-7/545, 13-18=-1190/204, 2-27=-311/2437 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 3-5-7, Interior(1) 3-5-7 to 12-10-10, Exterior(2R) 12-10-10 to 28-11-6, Interior(1) 28-11-6 to 44-5-1, Exterior(2E) 44-5-1 to 49-2-8 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 28 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 100 lb uplift at joint(s) 28, 19, 14.Continued on page 2 Job 215450 Truss A7 Truss Type PIGGYBACK BASE Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:16 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-zwd69VwyrN90FDvQqYhMuYiMIjBiIQzLRxrOeLyuCmH NOTES- 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 215450 Truss A8 Truss Type PIGGYBACK BASE Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:18 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-vIltaAxCN?PkVX3oxzjqzzoiCWw0mMTdvFKViEyuCmF Scale = 1:73.7 T1 T2 EV2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 T3 EV1 WCL21 2 3 4 5 6 7 8 13 12 11 10 9 14 15 3x6 2x4 3x4 2x4 6x8 5x6 3x5 4x5 1.5x4 3x6 5x6 3x6 4-7-8 4-7-8 8-11-8 4-4-0 17-4-8 8-5-0 17-6-4 0-1-12 24-1-0 6-6-12 -1-4-0 1-4-0 4-7-8 4-7-8 8-11-8 4-4-0 13-3-12 4-4-4 17-8-1 4-4-4 24-1-0 6-4-15 0- 1 1 - 6 12 - 8 - 1 2 2- 9 - 1 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [7:0-3-12,0-2-0], [13:0-2-0,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-MSH 0.53 0.37 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.05 0.02 (loc) 10-11 10-11 10 11 l/defl >999 >716 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W3,EV1,WCL2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 8-9, 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=-99/0-5-8 (min. 0-1-8), 13=858/0-5-8 (min. 0-1-8), 10=1840/0-3-8 (min. 0-1-15) Max Horz13=349(LC 10) Max Uplift9=-188(LC 18), 10=-243(LC 10) Max Grav9=109(LC 22), 13=858(LC 1), 10=1840(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-1283/39, 3-14=-1175/53, 3-4=-897/12, 4-5=-894/89, 5-6=-795/107, 6-7=-83/371, 2-13=-843/126 BOT CHORD 12-13=-378/302, 11-12=-351/1044 WEBS 3-11=-333/122, 4-11=-359/135, 6-11=-253/1082, 6-10=-745/231, 7-10=-1018/180, 7-9=-41/453, 2-12=0/875 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 13-3-12, Exterior(2R) 13-3-12 to 20-11-4, Exterior(2E) 20-11-4 to 23-11-4 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) 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) Bearing at joint(s) 13 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 100 lb uplift at joint(s) except (jt=lb) 9=188, 10=243. 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 215450 Truss A8A Truss Type PIGGYBACK BASE Qty 9 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:20 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-shsd?szTvcfSkrDB3OmI2Ot2iKbUEGtwMZpcn6yuCmD Scale = 1:73.7 T1 T2 EV2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 T3 EV1 WCL2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 3x6 2x4 3x4 2x4 6x8 5x6 3x5 4x5 1.5x4 3x6 5x6 3x6 4-7-8 4-7-8 8-11-8 4-4-0 17-4-8 8-5-0 17-6-4 0-1-12 24-1-0 6-6-12 4-7-8 4-7-8 8-11-8 4-4-0 13-3-12 4-4-4 17-8-1 4-4-4 24-1-0 6-4-15 0- 1 1 - 6 12 - 8 - 1 2 2- 9 - 1 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-3-12,0-2-0], [12:0-2-0,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-MSH 0.53 0.37 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.29 0.05 0.02 (loc) 9-10 9-10 9 10 l/defl >999 >716 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W3,EV1,WCL2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=-106/0-5-8 (min. 0-1-8), 12=726/0-5-8 (min. 0-1-8), 9=1854/0-3-8 (min. 0-2-0) Max Horz12=327(LC 10) Max Uplift8=-194(LC 17), 9=-245(LC 10) Max Grav8=107(LC 21), 12=726(LC 1), 9=1854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1310/43, 2-13=-1170/54, 2-3=-905/12, 3-4=-899/95, 4-5=-716/106, 5-6=-84/375, 1-12=-718/71 BOT CHORD 11-12=-393/288, 10-11=-354/1078 WEBS 2-10=-358/126, 3-10=-352/133, 5-10=-253/1093, 5-9=-750/232, 6-9=-1027/188, 6-8=-43/461, 1-11=0/884 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-3-12, Exterior(2R) 13-3-12 to 20-11-4, Exterior(2E) 20-11-4 to 23-11-4 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) Bearing at joint(s) 12 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) except (jt=lb) 8=194, 9=245. 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 215450 Truss A8E Truss Type GABLE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:23 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-GGYmdu?LCX11bIymkWJ?g1VYCXciRdjM2X1GORyuCmA Scale = 1:74.5 T1 T2 EV2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 1 2 3 4 5 6 7 8 17 16 15 14 13 12 11 10 9 52 53 3x6 3x4 3x7 6x8 5x6 3x5 4x5 5x6 3x6 3x7 3x8 3x8 7x8 3x10 3x10 3x10 3x10 3x10 3x10 4-7-8 4-7-8 8-11-8 4-4-0 17-4-8 8-5-0 17-6-4 0-1-12 24-1-0 6-6-12 -1-4-0 1-4-0 4-7-8 4-7-8 8-11-8 4-4-0 13-3-12 4-4-4 17-8-1 4-4-4 24-1-0 6-4-15 0- 1 1 - 6 12 - 8 - 1 2 2- 9 - 1 1 8.00 12 4.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-2-4], [7:0-3-12,0-2-0], [8:Edge,0-1-8], [17:0-2-0,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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.58 0.40 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.28 0.05 0.02 (loc) 14-15 14-15 14 15 l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* EV2: 2x4 DF 2400F 2.0E, W4,W5,W6,W7: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST12,ST15,ST18,ST20,ST21,ST23: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 8-9, 6-14, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-8-8 except (jt=length) 17=0-5-8, 14=0-3-8, 14=0-3-8. (lb) - Max Horz17=417(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 17, 12 except 9=-366(LC 7), 14=-184(LC 5), 13=-122(LC 7), 11=-111(LC 7), 10=-187(LC 4) Max Grav All reactions 250 lb or less at joint(s) except 9=846(LC 20), 17=857(LC 1), 14=2199(LC 1), 14=2199(LC 1), 13=515(LC 20), 12=631(LC 1), 11=722(LC 1), 10=340(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1282/67, 3-4=-894/29, 4-5=-891/106, 5-6=-793/124, 6-7=-135/394, 8-9=-250/80, 2-17=-843/98 BOT CHORD 16-17=-426/327, 15-16=-356/1099, 14-52=-274/117, 13-52=-274/117, 12-13=-274/117, 11-12=-274/117, 11-53=-274/117, 10-53=-274/117, 9-10=-274/117 WEBS 3-15=-335/119, 4-15=-359/135, 6-15=-216/1094, 6-14=-746/189, 7-14=-1015/160, 7-9=-41/452, 2-16=0/874 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) 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 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12 except (jt=lb) 9=366, 14=184, 13=122, 11=111, 10=187. 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.Continued on page 2 Job 215450 Truss A8E Truss Type GABLE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:23 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-GGYmdu?LCX11bIymkWJ?g1VYCXciRdjM2X1GORyuCmA NOTES- 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) 808 lb down and 75 lb up at 18-0-0, 808 lb down and 75 lb up at 19-9-0, and 808 lb down and 75 lb up at 21-9-0, and 816 lb down and 67 lb up at 23-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-7=-84, 7-8=-84, 15-17=-20, 14-15=-20, 9-14=-20 Concentrated Loads (lb) Vert: 9=-816(F) 12=-808(F) 52=-808(F) 53=-808(F) Job 215450 Truss B1E Truss Type GABLE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:26 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-grEuFw1EVSPbSmgLPfsiIf70ulYxexuplVGw_myuCm7 Scale = 1:69.6 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV2 WCR2 T4 B2B3 W10 W11 W12 W13 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11ST13 ST15 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2221 20 46 47 48 49 50 3x6 4x5 4x5 4x6 4x6 3x4 3x4 3x4 3x4 4x10 4x8 3x5 4x5 3x5 3x6 3x6 3x6 3x6 3x6 3x6 3x6 6-6-12 6-6-12 12-6-0 5-11-4 18-5-4 5-11-4 23-1-8 4-8-4 28-6-8 5-5-0 34-3-0 5-8-8 -1-0-0 1-0-0 6-6-12 6-6-12 12-6-0 5-11-4 18-5-4 5-11-4 23-1-8 4-8-4 28-6-8 5-5-0 34-3-0 5-8-8 0- 4 - 1 1 6- 6 - 7 10 - 5 - 5 1- 2 - 1 4.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [7:0-7-4,0-1-12], [10:0-2-0,0-1-12] 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 0.74 0.75 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.43 0.11 0.11 (loc) 15-17 15-17 11 15-17 l/defl >999 >954 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W6,W7,W8: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-1 oc bracing. WEBS 1 Row at midpt 7-13 JOINTS 1 Brace at Jt(s): 20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1867/0-5-8 (min. 0-2-0), 11=1760/0-5-8 (min. 0-1-14) Max Horz2=234(LC 9) Max Uplift2=-123(LC 8), 11=-55(LC 12) Max Grav2=1892(LC 19), 11=1760(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-46=-4483/834, 3-46=-4399/846, 3-47=-3642/722, 4-47=-3563/736, 4-5=-2758/585, 5-6=-2678/598, 6-7=-2541/625, 7-48=-1914/528, 8-48=-1697/547, 8-49=-1700/548, 9-49=-1862/522, 9-50=-1835/471, 10-50=-2104/454, 10-11=-1702/419 BOT CHORD 2-19=-713/4139, 18-19=-713/4139, 17-18=-717/4031, 16-17=-548/3309, 15-16=-548/3309, 14-15=-347/2495, 13-14=-347/2495, 12-13=-215/1513 WEBS 3-22=-823/192, 17-22=-792/185, 17-21=-7/381, 4-21=-6/373, 4-20=-1316/249, 15-20=-1310/248, 7-15=-78/871, 7-13=-1988/485, 8-13=-499/1776, 9-13=-482/229, 10-12=-149/1363 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) -1-0-0 to 2-5-2, Interior(1) 2-5-2 to 19-8-6, Exterior(2R) 19-8-6 to 26-6-10, Interior(1) 26-6-10 to 30-8-2, Exterior(2E) 30-8-2 to 34-1-4 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) 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=123. 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 215450 Truss B2 Truss Type Roof Special Qty 11 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:28 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-dDLfgb3U13gJh3qjX4vAN4CMEYEV6rT6Col13fyuCm5 Scale = 1:69.6 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV2 WCR2 T4 B2B312 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 3x6 4x5 4x5 4x6 4x6 3x4 1.5x4 3x4 3x4 3x4 4x8 4x8 3x5 4x5 3x5 3x6 6-6-12 6-6-12 12-6-0 5-11-4 18-5-4 5-11-4 23-1-8 4-8-4 28-6-8 5-5-0 34-3-0 5-8-8 -1-0-0 1-0-0 6-6-12 6-6-12 12-6-0 5-11-4 18-5-4 5-11-4 23-1-8 4-8-4 28-6-8 5-5-0 34-3-0 5-8-8 0- 4 - 1 1 6- 6 - 7 10 - 5 - 5 1- 2 - 1 4.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-0-4,Edge], [6:0-6-12,0-1-12], [9:0-2-0,0-1-12] 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 0.75 0.75 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.41 0.12 0.11 (loc) 16 14-16 10 16 l/defl >999 >981 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W6,W7,W8: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 1 Row at midpt 4-14, 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1867/0-5-8 (min. 0-2-0), 10=1760/0-5-8 (min. 0-1-14) Max Horz2=234(LC 9) Max Uplift2=-123(LC 8), 10=-55(LC 12) Max Grav2=1892(LC 19), 10=1760(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-4493/833, 3-18=-4408/845, 3-19=-3634/728, 4-19=-3555/742, 4-5=-2685/604, 5-6=-2600/617, 6-20=-1909/526, 7-20=-1697/545, 7-21=-1700/548, 8-21=-1862/522, 8-22=-1834/471, 9-22=-2104/454, 9-10=-1702/419 BOT CHORD 2-17=-712/4148, 16-17=-712/4148, 15-16=-539/3373, 14-15=-539/3373, 13-14=-345/2487, 12-13=-345/2487, 11-12=-215/1513 WEBS 3-17=0/254, 3-16=-842/185, 4-16=0/427, 4-14=-1375/239, 6-14=-72/891, 6-12=-1974/481, 7-12=-495/1771, 8-12=-481/229, 9-11=-149/1362 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) -1-0-0 to 2-5-2, Interior(1) 2-5-2 to 19-8-6, Exterior(2R) 19-8-6 to 26-6-10, Interior(1) 26-6-10 to 30-8-2, Exterior(2E) 30-8-2 to 34-1-4 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=123. 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 215450 Truss B3 Truss Type Jack-Closed Qty 4 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:29 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-5Qv1ux46nNoAJDPw5nQPwIlaZyhWrIbFRSUab5yuCm4 Scale = 1:24.3 T1 EV2 B1 W1 W2 1 2 3 4 5 8 7 6 9 10 11 3x4 3x8 3x4 3x4 1.5x4 6-2-0 6-2-0 12-0-0 5-10-0 -1-0-0 1-0-0 6-2-0 6-2-0 12-0-0 5-10-0 0- 4 - 1 1 4- 4 - 1 1 4.00 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 0.52 0.31 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.02 0.02 (loc) 2-8 2-8 7 2-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 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 5-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=621/Mechanical, 2=706/0-5-8 (min. 0-1-8) Max Horz2=139(LC 9) Max Uplift7=-55(LC 12), 2=-82(LC 8) Max Grav7=828(LC 19), 2=801(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1359/287, 9-10=-1284/289, 3-10=-1189/298, 4-7=-319/126 BOT CHORD 2-8=-293/1208, 7-8=-293/1208 WEBS 3-8=0/263, 3-7=-1249/379 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) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-9-1, Exterior(2R) 7-9-1 to 12-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=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) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 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. LOAD CASE(S) Standard Job 215450 Truss B3E Truss Type Monopitch Supported Gable Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:31 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-1o1nJd5MJ_2uYXZICCSt?jq0ZmRGJOkYumzhg_yuCm2 Scale = 1:22.0 T1 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 113x4 -1-0-0 1-0-0 12-0-0 12-0-0 0- 4 - 1 1 4- 4 - 1 1 4.00 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 0.17 0.04 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 60 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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=139(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 16, 17, 18, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 11, 2, 16, 17, 18, 15, 14, 13, 12 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) -1-0-0 to 2-0-0, Exterior(2N) 2-0-0 to 8-10-4, Corner(3E) 8-10-4 to 11-10-4 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) 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) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2, 16, 17, 18, 15, 14, 13, 12. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215450 Truss C1E Truss Type GABLE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:34 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-RNiwxf8FcvQTP_HttK0adLSXezSlWjq_akCLHIyuCm? Scale = 1:62.3 EV1 T1 T2 EV2 B1 ST2ST3 ST4 ST5 ST6 ST7 ST8 ST9ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 T3 B21 23 4 5 6 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 41 40 39 38 37 36 35 34 33 32 31 30 2928 27 26 25 24 3x4 3x6 4x5 3x6 3x4 3x6 22-3-0 22-3-0 -1-4-0 1-4-0 11-1-8 11-1-8 22-3-0 11-1-8 23-7-0 1-4-0 1- 2 - 1 10 - 5 - 5 1- 2 - 1 10.00 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-R 0.18 0.05 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 23 22 24 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 197 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST2,ST3,ST4,ST11,ST12: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 12-33, 11-34, 13-32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-3-0. (lb) - Max Horz41=-246(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 34, 35, 36, 37, 38, 39, 32, 31, 30, 28, 27, 26 except 41=-159(LC 6), 24=-126(LC 7), 40=-165(LC 7), 25=-143(LC 6) Max Grav All reactions 250 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 39, 40, 32, 31, 30, 28, 27, 26, 25 except 41=291(LC 19), 24=263(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-263/346, 8-9=-158/267, 9-10=-198/334, 10-11=-190/338, 11-12=-208/360, 12-13=-208/360, 13-14=-198/338, 14-15=-158/267, 22-24=-248/346 WEBS 12-33=-367/187, 3-41=-301/263, 21-24=-258/214 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 1-9-8, Exterior(2N) 1-9-8 to 8-1-8, Corner(3R) 8-1-8 to 14-1-8, Exterior(2N) 14-1-8 to 20-5-8, Corner(3E) 20-5-8 to 23-7-0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 34, 35, 36, 37, 38, 39 , 32, 31, 30, 28, 27, 26 except (jt=lb) 41=159, 24=126, 40=165, 25=143. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215450 Truss D1E Truss Type GABLE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:36 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-OmqgMK9V8XgBfIRG?l22imXryn3b_YLH22hSKByuClz Scale = 1:46.4 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 6 7 10 9 8 35 36 4x5 3x8 4x5 4x5 3x7 3x7 3x7 3x7 4x5 4x5 8-0-0 8-0-0 16-0-0 8-0-0 -1-4-0 1-4-0 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 17-4-0 1-4-0 1- 2 - 1 0- 0 - 1 1 7- 1 0 - 1 1- 2 - 1 0- 0 - 1 1 10.00 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-MSH 0.26 0.35 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=941/0-3-8 (min. 0-1-8), 8=941/0-3-8 (min. 0-1-8) Max Horz10=-192(LC 8) Max Uplift10=-46(LC 10), 8=-46(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-35=-687/179, 4-35=-573/198, 4-36=-573/198, 5-36=-687/179, 2-10=-365/182, 6-8=-365/182 BOT CHORD 9-10=-55/574, 8-9=0/557 WEBS 4-9=-121/417, 3-10=-689/75, 5-8=-689/75 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 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 17-4-0 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) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 8. 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 215450 Truss D2 Truss Type COMMON Qty 5 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:37 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-syO2ZgA7vqo2GS0SZSZHF_40iAPqj?bQGiQ0sdyuCly Scale = 1:46.4 T1 T2 B1 W1 W2W3 EV1 WCL2 EV2 WCR2 1 2 3 4 5 6 7 10 9 8 11 12 4x5 3x8 4x5 4x5 2x4 2x4 4x5 4x5 8-0-0 8-0-0 16-0-0 8-0-0 -1-4-0 1-4-0 4-1-12 4-1-12 8-0-0 3-10-4 11-10-4 3-10-4 16-0-0 4-1-12 17-4-0 1-4-0 1- 2 - 1 0- 0 - 1 1 7- 1 0 - 1 1- 2 - 1 0- 0 - 1 1 10.00 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-MSH 0.26 0.35 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.12 0.01 0.01 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=941/0-3-8 (min. 0-1-8), 8=941/0-3-8 (min. 0-1-8) Max Horz10=-192(LC 8) Max Uplift10=-46(LC 10), 8=-46(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-687/179, 4-11=-573/198, 4-12=-573/198, 5-12=-687/179, 2-10=-365/182, 6-8=-365/182 BOT CHORD 9-10=-55/574, 8-9=0/557 WEBS 4-9=-121/417, 3-10=-689/75, 5-8=-689/75 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 5-0-0, Exterior(2R) 5-0-0 to 11-0-0, Interior(1) 11-0-0 to 14-4-0, Exterior(2E) 14-4-0 to 17-4-0 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) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 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 215450 Truss E1 Truss Type Common Qty 10 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:39 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-oLWp_MCNRS2lWmArgtblKP9Ps_8EB?vjk0v6xWyuClw Scale: 3/4"=1' T1 T2 B1 W1 HW1 HW2 1 2 3 4 5 6 7 8 4x5 4x5 4x5 1.5x4 2-5-0 2-5-0 4-10-0 2-5-0 -1-0-0 1-0-0 2-5-0 2-5-0 4-10-0 2-5-0 5-10-0 1-0-0 0- 7 - 7 2- 7 - 9 0- 7 - 7 10.00 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 0.09 0.10 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) 6 6 4 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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 WEDGE Left: 2x6 DF SS , Right: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=331/0-5-8 (min. 0-1-8), 4=331/0-5-8 (min. 0-1-8) Max Horz2=59(LC 9) Max Uplift2=-25(LC 10), 4=-25(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-0-0 to 2-0-0, Exterior(2R) 2-0-0 to 2-10-0, Exterior(2E) 2-10-0 to 5-10-0 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 215450 Truss J1 Truss Type JACK-OPEN Qty 13 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:41 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-kkeZP2Dez3ITl3KDoIeDPpFgVop5fvC0BKOD?OyuClu Scale = 1:12.8 T1 B1 W1 1 2 3 4 1.5x4 2x4 1.5x4 4-8-0 4-8-0 -1-4-0 1-4-0 4-8-0 4-8-0 0- 6 - 1 2- 0 - 1 1 4.00 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 0.33 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.00 (loc) 2-4 2-4 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 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 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=378/0-5-8 (min. 0-1-8), 4=199/Mechanical Max Horz2=59(LC 8) Max Uplift2=-70(LC 8), 4=-23(LC 12) Max Grav2=533(LC 19), 4=271(LC 19) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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, 4. 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. LOAD CASE(S) Standard Job 215450 Truss PB1 Truss Type Piggyback Qty 16 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:42 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-CwBxcOEGkNQKNDuPL09Ty1nv2BBsOMg9Q_8mYryuClt Scale = 1:14.6 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 6-5-14 6-5-14 3-2-15 3-2-15 6-5-14 3-2-15 0- 4 - 7 2- 1 - 1 5 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 0.09 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 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=189/5-0-0 (min. 0-1-8), 4=189/5-0-0 (min. 0-1-8), 6=220/5-0-0 (min. 0-1-8) Max Horz2=-41(LC 8) Max Uplift2=-25(LC 10), 4=-29(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=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 215450 Truss PB1E Truss Type GABLE Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:44 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-9IJi13FWF_h2cX2oTRBx1StFY?tIsGeStIdtcjyuClr Scale = 1:14.6 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 2x4 6-5-14 6-5-14 3-2-15 3-2-15 6-5-14 3-2-15 0- 4 - 7 2- 1 - 1 5 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 0.09 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 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=268/5-0-0 (min. 0-1-8), 4=268/5-0-0 (min. 0-1-8), 6=62/5-0-0 (min. 0-1-8) Max Horz2=-41(LC 8) Max Uplift2=-36(LC 10), 4=-36(LC 11) Max Grav2=268(LC 1), 4=268(LC 1), 6=125(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) 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) Gable requires continuous bottom chord bearing. 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. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 215450 Truss PB2 Truss Type Piggyback Qty 11 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:45 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-dVt4FPG80IpvEhd_18iAZfPQIPCZbjQc6yMR8AyuClq Scale = 1:14.5 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 6-4-15 6-4-15 3-2-15 3-2-15 6-4-15 3-2-0 0- 4 - 7 2- 1 - 1 5 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 0.09 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 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=188/5-0-0 (min. 0-1-8), 4=189/5-0-0 (min. 0-1-8), 6=220/5-0-0 (min. 0-1-8) Max Horz2=41(LC 9) Max Uplift2=-25(LC 10), 4=-28(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=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 215450 Truss PB2E Truss Type Piggyback Qty 1 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:47 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-Zt?qf5IPYv3dT_nN8Zlef4UmnCu13dvvaGrXD2yuClo Scale = 1:14.5 T1 T2 B1 ST1 1 2 3 4 5 6 4x5 2x4 2x4 1.5x4 6-4-15 6-4-15 3-2-15 3-2-15 6-4-15 3-2-0 0- 4 - 7 2- 1 - 1 5 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 0.09 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 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=188/5-0-0 (min. 0-1-8), 4=189/5-0-0 (min. 0-1-8), 6=220/5-0-0 (min. 0-1-8) Max Horz2=41(LC 9) Max Uplift2=-25(LC 10), 4=-28(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=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 215450 Truss X22 Truss Type Jack-Open Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:49 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-VG6b4nJf4WJLjIxmG_n6kVa5R0alXXtB1aKeIxyuClm Scale = 1:8.3 T1 B11 2 3 4 3x4 1-11-4 1-11-4 -1-4-0 1-4-0 1-10-3 1-10-3 0- 6 - 1 1- 1 - 7 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] 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 0.14 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: 7 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=33(LC 8) Max Uplift3=-32(LC 18), 2=-66(LC 8) Max Grav3=42(LC 19), 2=341(LC 19), 4=38(LC 5) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 3, 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. LOAD CASE(S) Standard Job 215450 Truss X24 Truss Type Jack-Open Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:50 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-zSgzI7KHrqRBKSWyphILGj6FXQwzG_7LGE4CqNyuCll Scale = 1:11.6 T1 B11 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- 6 - 1 1- 9 - 7 0- 4 - 3 1- 5 - 4 1- 9 - 7 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] 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 0.25 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: 10 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=52(LC 8) Max Uplift3=-42(LC 12), 2=-72(LC 8) Max Grav3=200(LC 19), 2=447(LC 19), 4=38(LC 5) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 3, 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. LOAD CASE(S) Standard Job 215450 Truss X62 Truss Type Jack-Open Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:52 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-wrojjpMXNRhvalfKx6KpL8CchDZKkudejXZIuGyuClj Scale = 1:11.3 T1 B11 2 3 5 6 4 3x4 4-8-0 4-8-0 -1-4-0 1-4-0 1-10-3 1-10-3 0- 6 - 1 1- 1 - 7 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] 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 0.14 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -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: 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 1-10-3 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=282/0-5-8 (min. 0-1-8), 4=48/Mechanical Max Horz2=33(LC 8) Max Uplift3=-32(LC 18), 2=-50(LC 8) Max Grav3=42(LC 19), 2=368(LC 19), 4=96(LC 5) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 3, 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 7 lb down at 2-0-0, and 9 lb down at 4-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 2-4=-20 Concentrated Loads (lb) Vert: 6=-3(F) Job 215450 Truss X64 Truss Type Jack-Open Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:54 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-sEwU7UNov3xdp3pj2XNHRZHxI1F2Cn6wBr2Pz8yuClh Scale = 1:11.5 T1 B11 2 3 4 3x4 4-8-0 4-8-0 -1-4-0 1-4-0 3-10-3 3-10-3 0- 6 - 1 1- 9 - 7 0- 3 - 8 4.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-11] 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 0.20 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 -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: 14 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=353/0-5-8 (min. 0-1-8), 4=44/Mechanical Max Horz2=52(LC 8) Max Uplift3=-39(LC 12), 2=-65(LC 8) Max Grav3=176(LC 19), 2=496(LC 19), 4=87(LC 5) 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) 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) 3, 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. LOAD CASE(S) Standard Job 215450 Truss XR1 Truss Type Corner Rafter Qty 2 Ply 1 08/04 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jul 26 10:25:56 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:r7sEHu1oBNvKudr_YvGwlnyuDDq-oc2EYAP2RgBL2Nz6AyPlW_MEbrzkghcDe9XW11yuClf Scale = 1:15.5 T1 1 2 5 3 6 4 8-4-5 8-4-5 1-9-4 1-9-4 5-1-11 3-4-7 8-4-5 3-2-10 0- 8 - 1 0 2- 3 - 4 0- 5 - 0 0- 3 - 1 5 1- 1 1 - 5 2.83 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 0.40 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 -0.00 0.01 (loc) 3-4 3-4 2 3-4 l/defl >949 >840 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 12 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=278/Mechanical, 2=348/0-5-8 (min. 0-1-8), 3=255/0-5-8 (min. 0-1-8) Max Horz4=62(LC 6) Max Uplift4=-54(LC 11), 2=-128(LC 6), 3=-67(LC 10) Max Grav4=278(LC 17), 2=483(LC 16), 3=315(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=128. 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) 15 lb down and 15 lb up at 4-7-1, 15 lb down and 15 lb up at 4-7-1, and 136 lb down and 44 lb up at 7-5-0, and 160 lb down and 49 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=-184(F=-104, B=-80)