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HomeMy WebLinkAboutTRUSS SPECS - 22-00781 - 1137 Cypress Loop - New SFRJob 228495 Truss A1 Truss Type Hip Girder Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:21:53 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-eNsMa7?VNTW_Vor5nMH7aQ30ODYZuJmS8KSm0AyGwGC Scale = 1:56.5 T1 T2 T1 B1 W1 W2 W3 W4 W4 W3 W2 W1 B3B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 7x10 MT20HS 7x10 MT20HS 5x6 7x10 MT20HS6x8 1.5x4 3x4 6x8 3x4 6x8 1.5x4 7x10 MT20HS 5x6 8-6-10 8-6-10 15-6-0 6-11-6 22-5-6 6-11-6 31-0-0 8-6-10 -2-0-0 2-0-0 4-7-13 4-7-13 8-6-10 3-10-13 13-2-3 4-7-9 17-9-13 4-7-9 22-5-6 4-7-9 26-4-3 3-10-13 31-0-0 4-7-13 33-0-0 2-0-0 0-4-55-2-45-4-30-4-55-2-47.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-11], [4:0-6-10,Edge], [7:0-6-10,Edge], [9:0-3-0,0-2-11], [11:0-4-0,0-3-12], [13:0-4-0,0-4-4], [15:0-4-0,0-3-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.82 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.44 0.12 0.15 (loc) 13-15 13-15 9 13-15 l/defl >999 >839 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 173 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-5 oc purlins, except 2-0-0 oc purlins (2-4-10 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 9-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 6-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=3166/0-5-8 (min. 0-3-7), 9=3166/0-5-8 (min. 0-3-7) Max Horz2=-127(LC 48) Max Uplift2=-392(LC 10), 9=-392(LC 11) Max Grav2=3241(LC 17), 9=3241(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5397/768, 3-4=-5146/772, 4-5=-4404/682, 5-17=-5953/938, 17-18=-5953/938, 6-18=-5953/938, 6-7=-4404/682, 7-8=-5146/772, 8-9=-5397/768 BOT CHORD 2-20=-702/4530, 20-21=-702/4530, 21-22=-702/4530, 22-23=-702/4530, 15-23=-702/4530, 15-24=-879/5665, 14-24=-879/5665, 14-25=-879/5665, 25-26=-879/5665, 13-26=-879/5665, 13-27=-854/5665, 27-28=-854/5665, 12-28=-854/5665, 12-29=-854/5665, 11-29=-854/5665, 11-30=-599/4530, 30-31=-599/4530, 31-32=-599/4530, 32-33=-599/4530, 9-33=-599/4530 WEBS 3-15=-447/184, 4-15=-213/2059, 5-15=-1797/372, 5-13=-173/749, 6-13=-173/749, 6-11=-1797/372, 7-11=-213/2059, 8-11=-447/184 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 2 and 392 lb uplift at joint 9. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job 228495 Truss A1 Truss Type Hip Girder Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:21:54 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-6aQknT078ner7yQIL4oM6dcB8dtodm0cN_BKYcyGwGB NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 153 lb up at 8-6-10, and 254 lb down and 153 lb up at 22-5-6 on top chord, and 77 lb down at 2-0-0, 73 lb down at 4-0-0, 73 lb down at 6-0-0, 73 lb down at 8-0-0, 269 lb down and 84 lb up at 8-7-6, 269 lb down and 84 lb up at 10-7-6, 269 lb down and 84 lb up at 12-7-6, 269 lb down and 84 lb up at 14-7-6, 269 lb down and 84 lb up at 16-4-10, 269 lb down and 84 lb up at 18-4-10, 269 lb down and 84 lb up at 20-4-10, 269 lb down and 84 lb up at 22-4-10, 73 lb down at 23-0-0, 73 lb down at 25-0-0, and 73 lb down at 27-0-0, and 77 lb down at 29-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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, 4-7=-84, 7-10=-84, 2-9=-20 Concentrated Loads (lb) Vert: 4=-169(F) 7=-169(F) 15=-269(F) 11=-269(F) 20=-38(F) 21=-36(F) 22=-36(F) 23=-36(F) 24=-269(F) 25=-269(F) 26=-269(F) 27=-269(F) 28=-269(F) 29=-269(F) 30=-36(F) 31=-36(F) 32=-36(F) 33=-38(F) Job 228495 Truss A2 Truss Type Hip Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:21:55 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-am_7?p1lv4mik6?UunKbfr8Pk0GtMFhlcext42yGwGA Scale = 1:56.5 T1 T2 T1 B1 W1 W2 W3 W4 W4 W3 W2 W1 B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 5x6 5x6 3x6 4x6 3x5 1.5x4 3x8 3x4 3x8 3x5 1.5x4 3x6 5-11-4 5-11-4 11-4-15 5-5-11 19-7-1 8-2-2 25-0-12 5-5-11 31-0-0 5-11-4 -2-0-0 2-0-0 5-11-4 5-11-4 11-4-15 5-5-11 15-6-0 4-1-1 19-7-1 4-1-1 25-0-12 5-5-11 31-0-0 5-11-4 33-0-0 2-0-0 0-4-56-10-47-0-30-4-56-10-47.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [8:0-3-3,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.58 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.09 0.03 (loc) 11-13 11-13 8 10-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except 2-0-0 oc purlins (4-9-15 max.): 4-6. 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=1775/0-5-8 (min. 0-2-2), 8=1775/0-5-8 (min. 0-2-2) Max Horz2=-162(LC 10) Max Uplift2=-83(LC 12), 8=-83(LC 13) Max Grav2=1971(LC 33), 8=1971(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-2930/266, 15-16=-2857/267, 16-17=-2804/271, 3-17=-2787/289, 3-18=-2213/299, 4-18=-2063/319, 4-5=-1783/323, 5-6=-1783/323, 6-19=-2063/319, 7-19=-2213/299, 7-20=-2787/289, 20-21=-2804/271, 21-22=-2857/267, 8-22=-2930/266 BOT CHORD 2-14=-130/2390, 13-14=-130/2390, 13-23=-113/1907, 12-23=-113/1907, 12-24=-113/1907, 11-24=-113/1907, 10-11=-130/2374, 8-10=-130/2374 WEBS 3-13=-742/115, 4-13=-17/749, 5-13=-477/127, 5-11=-477/127, 6-11=-17/749, 7-11=-742/115 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) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 7-0-5, Exterior(2R) 7-0-5 to 23-11-11, Interior(1) 23-11-11 to 29-10-13 , Exterior(2E) 29-10-13 to 33-0-0 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 2 and 83 lb uplift at joint 8. 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 228495 Truss A3 Truss Type Hip Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:21:57 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-W96tPV2?Ri0P_P9s0CM3kGEhoq_Rq3g23xQ_9xyGwG8 Scale = 1:60.0 T2 T3 T4 B1 W1 W2 W3 W4 W3 W2 W1 T1 T5 B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 4x6 6x8 5x6 4x6 3x6 3x6 3x5 1.5x4 3x4 3x8 3x5 1.5x4 3x6 7-4-6 7-4-6 14-3-4 6-10-13 16-8-12 2-5-9 23-7-10 6-10-13 31-0-0 7-4-6 -2-0-0 2-0-0 7-4-6 7-4-6 14-3-4 6-10-13 16-8-12 2-5-9 23-7-10 6-10-13 31-0-0 7-4-6 33-0-0 2-0-0 0-4-58-6-48-8-30-4-58-6-47.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [5:0-4-10,Edge], [9:0-3-3,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.51 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.10 0.04 (loc) 14 14-15 9 2-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-6-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1775/0-5-8 (min. 0-2-4), 9=1775/0-5-8 (min. 0-2-4) Max Horz2=197(LC 11) Max Uplift2=-96(LC 12), 9=-96(LC 13) Max Grav2=2111(LC 33), 9=2111(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3206/179, 16-17=-3062/180, 17-18=-3010/201, 3-18=-2884/208, 3-19=-2323/227, 19-20=-2164/235, 4-20=-2087/240, 4-5=-2053/254, 5-6=-1796/274, 6-7=-2076/253, 7-21=-2151/236, 8-21=-2326/227, 8-22=-2884/206, 22-23=-3009/200, 23-24=-3062/179, 9-24=-3206/178 BOT CHORD 2-15=-81/2616, 14-15=-81/2616, 13-14=0/1792, 12-13=0/1792, 11-12=-50/2616, 9-11=-50/2616 WEBS 3-15=0/311, 3-14=-967/137, 5-14=-19/606, 5-12=-318/335, 6-12=-16/603, 8-12=-962/137, 8-11=0/310 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) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 9-10-10, Exterior(2R) 9-10-10 to 21-1-6, Interior(1) 21-1-6 to 29-10-13 , Exterior(2E) 29-10-13 to 33-0-0 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 2 and 96 lb uplift at joint 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 228495 Truss A4 Truss Type Common Qty 2 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:21:58 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-_LgFdr3dB?9GbZk3awtIHTmyVEJjZYvBIb9XhNyGwG7 Scale = 1:58.5 T2 T3 B1 W4 W3 W2 W1 W3W2 W1 T1 T4 B3B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 3x6 4x5 3x6 3x5 4x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 3x5 4x6 7-11-13 7-11-13 15-6-0 7-6-3 23-0-3 7-6-3 31-0-0 7-11-13 -2-0-0 2-0-0 5-5-11 5-5-11 10-5-14 5-0-2 15-6-0 5-0-2 20-6-2 5-0-2 25-6-5 5-0-2 31-0-0 5-5-11 0-4-59-4-130-4-57.00 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 0.42 0.57 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.08 0.04 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W3: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-13 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=1782/0-5-8 (min. 0-1-15), 10=1581/0-5-8 (min. 0-1-11) Max Horz2=206(LC 11) Max Uplift2=-101(LC 12), 10=-68(LC 13) Max Grav2=1815(LC 22), 10=1646(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2655/326, 3-16=-2431/318, 4-16=-2277/329, 4-5=-1714/311, 5-17=-1650/317, 6-17=-1626/330, 6-18=-1623/329, 7-18=-1710/316, 7-19=-2313/355, 8-19=-2380/344, 8-9=-2467/335, 9-10=-2677/354 BOT CHORD 2-15=-208/2316, 15-20=-132/1907, 14-20=-132/1907, 13-14=-132/1907, 12-13=-140/1819, 12-21=-140/1819, 11-21=-140/1819, 10-11=-241/2219 WEBS 6-13=-187/1307, 7-13=-848/183, 7-11=-23/618, 9-11=-343/145, 4-13=-828/170, 4-15=0/579, 3-15=-313/125 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) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 12-4-13, Exterior(2R) 12-4-13 to 18-7-3, Interior(1) 18-7-3 to 27-8-1, Exterior(2E) 27-8-1 to 30-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 2 and 68 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss A5 Truss Type Common Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:21:59 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-SXEdqB4GyJH7DjJF7dOXphJ7XegCI?ELXFv5EqyGwG6 Scale = 1:58.5 T2 T3 B1 W1 W2 W3 W4 W3 W5 W6 T1 T4 B3B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 3x6 4x5 3x6 3x5 3x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 3x4 3x6 8-6-13 8-6-13 15-6-0 6-11-3 24-9-4 9-3-4 31-0-0 6-2-12 -2-0-0 2-0-0 5-5-11 5-5-11 10-5-14 5-0-2 15-6-0 5-0-2 20-6-2 5-0-2 25-6-5 5-0-2 31-0-0 5-5-11 0-4-59-4-130-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.49 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.03 -0.03 (loc) 11-13 11-13 11 2-15 l/defl >999 >981 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 15% 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,W6: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1418/0-5-8 (min. 0-1-9), 11=1859/0-5-8 (min. 0-2-1), 10=105/Mechanical Max Horz2=206(LC 11) Max Uplift2=-92(LC 12), 11=-71(LC 13), 10=-43(LC 19) Max Grav2=1483(LC 19), 11=1949(LC 23), 10=166(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2019/243, 3-16=-1713/221, 4-16=-1532/233, 4-5=-1052/216, 5-17=-922/222, 6-17=-891/235, 6-18=-903/234, 7-18=-991/221, 7-19=0/456, 8-19=0/378, 8-9=0/316, 9-10=-60/376 BOT CHORD 2-15=-136/1699, 15-20=-49/1295, 14-20=-49/1295, 13-14=-49/1295, 12-13=0/620, 12-21=0/620, 11-21=0/620, 10-11=-264/91 WEBS 3-15=-344/127, 4-15=0/548, 4-13=-842/169, 6-13=-91/581, 7-13=-12/465, 7-11=-1529/211, 9-11=-431/169 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) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 12-4-13, Exterior(2R) 12-4-13 to 18-7-3, Interior(1) 18-7-3 to 27-10-1, Exterior(2E) 27-10-1 to 30-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 2, 71 lb uplift at joint 11 and 43 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss A6 Truss Type Roof Special Qty 6 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:01 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-PwLOFs5WUwXrT1SeF2R?v6ONGRKrmthe_ZOBIiyGwG4 Scale = 1:65.4 T2 T3 B1 B2 B4 B5 W2 W3 W4 W5 W6 W8 W7 W9 T1 T4 B3 W1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 4x8 4x6 3x6 5x10 4x5 7x8 1.5x4 2x4 3x4 3x5 3x8 3x4 3x4 7x8 5x6 1.5x4 1-11-8 1-11-8 8-8-12 6-9-4 15-6-0 6-9-4 23-0-8 7-6-8 24-9-4 1-8-12 31-0-0 6-2-12 -2-0-0 2-0-0 1-11-8 1-11-8 5-3-11 3-4-3 8-8-12 3-5-1 15-6-0 6-9-4 19-3-4 3-9-4 23-0-8 3-9-4 26-9-7 3-8-15 31-0-0 4-2-9 0-4-59-4-130-4-50-5-87.00 12 Plate Offsets (X,Y)-- [14:0-2-4,Edge], [16:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.54 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.21 0.07 0.04 (loc) 2-16 14-15 12 2-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B1,B2: 2x6 DF SS, B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W4,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1396/0-5-8 (min. 0-1-9), 11=19/Mechanical, 12=1966/0-5-8 (min. 0-2-2) Max Horz2=206(LC 11) Max Uplift2=-93(LC 12), 11=-132(LC 19), 12=-57(LC 13) Max Grav2=1460(LC 19), 11=94(LC 20), 12=2037(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2172/267, 3-4=-1887/249, 4-18=-1102/197, 5-18=-926/206, 5-19=-877/210, 6-19=-875/223, 6-20=-824/243, 7-20=-938/229, 8-21=-293/139, 9-10=-271/53, 10-11=-16/518 BOT CHORD 2-17=-167/1753, 16-17=-162/1811, 15-16=-92/1603, 15-22=0/665, 22-23=0/665, 14-23=0/665, 8-14=-329/129, 12-13=-315/0, 11-12=-406/40 WEBS 4-16=0/522, 4-15=-1029/177, 6-15=-73/530, 7-15=-25/443, 7-14=-1103/90, 12-14=-1334/288, 10-14=-177/1762, 10-12=-1805/273, 3-16=-254/90 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) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 12-4-13, Exterior(2R) 12-4-13 to 18-7-3, Interior(1) 18-7-3 to 27-10-1, Exterior(2E) 27-10-1 to 30-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 2, 132 lb uplift at joint 11 and 57 lb uplift at joint 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss A7 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:03 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-LIT8gY7m0YnZiKc0MTTT_XTkUF0cEnGwRttINbyGwG2 Scale = 1:77.5 T2 T3 T4 T5 B1 B2 B4 B5 W2 W3 W4 W9 W8 W10 W12 W11 T1 B3W1 W6W5 W7 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 4x6 5x6 5x8 8x10 4x5 5x10 4x5 7x8 2x4 4x5 3x5 3x8 3x4 6x8 1.5x4 1.5x4 3x8 1-11-8 1-11-8 7-6-3 5-6-11 13-0-15 5-6-11 18-0-15 5-0-0 23-0-8 4-11-9 24-9-4 1-8-12 31-0-0 6-2-12 -2-0-0 2-0-0 1-11-8 1-11-8 4-8-0 2-8-8 7-6-3 2-10-3 13-0-15 5-6-11 18-0-15 5-0-0 23-0-15 5-0-0 29-6-0 6-5-1 31-0-0 1-6-0 0-4-57-11-1411-8-1310-10-50-5-87-11-147.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-1-12], [8:0-4-0,Edge], [9:0-7-4,0-2-4], [14:0-2-4,0-2-8], [17:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.52 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.07 0.04 (loc) 2-17 2-17 12 2-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B1,B2: 2x6 DF SS, B4: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W2,W3,W4,W9,W1,W6: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 9-11, 7-14 2 Rows at 1/3 pts 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1352/0-5-8 (min. 0-1-9), 11=-169/Mechanical, 12=2190/0-5-8 (min. 0-2-7) Max Horz2=376(LC 11) Max Uplift2=-94(LC 12), 11=-321(LC 38), 12=-176(LC 12) Max Grav2=1474(LC 35), 11=46(LC 40), 12=2284(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2287/237, 3-19=-2143/254, 3-4=-1981/238, 4-20=-1170/211, 5-20=-1054/213, 5-6=-1054/224, 6-21=-896/242, 21-22=-896/242, 7-22=-896/242, 7-23=-138/260, 8-23=-138/260, 8-24=-160/283, 9-24=-136/443, 9-10=-235/268 BOT CHORD 2-18=-246/1898, 17-18=-243/1950, 16-17=-203/1735, 16-25=-111/717, 15-25=-111/717, 15-26=-111/717, 14-26=-111/717, 8-14=-475/238 WEBS 4-17=0/518, 4-16=-1012/142, 6-16=0/251, 12-14=-825/282, 9-14=-249/1266, 9-12=-1895/187, 9-11=-176/430, 3-17=-267/77, 7-15=0/307, 7-16=-83/757, 7-14=-1287/152 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 9-11-12, Exterior(2R) 9-11-12 to 16-2-2, Interior(1) 16-2-2 to 26-4-13, Exterior(2R) 26-4-13 to 29-6-0, Exterior(2E) 29-6-0 to 30-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2, 321 lb uplift at joint 11 and 176 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 228495 Truss A8 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:04 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-pV1Wtu8OnrvQKUBDwA_iWk0xvfM9zDT4gXcsv1yGwG1 Scale = 1:76.5 T1 T2 T3 T4 B1 B2 B4 B5 W2 W5 W6 W8 W7 W9 W11 W10 B3 W1 W3 W4 W3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 4x8 7x10 4x5 5x10 4x5 7x8 2x4 2x4 6x8 3x4 3x4 6x8 1.5x4 5x6 3x4 3x4 1-11-8 1-11-8 10-2-10 8-3-2 15-2-10 5-0-0 20-2-10 5-0-0 23-0-8 2-9-14 24-9-4 1-8-12 31-0-0 6-2-12 -2-0-0 2-0-0 1-11-8 1-11-8 6-1-1 4-1-9 10-2-10 4-1-9 15-2-10 5-0-0 20-2-10 5-0-0 23-0-8 2-9-14 29-6-0 6-5-8 31-0-0 1-6-0 0-4-56-3-1411-8-1310-10-50-5-86-3-147.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-5-4,0-1-12], [8:0-2-1,Edge], [13:0-2-8,0-2-8], [16:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.57 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.29 0.08 0.06 (loc) 2-16 2-16 11 2-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B1,B2: 2x6 DF SS, B4: 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W2,W5,W6,W8,W1,W4: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 8-10 2 Rows at 1/3 pts 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1323/0-5-8 (min. 0-1-9), 10=-285/Mechanical, 11=2334/0-5-8 (min. 0-2-9) Max Horz2=376(LC 11) Max Uplift2=-96(LC 12), 10=-420(LC 34), 11=-163(LC 12) Max Grav2=1465(LC 35), 10=6(LC 8), 11=2400(LC 45) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2004/263, 18-19=-1985/265, 3-19=-1842/287, 3-20=-1431/225, 4-20=-1324/241, 4-21=-1118/233, 21-22=-1117/233, 5-22=-1117/233, 5-23=-453/164, 6-23=-454/164, 6-7=-154/442, 7-24=-105/306, 24-25=-82/410, 8-25=-61/430, 8-9=-240/273 BOT CHORD 2-17=-259/1532, 16-17=-253/1583, 15-16=-182/1152, 14-15=-127/1117, 13-14=-78/399, 7-13=-728/209 WEBS 4-16=-8/753, 6-14=-45/960, 6-13=-1268/170, 11-13=-964/263, 8-13=-269/1228, 8-11=-2022/182, 8-10=-155/612, 3-16=-646/171, 4-15=-509/82, 5-15=0/501, 5-14=-1094/132 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) -2-0-0 to 1-1-3, Interior(1) 1-1-3 to 7-1-7, Exterior(2R) 7-1-7 to 13-3-14, Interior(1) 13-3-14 to 26-4-13, Exterior(2R) 26-4-13 to 29-6-0, Exterior(2E) 29-6-0 to 30-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 2, 420 lb uplift at joint 10 and 163 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 228495 Truss A8 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:05 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-Hhbu5E80Y91HxemPUuVx3yZ5f2iOigiDvBMPRTyGwG0 LOAD CASE(S) Standard Job 228495 Truss A9 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:09 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ASqPxbCXcOXiQF4AjjatDojrwg35eVMpqpKcZEyGwFy Scale = 1:76.5 T1 T2 T3 T4 B1 B2 B4 B5 W2 W3 W3 W4 W5 W7 W6 W8 W10 W9 W1 B3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3738 39 40 5x6 4x8 7x10 2x4 5x10 4x5 7x8 1.5x4 3x4 6x8 3x4 3x4 3x4 6x8 1.5x4 1-11-8 1-11-8 8-6-10 6-7-2 18-6-10 10-0-0 23-0-8 4-5-14 24-9-4 1-8-12 31-0-0 6-2-12 -2-0-0 2-0-0 1-11-8 1-11-8 4-10-1 2-10-9 8-6-10 3-8-10 13-6-10 5-0-0 18-6-10 5-0-0 23-0-8 4-5-14 29-6-0 6-5-8 31-0-0 1-6-0 0-4-55-4-311-8-1310-10-50-5-85-4-37.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-5-4,0-1-12], [8:0-2-1,Edge], [13:0-2-12,0-2-8], [15:0-2-12,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.52 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.16 0.06 (loc) 10-11 14-15 11 l/defl >525 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 458 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B4: 2x4 DF No.2, B5: 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W6,W8,W10,W9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-11, 9-10 REACTIONS.(lb/size) 2=1973/0-5-8 (min. 0-1-8), 10=-626/Mechanical, 11=4873/0-5-8 (min. 0-2-12) Max Horz2=376(LC 9) Max Uplift2=-284(LC 10), 10=-724(LC 32), 11=-1644(LC 10) Max Grav2=2221(LC 33), 11=5134(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3627/606, 3-4=-3134/572, 4-19=-2532/517, 19-20=-2532/517, 20-21=-2532/517, 21-22=-2532/517, 5-22=-2531/517, 5-23=-1439/431, 23-24=-1440/431, 6-24=-1440/431, 6-7=-246/681, 7-25=-221/544, 25-26=-194/544, 26-27=-193/554, 8-27=-186/662 BOT CHORD 2-16=-712/2950, 16-28=-711/3019, 28-29=-711/3019, 15-29=-711/3019, 15-30=-670/2427, 30-31=-670/2427, 31-32=-670/2427, 32-33=-670/2427, 33-34=-670/2427, 14-34=-670/2427, 14-35=-394/1494, 35-36=-394/1494, 13-36=-394/1494, 12-13=-673/404, 7-13=-773/200, 11-12=-139/332 WEBS 4-15=-27/905, 5-15=-55/418, 5-14=-1343/383, 6-14=-373/1717, 6-13=-2671/623, 11-13=-1868/203, 8-13=-455/2121, 8-11=-3622/654, 8-10=-359/1084, 3-15=-510/142 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 2, 724 lb uplift at joint 10 and 1644 lb uplift at joint 11. Continued on page 2 Job 228495 Truss A9 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:09 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ASqPxbCXcOXiQF4AjjatDojrwg35eVMpqpKcZEyGwFy NOTES- 12) 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. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254 lb down and 153 lb up at 8-6-10, 155 lb down and 89 lb up at 9-0-12, 153 lb down and 89 lb up at 11-0-12, 153 lb down and 89 lb up at 13-0-12, and 153 lb down and 89 lb up at 15-0-12, and 153 lb down and 89 lb up at 17-0-12 on top chord, and 77 lb down at 1-10-12, 29 lb down at 4-0-0, 44 lb down at 6-0-0, 71 lb down at 8-0-0, 84 lb down and 23 lb up at 9-0-12, 81 lb down and 24 lb up at 11-0-12, 81 lb down and 24 lb up at 13-0-12, 81 lb down and 24 lb up at 15-0-12, 81 lb down and 24 lb up at 17-0-12, 265 lb down and 116 lb up at 19-0-12, 265 lb down and 153 lb up at 21-0-12, 288 lb down and 199 lb up at 23-2-4, 328 lb down and 250 lb up at 25-0-12, and 362 lb down and 310 lb up at 27-0-12, and 401 lb down and 387 lb up at 29-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-6=-84, 6-8=-84, 8-9=-84, 2-13=-20, 10-12=-20 Concentrated Loads (lb) Vert: 4=-169(B) 16=-38(B) 15=-71(B) 11=-265(B) 13=-265(B) 19=-106(B) 21=-104(B) 22=-104(B) 23=-104(B) 24=-104(B) 28=-18(B) 29=-40(B) 30=-84(B) 31=-81(B) 32=-81(B) 33=-81(B) 34=-81(B) 35=-265(B) 36=-265(B) 38=-265(B) 39=-256(B) Job 228495 Truss A10 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:10 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-efOn8xC9NhfZ2PeMHR56m?G_b3WYN8xy3T3A5hyGwFx Scale = 1:33.1 W1 T1 W5 B1 B2 B3W3 W2 W4 1 2 3 7 6 5 4 3x4 3x4 1.5x4 3x4 1.5x4 3x4 6x8 1-9-8 1-9-8 5-9-4 3-11-12 1-9-8 1-9-8 5-9-4 3-11-12 5-5-95-0-10-5-85-5-9Plate Offsets (X,Y)-- [5:0-5-4,0-3-12] 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 0.47 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 4-5 4-5 4 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 10-0-0 oc bracing: 5-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=285/0-3-8 (min. 0-1-8), 4=285/Mechanical Max Horz7=-154(LC 8) Max Uplift7=-96(LC 6), 4=-96(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-265/206 BOT CHORD 2-5=-226/302 WEBS 1-5=-238/295 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 96 lb uplift at joint 7 and 96 lb uplift at joint 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. 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 228495 Truss A11 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:11 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-6ryAMHDn8?nQfZDZq8cLJDp5fTso6aP6H7pje7yGwFw Scale = 1:40.3 W1 T1 W5 B1 B2 B3W3 W2 W4 1 2 3 7 6 5 4 3x4 3x4 1.5x4 3x4 1.5x4 3x4 5x8 1-9-8 1-9-8 5-9-4 3-11-12 1-9-8 1-9-8 5-9-4 3-11-12 6-7-96-2-10-5-86-7-9Plate Offsets (X,Y)-- [5:0-5-4,0-3-12] 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 0.71 0.12 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 4-5 4-5 4 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 58 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud WEBS 2x4 DF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, 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=285/0-3-8 (min. 0-1-8), 4=285/Mechanical Max Horz7=-190(LC 8) Max Uplift7=-133(LC 6), 4=-133(LC 7) Max Grav7=286(LC 18), 4=286(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-265/211 BOT CHORD 2-5=-230/300 WEBS 1-5=-237/288 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 7 and 133 lb uplift at joint 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. 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 228495 Truss A12 Truss Type Flat Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:12 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-a1WYZdEPuJvHHjolOs7arQLIMt9Or0EFWnYHAZyGwFv Scale = 1:46.2 W1 T1 W1 B1 W2 1 2 4 3 5 1.5x4 3x4 1.5x4 3x4 5-9-4 5-9-4 5-9-4 5-9-4 7-9-14LOADING (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 0.58 0.29 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >999 >632 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=285/0-3-8 (min. 0-1-8), 3=285/Mechanical Max Horz4=-229(LC 8) Max Uplift4=-179(LC 6), 3=-179(LC 7) Max Grav4=392(LC 18), 3=371(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-266/273, 2-3=-230/273 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint 4 and 179 lb uplift at joint 3. 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 228495 Truss A13 Truss Type Flat Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:13 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-2E4wmzF2fc18vtNxyZepOeuQ2HVQaQIPlRIqi0yGwFu Scale = 1:52.5 W1 T1 W1 B1 W2 1 2 4 3 5 1.5x4 3x4 1.5x4 3x4 5-9-4 5-9-4 5-9-4 5-9-4 8-11-9LOADING (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 0.78 0.30 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >993 >607 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=285/0-5-8 (min. 0-1-8), 3=285/Mechanical Max Horz4=-263(LC 8) Max Uplift4=-230(LC 6), 3=-230(LC 7) Max Grav4=433(LC 18), 3=412(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-304/273, 2-3=-230/273 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 4 and 230 lb uplift at joint 3. 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 228495 Truss A14 Truss Type Flat Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:14 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-WQeI_JFgQwA?W0y8WH92wrRc7hqVJxKYz51NESyGwFt Scale = 1:59.2 W1 T1 W1 B1 W2 1 2 4 3 5 1.5x4 3x4 1.5x4 3x4 5-9-4 5-9-4 5-9-4 5-9-4 10-1-9LOADING (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 0.76 0.31 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 -0.00 0.00 (loc) 3-4 3-4 3 4 l/defl >947 >590 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.1&Btr *Except* W2: 2x4 DF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4, 2-3, 1-3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=285/0-5-8 (min. 0-1-8), 3=285/Mechanical Max Horz4=-299(LC 6) Max Uplift4=-290(LC 6), 3=-290(LC 7) Max Grav4=479(LC 18), 3=460(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-349/323, 2-3=-230/273 BOT CHORD 4-5=-268/238, 3-5=-268/238 WEBS 1-3=-307/307 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint 4 and 290 lb uplift at joint 3. 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 228495 Truss A15 Truss Type Flat Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:15 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-_cCgBfGIBEIs8AXK3_hHT3ztp4E_2FriClnxnuyGwFs Scale = 1:66.9 W1 T1 W1 B1 W2 W3W2 1 2 3 6 5 4 2x4 3x6 2x4 3x6 3x4 3x4 2-10-10 2-10-10 5-9-4 2-10-10 2-10-10 2-10-10 5-9-4 2-10-10 11-3-9LOADING (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 0.38 0.04 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 105 lb FT = 15% 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: 2x6 DF SS BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-6, 3-4, 2-4, 2-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=276/0-5-8 (min. 0-1-8), 4=276/Mechanical Max Horz6=-334(LC 8) Max Uplift6=-367(LC 6), 4=-367(LC 7) Max Grav6=456(LC 18), 4=456(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-436/379, 1-2=-228/258 BOT CHORD 5-6=-300/266 WEBS 2-4=-393/373, 2-5=-311/394, 1-5=-364/385 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367 lb uplift at joint 6 and 367 lb uplift at joint 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. 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 228495 Truss B1 Truss Type Common Supported Gable Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:17 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-x?JRcKIYjrYaNUhiBPjlYU3G2uvqWJu_g3G2rnyGwFq Scale = 1:66.5 T2 T3 B1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 38 39 5x6 3x6 5x6 3x4 5x6 3x4 25-0-0 25-0-0 -1-6-0 1-6-0 12-6-0 12-6-0 25-0-0 12-6-0 26-6-0 1-6-0 0-4-1310-9-130-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-3-0,0-1-8], [11:0-3-0,Edge], [18:0-3-0,0-1-8], [20:0-2-1,0-1-8], [27:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.08 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.01 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 209 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST8,ST7,ST6: 2x4 DF No.2 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. WEBS 1 Row at midpt 10-30, 9-31, 12-29, 13-28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 25-0-0. (lb) - Max Horz2=-244(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20 Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23, 22 except 2=301(LC 1), 20=305(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-37=-110/297, 36-37=-110/297, 35-36=-110/297, 34-35=-110/297, 33-34=-110/297, 32-33=-110/297, 31-32=-110/297, 30-31=-112/299, 29-30=-112/299, 28-29=-112/299, 27-28=-112/299, 26-27=-113/300, 25-26=-113/300, 24-25=-113/300, 23-24=-113/300, 22-23=-109/294, 20-22=-109/294 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) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 9-6-0, Corner(3R) 9-6-0 to 15-6-0, Exterior(2N) 15-6-0 to 23-6-0, Corner(3E) 23-6-0 to 26-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20. 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 228495 Truss B2 Truss Type Common Qty 2 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:18 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-PBtpqgJAU9gR?eGvl6E_5hbNMI82FjX8uj?bODyGwFp Scale = 1:62.0 T2 T3 B1 W2 W1 W2 W1 T1 T4 B2 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 19 20 3x6 4x5 3x6 3x4 3x6 3x4 1.5x4 3x4 1.5x4 3x4 8-5-5 8-5-5 16-6-11 8-1-6 25-0-0 8-5-5 -1-6-0 1-6-0 6-4-15 6-4-15 12-6-0 6-1-1 18-7-1 6-1-1 25-0-0 6-4-15 26-6-0 1-6-0 0-4-1310-9-130-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.53 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.22 0.03 0.04 (loc) 8-10 8-10 8 2-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-2 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=1421/0-5-8 (min. 0-1-9), 8=1421/0-5-8 (min. 0-1-8) Max Horz2=-244(LC 8) Max Uplift2=-68(LC 10), 8=-68(LC 11) Max Grav2=1478(LC 18), 8=1478(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1681/226, 3-13=-1556/323, 4-13=-1407/325, 4-5=-1394/339, 5-14=-1407/339, 6-14=-1423/323, 6-7=-1556/320, 7-8=-1681/226 BOT CHORD 2-15=-63/1336, 15-16=-63/1336, 12-16=-63/1336, 12-17=0/875, 11-17=0/875, 11-18=0/875, 10-18=0/875, 10-19=-11/1222, 19-20=-11/1222, 8-20=-11/1222 WEBS 5-10=-136/839, 7-10=-436/243, 5-12=-136/839, 3-12=-436/243 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 23-6-0, Exterior(2E) 23-6-0 to 26-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss B3 Truss Type Common Qty 9 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:19 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-tNRB10JoFSoIdor5IqlDdv8XgiUr_A9H7Nl8wfyGwFo Scale = 1:62.0 T2 T3 B1 W2 W1 W2 W1 T1 T4 B2 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 16 17 18 19 3x6 4x5 3x6 3x4 3x6 3x4 1.5x4 3x4 1.5x4 3x4 8-5-5 8-5-5 16-6-11 8-1-6 25-0-0 8-5-5 -1-6-0 1-6-0 6-4-15 6-4-15 12-6-0 6-1-1 18-7-1 6-1-1 25-0-0 6-4-15 0-4-1310-9-130-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [8:0-2-1,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.56 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.03 0.05 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-5 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=1427/0-5-8 (min. 0-1-9), 8=1271/0-5-8 (min. 0-1-8) Max Horz2=236(LC 9) Max Uplift2=-69(LC 10), 8=-42(LC 11) Max Grav2=1481(LC 18), 8=1349(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1685/232, 3-12=-1561/329, 4-12=-1411/331, 4-5=-1399/345, 5-13=-1425/357, 6-13=-1442/341, 6-7=-1576/327, 7-8=-1681/241 BOT CHORD 2-14=-78/1327, 14-15=-78/1327, 11-15=-78/1327, 11-16=0/867, 10-16=0/867, 10-17=0/867, 9-17=0/867, 9-18=-89/1222, 18-19=-89/1222, 8-19=-89/1222 WEBS 5-9=-156/862, 7-9=-447/253, 5-11=-133/837, 3-11=-436/243 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9-6-0, Exterior(2R) 9-6-0 to 15-6-0, Interior(1) 15-6-0 to 21-9-4, Exterior(2E) 21-9-4 to 24-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss B4 Truss Type COMMON GIRDER Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:21 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-pmZySiL3n42?s5_UQFnhjKDrDVD5Sy0aagEF_YyGwFm Scale = 1:65.6 T2 T3 B1 W3 W2 W1W2W1 T1 T4 B2 1 2 3 4 5 6 7 8 12 11 10 913 14 15 16 17 18 19 20 21 3x6 4x5 3x6 3x6 4x6 3x8 3x5 2x4 3x5 2x4 3x6 6-4-15 6-4-15 12-6-0 6-1-1 18-7-1 6-1-1 25-0-0 6-4-15 -1-6-0 1-6-0 6-4-15 6-4-15 12-6-0 6-1-1 18-7-1 6-1-1 25-0-0 6-4-15 0-4-1310-9-130-4-1310.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [8:0-1-9,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.31 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.08 0.02 0.04 (loc) 9-11 11-12 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1761/0-5-8 (min. 0-1-14), 8=1162/0-5-8 (min. 0-1-8) Max Horz2=235(LC 7) Max Uplift2=-573(LC 8), 8=-693(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2028/777, 3-4=-1299/653, 4-5=-1097/668, 5-6=-1118/666, 6-7=-1299/647, 7-8=-1561/1055 BOT CHORD 2-13=-604/1417, 13-14=-604/1417, 14-15=-604/1417, 12-15=-604/1417, 12-16=-604/1417, 16-17=-604/1417, 17-18=-604/1417, 11-18=-604/1417, 11-19=-740/1062, 10-19=-740/1062, 10-20=-740/1062, 9-20=-740/1062, 9-21=-740/1062, 8-21=-740/1062 WEBS 5-11=-738/974, 7-11=-396/615, 7-9=-1190/0, 3-11=-742/328, 3-12=-284/433 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=573, 8=693. 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) 146 lb down and 63 lb up at 2-0-0, 74 lb down and 152 lb up at 4-0-0, 74 lb down and 152 lb up at 6-0-0, 74 lb down and 152 lb up at 8-0-0, 74 lb down and 152 lb up at 10-0-0, 74 lb down and 152 lb up at 12-0-0, 74 lb down and 152 lb up at 14-0-0, 26 lb down and 341 lb up at 16-0-0, and 440 lb up at 18-0-0, and 744 lb up at 19-1-3 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 228495 Truss B4 Truss Type COMMON GIRDER Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:21 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-pmZySiL3n42?s5_UQFnhjKDrDVD5Sy0aagEF_YyGwFm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-84, 5-8=-84, 2-8=-20 Concentrated Loads (lb) Vert: 10=-26(B) 13=-146(B) 14=-74(B) 15=-74(B) 16=-74(B) 17=-74(B) 18=-74(B) 19=-74(B) 20=141(B) 21=252(B) Job 228495 Truss C1 Truss Type Roof Special Girder Qty 1 Ply 2 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:27 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ewwDilQqMwo9a0SdmVu5ybTmMwCnsgHTzchZCCyGwFg Scale = 1:69.4 T1 T2 T3 T4 T5 B1 W1 W2 W3 W4 W3 W5 W6 W7 W8 W9 W8 W7 W10 B3B2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 5x6 5x6 4x5 4x12 MT20HS 3x5 2x4 4x5 4x8 5x6 12x20 MT20HS 4x5 3x4 4x5 2x4 4x5 3x10 6x8 4x5 4-6-2 4-6-2 8-6-10 4-0-9 14-5-6 5-10-11 17-3-10 2-10-5 22-7-10 5-4-0 27-11-10 5-4-0 33-3-10 5-4-0 39-0-0 5-8-6 -2-0-0 2-0-0 4-6-2 4-6-2 8-6-10 4-0-9 14-5-6 5-10-11 17-3-10 2-10-5 22-7-10 5-4-0 27-11-10 5-4-0 33-3-10 5-4-0 39-0-0 5-8-6 41-0-0 2-0-0 0-4-53-6-45-4-30-4-55-4-37.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [5:0-3-0,0-1-12], [6:0-9-0,0-1-12] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.55 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.62 0.11 0.19 (loc) 15-16 15-16 10 15-16 l/defl >999 >740 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 444 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* W4: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except 2-0-0 oc purlins (3-3-3 max.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=3559/0-5-8 (min. 0-1-15), 10=3053/0-5-8 (min. 0-1-10) Max Horz2=-129(LC 8) Max Uplift2=-381(LC 10), 10=-400(LC 11) Max Grav2=3608(LC 36), 10=3089(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5944/677, 3-4=-5913/800, 4-5=-6930/935, 5-22=-8200/1086, 6-22=-8242/1075, 6-7=-10660/1285, 7-23=-10633/1268, 23-24=-10633/1268, 24-25=-10633/1268, 25-26=-10633/1268, 26-27=-10633/1268, 8-27=-10633/1268, 8-28=-4592/624, 28-29=-4587/624, 9-29=-4586/623, 9-10=-5488/697 BOT CHORD 2-30=-609/5034, 30-31=-609/5034, 20-31=-609/5034, 20-32=-609/5034, 32-33=-609/5034, 19-33=-609/5034, 19-34=-671/5073, 34-35=-671/5073, 18-35=-671/5073, 18-36=-1166/10646, 17-36=-1166/10646, 16-17=-1166/10646, 16-37=-1152/10633, 37-38=-1152/10633, 15-38=-1152/10633, 15-39=-983/8453, 14-39=-983/8453, 14-40=-983/8453, 13-40=-983/8453, 13-41=-983/8453, 41-42=-983/8453, 12-42=-983/8453, 12-43=-514/4694, 43-44=-514/4694, 10-44=-514/4694 WEBS 3-19=-508/110, 4-19=-79/1048, 4-18=-301/2403, 5-18=-398/3654, 6-18=-5597/589, 6-16=-389/268, 7-16=-385/507, 7-15=-880/219, 8-15=-208/2531, 8-13=0/279, 8-12=-4457/582, 9-12=-178/2378 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) The Fabrication Tolerance at joint 6 = 11% 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job 228495 Truss C1 Truss Type Roof Special Girder Qty 1 Ply 2 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:27 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ewwDilQqMwo9a0SdmVu5ybTmMwCnsgHTzchZCCyGwFg NOTES- 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=381, 10=400. 13) 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. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 256 lb down and 153 lb up at 8-6-10, 256 lb down and 153 lb up at 14-5-6 , 95 lb down and 74 lb up at 23-0-12, 95 lb down and 74 lb up at 25-2-14, 95 lb down and 74 lb up at 27-2-14, 95 lb down and 74 lb up at 29-2-14, and 95 lb down and 74 lb up at 31-2-14, and 90 lb down and 78 lb up at 33-3-10 on top chord, and 77 lb down at 2-0-0, 73 lb down at 4-0-0, 73 lb down at 6-0-0, 73 lb down at 8-0-0, 269 lb down and 84 lb up at 8-7-6, 269 lb down and 84 lb up at 10-7-6, 269 lb down and 84 lb up at 12-4-10, 269 lb down and 84 lb up at 14-4-10, 73 lb down at 15-0-0, 73 lb down at 17-0-0, 73 lb down at 19-0-0, 77 lb down at 21-0-0, 197 lb down at 23-0-12, 33 lb down at 25-2-14, 33 lb down at 27-2-14, 33 lb down at 29-2-14, 33 lb down at 31-2-14, 33 lb down at 33-2-14, and 33 lb down at 35-0-0, and 37 lb down at 37-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-5=-84, 5-6=-84, 6-9=-84, 9-11=-84, 2-10=-20 Concentrated Loads (lb) Vert: 5=-169(B) 9=-35(B) 19=-269(B) 18=-269(B) 4=-169(B) 16=-36(B) 12=-16(B) 14=-16(B) 23=-35(B) 25=-35(B) 27=-35(B) 28=-35(B) 29=-35(B) 30=-38(B) 31=-36(B) 32=-36(B) 33=-36(B) 34=-269(B) 35=-269(B) 36=-36(B) 37=-36(B) 38=-38(B) 39=-197(B) 40=-16(B) 41=-16(B) 42=-16(B) 43=-16(B) 44=-18(B) Job 228495 Truss C2 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:29 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-aJ2z7RR4uX2tqKb0uwxZ10YA1kqpKbolQwAgG4yGwFe Scale = 1:69.4 T1 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 W6 W5 W7 W8 B3B2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 2223 24 25 26 27 5x12 5x6 5x6 4x5 4x6 3x4 1.5x4 6x8 3x4 3x4 3x4 3x8 1.5x4 3x10 MT20HS 4x5 7-5-7 7-5-7 14-5-6 6-11-14 22-5-6 8-0-0 30-5-6 8-0-0 39-0-0 8-6-10 -2-0-0 2-0-0 5-11-13 5-11-13 11-6-0 5-6-3 14-5-6 2-11-6 19-9-6 5-4-0 25-1-6 5-4-0 30-5-6 5-4-0 34-5-14 4-0-9 39-0-0 4-6-2 41-0-0 2-0-0 0-4-55-2-47-0-130-4-55-2-47.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [5:0-3-0,Edge], [10:0-0-9,Edge], [15:0-2-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.77 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.58 0.16 0.12 (loc) 14-15 14-15 10 14-15 l/defl >999 >804 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 197 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr *Except* T2: 2x6 DF SS BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-9 oc purlins, except 2-0-0 oc purlins (2-7-4 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2191/0-5-8 (min. 0-2-7), 10=2191/0-5-8 (min. 0-2-6) Max Horz2=165(LC 11) Max Uplift2=-80(LC 12), 10=-163(LC 13) Max Grav2=2288(LC 37), 10=2225(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3579/400, 3-18=-3353/423, 3-19=-3377/445, 19-20=-3295/450, 4-20=-3216/466, 4-5=-4406/634, 5-21=-3759/527, 6-21=-3760/527, 6-22=-4208/546, 22-23=-4208/546, 7-23=-4208/546, 7-24=-2790/414, 8-24=-2785/414, 8-9=-3260/435, 9-10=-3442/466 BOT CHORD 2-17=-231/2952, 17-26=-129/2478, 16-26=-129/2478, 16-27=-129/2478, 15-27=-129/2478, 14-15=-359/4312, 13-14=-325/4013, 12-13=-325/4013, 10-12=-274/2835 WEBS 3-17=-622/165, 4-17=-68/830, 4-15=-401/3488, 5-15=-2719/402, 6-15=-816/94, 6-14=-308/90, 7-14=0/557, 7-12=-1646/192, 8-12=-76/1287, 9-12=-423/106 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) -2-0-0 to 1-10-13, Interior(1) 1-10-13 to 7-7-3, Exterior(2R) 7-7-3 to 11-6-0, Exterior(2E) 11-6-0 to 14-5-6 , Interior(1) 14-5-6 to 26-6-9, Exterior(2R) 26-6-9 to 34-7-9, Interior(1) 34-7-9 to 37-1-3, Exterior(2E) 37-1-3 to 41-0-0 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 10=163. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 228495 Truss C3 Truss Type Hip Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:30 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-2VcLLnSifrBkRUACSeSoaD5ON7BC34xvfavEpXyGwFd Scale = 1:70.5 T1 T2 T1 B1 W1 W2 W3 W4 W5 W5 W4 W3 W2 W1 T3 B1B2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 5x6 3x6 4x5 3x10 MT20HS 3x5 1.5x4 3x8 3x4 3x4 3x4 3x8 3x5 1.5x4 5x6 3x10 MT20HS 4x5 5-11-4 5-11-4 11-4-15 5-5-11 19-6-0 8-1-1 27-7-1 8-1-1 33-0-12 5-5-11 39-0-0 5-11-4 -2-0-0 2-0-0 5-11-4 5-11-4 11-4-15 5-5-11 16-9-10 5-4-11 22-2-6 5-4-11 27-7-1 5-4-11 33-0-12 5-5-11 39-0-0 5-11-4 41-0-0 2-0-0 0-4-56-10-47-0-30-4-56-10-47.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [10:0-0-9,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.76 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.44 0.14 0.07 (loc) 15-17 15-17 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 201 lb FT = 15% 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: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins, except 2-0-0 oc purlins (3-4-9 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2191/0-5-8 (min. 0-2-6), 10=2191/0-5-8 (min. 0-2-6) Max Horz2=-162(LC 10) Max Uplift2=-79(LC 12), 10=-79(LC 13) Max Grav2=2233(LC 19), 10=2235(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-3473/358, 19-20=-3399/359, 3-20=-3354/381, 3-4=-2974/406, 4-5=-2513/399, 5-6=-3240/434, 6-21=-3240/434, 7-21=-3240/434, 7-8=-2513/399, 8-9=-2978/406, 9-22=-3357/381, 22-23=-3403/359, 10-23=-3476/358 BOT CHORD 2-18=-206/2858, 17-18=-206/2858, 17-24=-191/3205, 16-24=-191/3205, 16-25=-191/3205, 15-25=-191/3205, 15-26=-191/3205, 14-26=-191/3205, 14-27=-191/3205, 13-27=-191/3205, 12-13=-206/2860, 10-12=-206/2860 WEBS 3-17=-778/113, 4-17=-39/1159, 5-17=-1093/144, 5-15=-64/320, 7-15=-64/320, 7-13=-1093/144, 8-13=-39/1159, 9-13=-778/113 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) -2-0-0 to 1-10-13, Interior(1) 1-10-13 to 5-10-12, Exterior(2R) 5-10-12 to 16-9-10, Interior(1) 16-9-10 to 22-0-14, Exterior(2R) 22-0-14 to 33-0-12, Interior(1) 33-0-12 to 37-1-3, Exterior(2E) 37-1-3 to 41-0-0 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 228495 Truss C4 Truss Type Hip Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:32 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-_uj6mTTyBSRShoKbZ3UGfeAeZxvuXt1C6uOKtPyGwFb Scale = 1:70.5 T2 T3 T4 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 T1 T5 B1B2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 4x8 5x6 5x6 4x6 4x5 3x6 3x5 1.5x4 3x8 1.5x4 3x8 3x8 3x5 1.5x4 3x6 4x5 7-4-6 7-4-6 14-3-4 6-10-13 19-6-0 5-2-12 24-8-12 5-2-12 31-7-10 6-10-13 39-0-0 7-4-6 -2-0-0 2-0-0 7-4-6 7-4-6 14-3-4 6-10-13 19-6-0 5-2-12 24-8-12 5-2-12 31-7-10 6-10-13 39-0-0 7-4-6 41-0-0 2-0-0 0-4-58-6-48-8-30-4-58-6-47.00 12 Plate Offsets (X,Y)-- [2:0-0-9,Edge], [10:0-0-9,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.62 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.14 0.06 (loc) 13-15 13-15 10 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-1-13 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2191/0-5-8 (min. 0-2-8), 10=2191/0-5-8 (min. 0-2-8) Max Horz2=197(LC 11) Max Uplift2=-96(LC 12), 10=-96(LC 13) Max Grav2=2331(LC 33), 10=2331(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-3626/363, 19-20=-3481/375, 20-21=-3446/378, 3-21=-3304/391, 3-22=-2754/402, 4-22=-2564/414, 4-5=-2535/428, 5-23=-2198/427, 6-23=-2202/427, 6-24=-2204/427, 7-24=-2200/427, 7-8=-2547/427, 8-25=-2593/411, 9-25=-2755/402, 9-26=-3305/391, 26-27=-3447/378, 27-28=-3482/375, 10-28=-3627/363 BOT CHORD 2-18=-205/3033, 17-18=-205/3033, 16-17=-157/2423, 16-29=-157/2423, 15-29=-157/2423, 15-30=-157/2423, 14-30=-157/2423, 13-14=-157/2423, 12-13=-205/2975, 10-12=-205/2975 WEBS 3-18=0/303, 3-17=-986/139, 5-17=-35/933, 6-17=-629/125, 6-15=0/293, 6-13=-626/125, 7-13=-35/931, 9-13=-986/140, 9-12=0/303 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) -2-0-0 to 1-10-13, Interior(1) 1-10-13 to 8-9-1, Exterior(2R) 8-9-1 to 30-2-15, Interior(1) 30-2-15 to 37-1-3 , Exterior(2E) 37-1-3 to 41-0-0 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10. 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 228495 Truss C5 Truss Type Hip Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:34 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-xGrsA9VDj3h9w5U_hTWkk3G0VldP?tTVaCtRyIyGwFZ Scale = 1:60.9 T1 T2 T3 B1 W3 W4 W5 W6 W5 W7 W8W1 W2 W10 W9 T4 B2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 6x8 5x6 3x6 2x4 3x6 3x5 3x6 3x4 3x8 3x5 4x5 4x6 3x4 4x5 5-7-15 5-7-15 11-0-7 5-4-7 15-11-9 4-11-2 22-10-1 6-10-7 30-0-0 7-1-15 5-7-15 5-7-15 11-0-7 5-4-7 15-11-9 4-11-2 22-10-1 6-10-7 30-0-0 7-1-15 3-10-510-1-1010-3-92-1-510-1-107.00 12 Plate Offsets (X,Y)-- [3:0-4-10,Edge], [7:Edge,0-1-12], [8:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.42 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.03 0.02 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4,W5,W6,W7: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-2-9 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 3-12, 3-10, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1545/0-5-8 (min. 0-2-0), 8=1545/0-5-8 (min. 0-1-15) Max Horz14=-245(LC 8) Max Uplift14=-47(LC 12), 8=-59(LC 13) Max Grav14=1848(LC 32), 8=1792(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1592/204, 15-16=-1471/207, 16-17=-1458/209, 2-17=-1326/222, 2-18=-1614/275, 18-19=-1491/281, 3-19=-1418/296, 3-4=-1335/307, 4-20=-1543/292, 20-21=-1571/278, 5-21=-1788/266, 5-22=-1874/233, 22-23=-1984/221, 23-24=-2041/216, 6-24=-2041/214, 6-7=-2168/213, 1-14=-1795/205, 7-8=-1724/194 BOT CHORD 13-25=-93/1360, 12-25=-93/1360, 11-12=-37/1283, 10-11=-37/1283, 10-26=-73/1763, 9-26=-73/1763 WEBS 2-13=-702/118, 3-12=-100/308, 3-10=-98/420, 4-10=0/423, 5-10=-620/132, 5-9=-302/129, 1-13=-90/1479, 7-9=-95/1715 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 6-9-8, Exterior(2R) 6-9-8 to 20-2-8, Interior(1) 20-2-8 to 26-10-4, Exterior(2E) 26-10-4 to 29-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 8. 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 228495 Truss C6 Truss Type Roof Special Qty 3 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:35 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-PSPEOUWrUNp0YF3AEB2zHHoF88y1kHWeosd?UkyGwFY Scale = 1:70.3 W1 T1 T2 B1 B2 B3 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W12 W11 T3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 1.5x4 3x6 4x5 3x6 5x8 1.5x4 3x6 3x5 7x8 5x8 4x10 3x5 3x5 3x6 4x6 4-11-10 4-11-10 9-7-12 4-8-2 13-6-0 3-10-4 18-10-0 5-4-0 24-3-4 5-5-4 30-0-0 5-8-12 4-11-10 4-11-10 9-7-12 4-8-2 13-6-0 3-10-4 18-10-0 5-4-0 24-3-4 5-5-4 30-0-0 5-8-12 3-10-511-8-132-1-55-4-57.00 12 7.00 12 Plate Offsets (X,Y)-- [11:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.46 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 0.28 0.06 (loc) 13 13 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W6,W7,W8,W9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1545/0-5-8 (min. 0-1-10), 9=1545/0-5-8 (min. 0-1-11) Max Horz15=-280(LC 10) Max Uplift15=-57(LC 12), 9=-66(LC 13) Max Grav15=1545(LC 1), 9=1563(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1513/190, 1-2=-2065/248, 2-16=-3175/286, 3-16=-3063/304, 3-17=-1687/303, 4-17=-1611/318, 4-18=-1611/306, 5-18=-1736/293, 5-19=-1441/312, 6-19=-1676/310, 6-7=-1652/252, 7-8=-1767/239, 8-9=-1509/218 BOT CHORD 14-15=-296/317, 13-14=-196/1993, 12-13=-77/3067, 11-12=-65/1593, 10-11=-97/1432 WEBS 1-14=-99/1722, 2-14=-1211/140, 2-13=0/962, 3-13=-103/2373, 3-12=-2484/163, 4-12=-176/1241, 5-12=-130/298, 5-11=-621/47, 6-10=-343/115, 8-10=-119/1429 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 10-6-0, Exterior(2R) 10-6-0 to 16-6-0, Interior(1) 16-6-0 to 26-10-4, Exterior(2E) 26-10-4 to 29-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 15 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) 15, 9. 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 228495 Truss C7 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:37 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-LrX?pAX50_3knZDYMc4RMiuaeyeVCB?xGA65YdyGwFW Scale = 1:70.3 W1 T1 T2 B1 B2 B3 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W12 W11 T3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 1.5x4 3x6 4x5 3x6 5x8 1.5x4 3x6 3x5 7x8 5x8 4x10 3x5 3x5 3x6 4x6 4-11-10 4-11-10 9-7-12 4-8-2 13-6-0 3-10-4 18-10-0 5-4-0 24-3-4 5-5-4 30-0-0 5-8-12 4-11-10 4-11-10 9-7-12 4-8-2 13-6-0 3-10-4 18-10-0 5-4-0 24-3-4 5-5-4 30-0-0 5-8-12 3-10-511-8-132-1-55-4-57.00 12 7.00 12 Plate Offsets (X,Y)-- [11:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.46 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 0.28 0.06 (loc) 13 13 9 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W6,W7,W8,W9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-12, 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1545/0-5-8 (min. 0-1-10), 9=1545/0-5-8 (min. 0-1-11) Max Horz15=-280(LC 10) Max Uplift15=-57(LC 12), 9=-66(LC 13) Max Grav15=1545(LC 1), 9=1563(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1513/190, 1-2=-2065/248, 2-16=-3175/286, 3-16=-3063/304, 3-17=-1687/303, 4-17=-1611/318, 4-18=-1611/306, 5-18=-1736/293, 5-19=-1441/312, 6-19=-1676/310, 6-7=-1652/252, 7-8=-1767/239, 8-9=-1509/218 BOT CHORD 14-15=-296/317, 13-14=-196/1993, 12-13=-77/3067, 11-12=-65/1593, 10-11=-97/1432 WEBS 1-14=-99/1722, 2-14=-1211/140, 2-13=0/962, 3-13=-103/2373, 3-12=-2484/163, 4-12=-176/1241, 5-12=-130/298, 5-11=-621/47, 6-10=-343/115, 8-10=-119/1429 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 10-6-0, Exterior(2R) 10-6-0 to 16-6-0, Interior(1) 16-6-0 to 26-10-4, Exterior(2E) 26-10-4 to 29-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 15 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) 15, 9. 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 228495 Truss C8 Truss Type Roof Special Qty 5 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:38 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-p14N0WYjnIBbPjnlwJbgvvQlEM0Txk14Vqrf53yGwFV Scale = 1:71.0 W1 T1 T2 B1 B2 B3 W2 W1 W3 W4 W5 W6 W7 W8 W9 W10 W11 T3 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 1.5x4 3x5 4x5 3x6 5x8 3x5 3x5 3x5 5x8 3x5 4x8 3x5 1.5x4 1.5x4 3x8 4-11-10 4-11-10 9-7-12 4-8-2 13-6-0 3-10-4 18-10-0 5-4-0 18-11-12 0-1-12 22-9-4 3-9-8 27-7-13 4-10-9 33-0-0 5-4-3 4-11-10 4-11-10 9-7-12 4-8-2 13-6-0 3-10-4 18-10-0 5-4-0 25-8-3 6-10-3 33-0-0 7-3-13 3-10-511-8-130-4-55-4-57.00 12 7.00 12 Plate Offsets (X,Y)-- [8:0-1-13,0-1-8], [11:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.35 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.09 0.02 (loc) 13 13-14 11 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W6,W7,W8,W9: 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 3-12, 4-12, 5-11 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) 11=0-3-8, 10=0-3-8. (lb) - Max Horz15=-284(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 15, 11, 10 except 8=-110(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 15=751(LC 18), 11=2138(LC 1), 8=349(LC 19), 10=404(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-719/111, 1-2=-896/132, 2-16=-883/59, 3-16=-771/77, 5-18=-279/138, 5-19=-27/860, 6-19=-41/853, 6-7=-56/753, 7-8=-310/436 BOT CHORD 14-15=-272/321, 13-14=-214/852, 12-13=-137/781, 11-12=-856/174, 10-11=-372/64, 9-10=-378/88, 8-9=-312/144 WEBS 1-14=-13/695, 2-14=-425/79, 3-13=-134/866, 3-12=-1244/189, 4-12=-355/14, 5-12=-46/976, 5-11=-1481/136, 7-11=-379/81, 7-10=-413/143, 7-9=0/257 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 3-5-6, Interior(1) 3-5-6 to 10-2-6, Exterior(2R) 10-2-6 to 16-9-10, Interior(1) 16-9-10 to 29-5-10, Exterior(2E) 29-5-10 to 32-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 15 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) 15, 11, 10 except (jt=lb) 8=110. 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 228495 Truss C9 Truss Type COMMON Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:40 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-mQC7RCazIvRJe0x71kd8_KW1P9gEPVfNy8Kl9yyGwFT Scale = 1:71.1 T1 T2 B1 W2 W3 W4 W5 W6 W7 W8 W9 BL1 W1 HW2 T3 B2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 22 3x6 4x5 3x6 3x6 3x5 3x5 3x10 1.5x4 3x4 4x8 3x4 4x6 3x4 3x4 3x8 3x6 3x10 6-10-12 6-10-12 13-6-0 6-7-4 18-11-12 5-5-12 22-9-4 3-9-8 27-7-13 4-10-9 33-0-0 5-4-3 6-10-12 6-10-12 13-6-0 6-7-4 19-10-2 6-4-2 26-2-5 6-4-2 33-0-0 6-9-11 3-10-511-8-130-4-57.00 12 Plate Offsets (X,Y)-- [1:0-4-4,Edge], [7:0-3-12,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.40 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.03 0.01 (loc) 13-14 13-14 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 205 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W8,W9: 2x4 DF Stud OTHERS 2x6 DF SS SLIDER Right 2x4 DF Stud 4-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-5 oc bracing. WEBS 1 Row at midpt 2-13, 3-13, 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 7=0-5-8, 15=0-5-8. (lb) - Max Horz15=-926(LC 33) Max Uplift All uplift 100 lb or less at joint(s) except 11=-110(LC 42), 9=-677(LC 44), 7=-729(LC 44), 15=-1117(LC 41) Max Grav All reactions 250 lb or less at joint(s) except 11=992(LC 57), 9=1604(LC 59), 7=974(LC 59), 15=1868(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1735/1133, 2-16=-1197/841, 16-17=-920/571, 3-17=-723/484, 3-18=-662/394, 18-19=-992/681, 4-19=-1046/730, 4-5=-223/399, 5-6=-650/725, 6-7=-1512/1343, 1-15=-1764/1150 BOT CHORD 15-20=-1847/2064, 14-20=-2004/2064, 14-21=-960/1437, 13-21=-960/1437, 12-13=-339/367, 11-12=-339/367, 10-11=-326/371, 9-10=-326/371, 8-22=0/309, 7-22=-1107/1258 WEBS 2-14=-493/606, 2-13=-852/581, 4-13=-503/1106, 4-11=-808/167, 4-9=-1092/674, 6-9=-632/168, 6-8=0/279, 1-14=-1069/1571 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-2-12 to 3-6-6, Interior(1) 3-6-6 to 10-2-6, Exterior(2R) 10-2-6 to 16-9-10, Interior(1) 16-9-10 to 29-5-10, Exterior(2E) 29-5-10 to 32-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 15 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 110 lb uplift at joint 11, 677 lb uplift at joint 9, 729 lb uplift at joint 7 and 1117 lb uplift at joint 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a total drag load of 3000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, 32-0-0 to 33-0-0 for 1500.0 plf. LOAD CASE(S) Standard Job 228495 Truss C10 Truss Type Roof Special Qty 5 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:41 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-EcmVeYac3DZAGAWKbR8NWY2BuZzO8?eWBo4JiOyGwFS Scale = 1:82.6 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 T1 B3B212 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 3x7 5x12 5x6 3x6 3x5 3x6 3x4 4x6 3x8 3x4 3x5 3x8 3x4 3x4 5x6 3x5 4x6 3x5 6-2-12 6-2-12 13-10-9 7-7-13 19-8-4 5-9-12 25-6-0 5-9-12 34-1-10 8-7-10 43-0-0 8-10-6 45-0-0 2-0-0 -1-6-0 1-6-0 7-4-2 7-4-2 13-10-9 6-6-6 19-8-4 5-9-12 25-6-0 5-9-12 31-10-2 6-4-2 38-2-5 6-4-2 45-0-0 6-9-11 47-0-0 2-0-0 0-3-154-11-711-8-130-4-54.00 12 7.00 12 Plate Offsets (X,Y)-- [11:0-5-12,0-0-10], [19:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.59 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.36 0.06 0.06 (loc) 14-16 14-16 13 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 242 lb FT = 15% 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,W10,W11: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-20,11-13. WEBS 1 Row at midpt 6-16, 8-16, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=106/0-3-8 (min. 0-1-8), 20=2611/0-5-8 (min. 0-2-13), 13=2254/0-5-8 (min. 0-2-7) Max Horz2=259(LC 11) Max Uplift2=-136(LC 8), 20=-147(LC 12), 13=-128(LC 13) Max Grav2=347(LC 33), 20=2622(LC 2), 13=2296(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-157/1030, 3-21=-148/1124, 3-4=-2414/503, 4-5=-2331/518, 5-22=-2323/555, 6-22=-2128/557, 6-23=-1862/519, 7-23=-1758/541, 7-24=-1729/536, 8-24=-1847/511, 8-25=-2198/477, 9-25=-2287/474, 9-10=-2393/452, 10-26=-663/719, 11-26=-677/461 BOT CHORD 2-20=-1003/291, 19-20=-127/324, 18-19=-228/2252, 17-18=-228/2252, 17-27=-127/2016, 16-27=-127/2016, 15-16=-96/1886, 15-28=-96/1886, 14-28=-96/1886, 13-14=-105/1856, 11-13=-501/755 WEBS 3-20=-2675/597, 3-19=-284/2210, 5-19=-595/189, 5-17=-436/129, 6-17=-23/454, 6-16=-930/285, 7-16=-310/1379, 8-16=-817/214, 8-14=0/318, 10-13=-3049/1128 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) -1-6-0 to 3-0-0, Interior(1) 3-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 30-0-0, Interior(1) 30-0-0 to 42-6-0, Exterior(2E) 42-6-0 to 47-0-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 136 lb uplift at joint 2, 147 lb uplift at joint 20 and 128 lb uplift at joint 13. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss C11 Truss Type Roof Special Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:42 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ipKusubEqWh1tK5W99gc3lbO?zJZtSggPSpsEqyGwFR Scale = 1:76.9 T1 T2 T3 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11W1 W2 W12 B3B2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 2x4 5x6 5x6 3x6 3x6 3x4 3x5 3x4 3x5 3x8 3x4 3x4 5x6 5x6 3x5 4x6 3x5 7-10-9 7-10-9 13-8-4 5-9-12 19-6-0 5-9-12 28-1-10 8-7-10 37-0-0 8-10-6 39-0-0 2-0-0 4-1-0 4-1-0 7-10-9 3-9-8 13-8-4 5-9-12 19-6-0 5-9-12 25-10-2 6-4-2 32-2-5 6-4-2 39-0-0 6-9-11 41-0-0 2-0-0 2-3-154-11-711-8-130-4-54.00 12 7.00 12 Plate Offsets (X,Y)-- [3:0-4-12,Edge], [9:0-2-7,0-1-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.60 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.37 0.10 0.06 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 226 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W6,W7,W8,W9,W10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-11. WEBS 1 Row at midpt 4-14, 6-14, 2-18, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=1895/0-5-8 (min. 0-2-0), 11=2314/0-5-8 (min. 0-2-7) Max Horz18=245(LC 11) Max Uplift18=-87(LC 12), 11=-123(LC 13) Max Grav18=1897(LC 2), 11=2351(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2744/586, 3-19=-2504/581, 4-19=-2309/582, 4-20=-1960/528, 5-20=-1856/551, 5-21=-1832/545, 21-22=-1931/528, 6-22=-1947/518, 6-7=-2304/484, 7-8=-2480/459, 8-23=-661/716, 9-23=-675/459 BOT CHORD 17-18=-258/1992, 16-17=-290/2666, 15-16=-155/2204, 15-24=-155/2204, 14-24=-155/2204, 13-14=-107/1973, 13-25=-107/1973, 12-25=-107/1973, 11-12=-114/1920, 9-11=-501/750 WEBS 2-17=-47/889, 3-17=-383/124, 3-16=-627/172, 4-16=-52/580, 4-14=-1062/308, 5-14=-323/1478, 6-14=-732/208, 6-12=0/310, 2-18=-2497/520, 8-11=-3103/1133 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 3-11-7, Interior(1) 3-11-7 to 15-7-3, Exterior(2R) 15-7-3 to 23-4-13, Interior(1) 23-4-13 to 37-1-3, Exterior(2E) 37-1-3 to 41-0-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 87 lb uplift at joint 18 and 123 lb uplift at joint 11. 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 228495 Truss D1 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:44 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-eBSeHZdUM8xl7eFvGai48Agsln6dLOyztlIzIjyGwFP Scale = 1:37.1 T1 T1 B1 B1 W3 W2W2 W1 W1 ST2 ST1 ST2 ST1 1 2 3 4 5 8 7 6 17 18 6x8 4x6 4x5 4x5 0-5-8 0-5-8 4-5-8 4-0-0 8-5-8 4-0-0 8-11-0 0-5-8 -1-6-0 1-6-0 4-5-8 4-5-8 8-11-0 4-5-8 10-5-0 1-6-0 1-10-00-7-05-6-91-10-00-7-03-4-010.00 12 10.00 12 Plate Offsets (X,Y)-- [6:0-2-8,0-1-11], [8:0-2-8,0-1-11] 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 0.23 0.18 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.09 -0.03 (loc) 7 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 15% 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.(lb/size) 8=584/0-3-8 (min. 0-1-8), 6=586/0-3-8 (min. 0-1-8) Max Horz8=-157(LC 8) Max Uplift8=-37(LC 10), 6=-37(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-139/286, 3-17=-64/304, 3-18=-63/301, 4-18=-137/282, 2-8=-333/409, 4-6=-331/407 BOT CHORD 7-8=-147/701, 6-7=-147/701 WEBS 3-7=-76/955, 3-6=-854/110, 3-8=-730/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 1-6-0, Exterior(2R) 1-6-0 to 7-5-0, Exterior(2E) 7-5-0 to 10-5-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 8, 6 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 37 lb uplift at joint 8 and 37 lb uplift at joint 6. 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 228495 Truss D2 Truss Type GABLE Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:45 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-6O00Uvd67R4cknq5qHDJhOD?4ALM4mB66P2Wr9yGwFO Scale = 1:61.2 T1 T1 B1 B1 W5 W3 W2 W3 W2 W1 W3 W2 W3 W2 W1 BL1 BL1 ST3 ST2 ST1 ST3 ST2 ST1W4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 29 30 4x8 7x10 3x5 6x8 5x10 3x5 6x8 5x10 3x4 3x4 4x5 4x5 0-5-8 0-5-8 3-8-9 3-3-1 7-1-11 3-5-1 10-6-12 3-5-1 13-11-13 3-5-1 17-4-15 3-5-1 20-8-0 3-3-1 21-1-8 0-5-8 -1-6-0 1-6-0 3-8-9 3-8-9 7-1-11 3-5-1 10-6-12 3-5-1 13-11-13 3-5-1 17-4-15 3-5-1 21-1-8 3-8-9 22-7-8 1-6-0 1-10-00-7-010-7-101-10-00-7-08-5-110.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [7:0-4-0,0-1-12], [10:0-2-8,0-1-11], [12:0-4-0,0-2-0], [14:0-4-0,0-2-0], [16:0-2-8,0-1-11] 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-SH 0.32 0.53 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.58 1.07 0.11 (loc) 13 13 10 13 l/defl >643 >430 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=1222/0-3-8 (min. 0-1-8), 10=1222/0-3-8 (min. 0-1-8) Max Horz16=264(LC 9) Max Uplift16=-54(LC 10), 10=-54(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/176, 3-4=-3587/119, 4-29=-4007/0, 5-29=-3910/1, 5-30=-3910/32, 6-30=-4007/17, 6-7=-3587/0, 2-16=-398/227, 8-10=-398/227 BOT CHORD 15-16=-312/2288, 14-15=-318/2337, 13-14=-254/3628, 12-13=0/3534, 11-12=0/2180, 10-11=0/2132 WEBS 5-13=-9/4734, 6-13=-310/544, 6-12=-470/48, 7-12=-9/1098, 7-10=-2630/0, 4-13=-145/544, 4-14=-470/15, 3-14=0/1098, 3-16=-2630/46 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) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-6-12, Exterior(2R) 7-6-12 to 13-6-12, Interior(1) 13-6-12 to 19-7-8, Exterior(2E) 19-7-8 to 22-7-8 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 16, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 16 and 54 lb uplift at joint 10. 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 228495 Truss D3 Truss Type Roof Special Qty 2 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:46 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-aaZOiFekulCSMxPHO?kYDblAqahbpDRGK3n4NbyGwFN Scale = 1:66.5 T1 T1 B1 B1 W6 W4 W3 W4 W3 W2 W4 W3 W4 W3 W2 W1 W1 W5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 19 20 4x8 7x10 3x5 3x5 5x10 1.5x4 3x5 3x5 5x10 1.5x4 3x4 3x4 1.5x4 1.5x4 4x5 4x5 0-5-8 0-5-8 3-8-9 3-3-1 7-1-11 3-5-1 10-6-12 3-5-1 13-11-13 3-5-1 17-4-15 3-5-1 20-8-0 3-3-1 21-1-8 0-5-8 -1-6-0 1-6-0 3-8-9 3-8-9 7-1-11 3-5-1 10-6-12 3-5-1 13-11-13 3-5-1 17-4-15 3-5-1 21-1-8 3-8-9 22-7-8 1-6-0 1-10-00-7-010-7-101-10-00-7-08-5-110.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [7:0-4-0,0-1-12], [10:0-2-8,0-1-11], [16:0-2-8,0-1-11] 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-SH 0.32 0.53 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.58 1.07 0.11 (loc) 13 13 10 13 l/defl >643 >430 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W6,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-10, 3-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=1222/0-3-8 (min. 0-1-8), 10=1222/0-3-8 (min. 0-1-8) Max Horz16=264(LC 9) Max Uplift16=-54(LC 10), 10=-54(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-251/176, 3-4=-3587/119, 4-19=-4007/0, 5-19=-3910/1, 5-20=-3910/32, 6-20=-4007/17, 6-7=-3587/0, 2-16=-398/227, 8-10=-398/227 BOT CHORD 15-16=-312/2288, 14-15=-318/2337, 13-14=-254/3628, 12-13=0/3534, 11-12=0/2180, 10-11=0/2132 WEBS 5-13=-9/4734, 6-13=-310/544, 6-12=-470/48, 7-12=-9/1098, 7-10=-2630/0, 4-13=-145/544, 4-14=-470/15, 3-14=0/1098, 3-16=-2630/46 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) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 7-6-12, Exterior(2R) 7-6-12 to 13-6-12, Interior(1) 13-6-12 to 19-7-8, Exterior(2E) 19-7-8 to 22-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 16, 10 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 54 lb uplift at joint 16 and 54 lb uplift at joint 10. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss D4 Truss Type ROOF SPECIAL Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:48 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-Xzh96xg?QMSAbFYgVQm0J0rW7ONuH7eYoNGBRUyGwFL Scale = 1:66.4 T1 T1 B1 B1 W6 W4 W3 W4 W3 W2 W4 W3 W4 W3 W2 W1 W1 W5 1 2 3 4 5 6 7 14 13 12 11 10 9 8 17 18 2x4 4x8 2x4 7x10 3x5 3x5 5x10 1.5x4 3x5 3x5 5x10 1.5x4 1.5x4 1.5x4 4x6 4x6 0-5-8 0-5-8 3-8-9 3-3-1 7-1-11 3-5-1 10-6-12 3-5-1 13-11-13 3-5-1 17-4-15 3-5-1 20-8-0 3-3-1 21-1-8 0-5-8 3-8-9 3-8-9 7-1-11 3-5-1 10-6-12 3-5-1 13-11-13 3-5-1 17-4-15 3-5-1 21-1-8 3-8-9 1-10-010-7-101-10-08-5-110.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-8], [6:0-4-0,0-1-8], [8:0-3-7,0-1-10], [14:0-3-7,0-1-10] 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 0.34 0.54 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.60 1.10 0.13 (loc) 11 11 8 11 l/defl >624 >420 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 138 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W6,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1083/0-3-8 (min. 0-1-8), 8=1083/0-3-8 (min. 0-1-8) Max Horz14=-235(LC 6) Max Uplift14=-31(LC 10), 8=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3668/179, 3-17=-4086/80, 4-17=-3991/95, 4-18=-3991/127, 5-18=-4086/112, 5-6=-3668/114, 1-14=-250/108 BOT CHORD 13-14=-360/2316, 12-13=-367/2366, 11-12=-335/3611, 10-11=0/3609, 9-10=-69/2274, 8-9=-66/2224 WEBS 4-11=-130/4833, 5-11=-294/503, 5-10=-462/61, 6-10=-37/1085, 6-8=-2722/106, 3-11=-180/428, 3-12=-462/28, 2-12=0/1085, 2-14=-2722/113 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 7-6-12, Exterior(2R) 7-6-12 to 13-6-12, Interior(1) 13-6-12 to 17-11-12, Exterior(2E) 17-11-12 to 20-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 14, 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 31 lb uplift at joint 14 and 31 lb uplift at joint 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 228495 Truss D5 Truss Type Monopitch Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:49 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-?9FXKHhdBga1DP7s37IFrENe1opy0eai010k_wyGwFK Scale = 1:56.4 W1 T1 W4 B1 W2 W1 W3 1 2 3 6 5 4 7 4x5 1.5x4 2x4 3x10 4x10 1.5x4 4-5-8 4-5-8 8-11-0 4-5-8 4-5-8 4-5-8 8-11-0 4-5-8 1-10-09-3-32-7-36-8-010.00 12 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 0.52 0.17 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.53 0.02 (loc) 5 5 7 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 69 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W4: 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=444/0-5-8 (min. 0-1-8), 7=444/0-5-8 (min. 0-1-8) Max Horz6=285(LC 7) Max Uplift7=-149(LC 7) Max Grav6=457(LC 18), 7=479(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-747/654, 4-7=-479/181, 3-4=-483/536 BOT CHORD 5-6=-451/960, 4-5=-465/950 WEBS 2-6=-984/116, 2-4=-924/911 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6, 7 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 149 lb uplift at joint 7. 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 228495 Truss E1 Truss Type GABLE Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:50 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-TLpvXdhFy_iurZi2dqpUORwtuB3bl1ZrFhlHWMyGwFJ Scale = 1:60.7 T1 T2 B1 B1 W5 W3 W2 W3 W2 W1 W3 W2 W3 W2 W1 BL1 BL1 ST3 ST2 ST1 ST3 ST2 ST1 W4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 26 27 3x4 4x8 7x10 7x8 6x8 5x10 7x8 6x8 5x10 3x4 4x5 4x5 0-5-8 0-5-8 3-8-3 3-2-11 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-5-8 3-2-11 20-11-0 0-5-8 3-8-3 3-8-3 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-11-0 3-8-3 22-5-0 1-6-0 1-10-010-6-91-10-00-7-08-4-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [3:0-2-12,0-2-4], [5:0-2-12,0-2-4], [6:0-4-0,0-1-12], [9:0-2-8,0-1-11], [11:0-4-0,0-1-12], [13:0-4-0,0-1-12], [15:0-2-8,0-1-11] 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-SH 0.32 0.52 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.57 1.05 0.11 (loc) 12 12 9 12 l/defl >652 >437 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9, 2-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1067/0-3-8 (min. 0-1-8), 9=1216/0-3-8 (min. 0-1-8) Max Horz15=-252(LC 6) Max Uplift15=-32(LC 10), 9=-53(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3569/111, 3-26=-3965/0, 4-26=-3871/0, 4-27=-3871/28, 5-27=-3966/14, 5-6=-3541/0, 7-9=-396/226 BOT CHORD 14-15=-303/2307, 13-14=-309/2357, 12-13=-244/3596, 11-12=0/3489, 10-11=0/2148, 9-10=0/2101 WEBS 4-12=-5/4684, 5-12=-303/536, 5-11=-471/47, 6-11=-8/1086, 6-9=-2598/0, 3-12=-144/531, 3-13=-451/14, 2-13=0/1051, 2-15=-2658/73 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 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 19-5-0, Exterior(2E) 19-5-0 to 22-5-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 15, 9 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 32 lb uplift at joint 15 and 53 lb uplift at joint 9. 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 228495 Truss E2 Truss Type GABLE Qty 2 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:51 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-xXNHlzitjHqlSiHFAYKjwfT2ebPqUUp?ULVr2pyGwFI Scale = 1:60.7 T1 T2 B1 B1 W5 W3 W2 W3 W2 W1 W3 W2 W3 W2 W1 BL1 BL1 W4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 18 19 3x4 4x8 7x10 3x5 3x5 5x10 1.5x4 3x5 3x5 5x10 1.5x4 3x4 1.5x4 1.5x4 4x5 4x5 0-5-8 0-5-8 3-8-3 3-2-11 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-5-8 3-2-11 20-11-0 0-5-8 3-8-3 3-8-3 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-11-0 3-8-3 22-5-0 1-6-0 1-10-010-6-91-10-00-7-08-4-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-12], [6:0-4-0,0-1-12], [9:0-2-8,0-1-11], [15:0-2-8,0-1-11] 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-SH 0.32 0.52 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.57 1.05 0.11 (loc) 12 12 9 12 l/defl >652 >437 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-9, 2-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=1067/0-3-8 (min. 0-1-8), 9=1216/0-3-8 (min. 0-1-8) Max Horz15=-252(LC 6) Max Uplift15=-32(LC 10), 9=-53(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3569/111, 3-18=-3965/0, 4-18=-3871/0, 4-19=-3871/28, 5-19=-3966/14, 5-6=-3541/0, 7-9=-396/226 BOT CHORD 14-15=-303/2307, 13-14=-309/2357, 12-13=-244/3596, 11-12=0/3489, 10-11=0/2148, 9-10=0/2101 WEBS 4-12=-5/4684, 5-12=-303/536, 5-11=-471/47, 6-11=-8/1086, 6-9=-2598/0, 3-12=-144/531, 3-13=-451/14, 2-13=0/1051, 2-15=-2658/73 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 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 19-5-0, Exterior(2E) 19-5-0 to 22-5-0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 15, 9 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 32 lb uplift at joint 15 and 53 lb uplift at joint 9. 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 228495 Truss E3 Truss Type GABLE Qty 3 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:53 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-twU2Aek7Ev4Ti0RdIzMB04YM4P4EyOAIxf_x7hyGwFG Scale = 1:60.6 T1 T1 B1 B1 W5 W3 W2 W3 W2 W1 W3 W2 W3 W2 W1 BL1 BL1 W4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 17 18 2x4 4x8 2x4 7x10 3x5 3x5 5x10 1.5x4 3x5 3x5 5x10 1.5x4 1.5x4 1.5x4 4x6 4x6 0-5-8 0-5-8 3-8-3 3-2-11 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-5-8 3-2-11 20-11-0 0-5-8 3-8-3 3-8-3 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-11-0 3-8-3 1-10-010-6-91-10-08-4-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-8], [6:0-4-0,0-1-8], [8:0-3-7,0-1-10], [14:0-3-7,0-1-10] 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 0.32 0.53 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.57 1.06 0.12 (loc) 11 11 8 11 l/defl >642 >432 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-8, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1073/0-3-8 (min. 0-1-8), 8=1073/0-3-8 (min. 0-1-8) Max Horz14=233(LC 9) Max Uplift14=-31(LC 10), 8=-31(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3596/177, 3-17=-4006/81, 4-17=-3911/95, 4-18=-3911/126, 5-18=-4006/112, 5-6=-3596/113 BOT CHORD 13-14=-356/2271, 12-13=-363/2321, 11-12=-332/3541, 10-11=0/3538, 9-10=-66/2229, 8-9=-63/2180 WEBS 4-11=-130/4734, 5-11=-289/493, 5-10=-457/61, 6-10=-37/1062, 6-8=-2674/103, 3-11=-177/420, 3-12=-457/28, 2-12=0/1062, 2-14=-2674/110 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 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 17-9-4, Exterior(2E) 17-9-4 to 20-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 14, 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 31 lb uplift at joint 14 and 31 lb uplift at joint 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 228495 Truss E3-D Truss Type GABLE Qty 1 Ply 2 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:54 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-L62QN_km?CCKJA0qsgtQYH5Y7pRdhv_RAJjVf8yGwFF Scale = 1:61.1 T1 T1 B1 B1 W5 W3 W2 W3 W2 W1 W3 W2 W3 W2 W1BL1 BL1 W4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 17 18 19 20 1.5x4 5x6 1.5x4 7x8 3x5 3x5 5x8 1.5x4 3x5 3x5 5x8 1.5x4 1.5x4 1.5x4 4x5 4x5 0-5-8 0-5-8 3-8-3 3-2-11 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-5-8 3-2-11 20-11-0 0-5-8 3-8-3 3-8-3 7-0-13 3-4-11 10-5-8 3-4-11 13-10-3 3-4-11 17-2-13 3-4-11 20-11-0 3-8-3 1-10-010-6-91-10-08-4-010.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-2-4], [6:0-3-4,0-2-4], [8:0-2-8,0-1-11], [14:0-2-8,0-1-11] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.45 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.42 0.78 0.31 (loc) 11 11 8 11 l/defl >750 >585 n/a >796 L/d 360 240 n/a 240 PLATES MT20 Weight: 275 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W4: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 14=1073/0-3-8 (min. 0-1-8), 8=1073/0-3-8 (min. 0-1-8) Max Horz14=628(LC 32) Max Uplift14=-118(LC 33), 8=-830(LC 36) Max Grav14=1073(LC 1), 8=1510(LC 49) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-700/675, 2-3=-5157/2607, 3-17=-6207/3299, 4-17=-6466/3810, 4-18=-6838/4449, 5-18=-7079/4520, 5-6=-5607/3122, 6-7=-616/599, 1-14=-256/100, 7-8=-264/120 BOT CHORD 14-19=-2495/3444, 13-19=-3529/4588, 12-13=-3591/4659, 11-12=-4287/6508, 10-11=-2665/5292, 9-10=-761/2426, 9-20=-720/2375, 8-20=-1833/3146 WEBS 4-11=-4962/8201, 5-11=-1779/1985, 5-10=-1031/832, 6-10=-1665/2331, 6-8=-4015/2310, 3-11=-483/825, 3-12=-631/299, 2-12=-572/1512, 2-14=-2925/719 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-5-8, Exterior(2R) 7-5-8 to 13-5-8, Interior(1) 13-5-8 to 17-9-4, Exterior(2E) 17-9-4 to 20-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 14, 8 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 118 lb uplift at joint 14 and 830 lb uplift at joint 8. 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) This truss has been designed for a total drag load of 3000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-0-0, 19-11-0 to 20-11-0 for 1500.0 plf. Continued on page 2 Job 228495 Truss E3-D Truss Type GABLE Qty 1 Ply 2 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:54 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-L62QN_km?CCKJA0qsgtQYH5Y7pRdhv_RAJjVf8yGwFF LOAD CASE(S) Standard Job 228495 Truss HF1 Truss Type Lay-In Gable Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:56 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-IVAAogm0XqS2ZUACz5wudiAykcEt9yukddCcj0yGwFD Scale = 1:36.8 T1 T1 B1 ST4 ST1 ST2 ST3 ST1 ST2 ST3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x4 4x5 3x4 13-9-6 13-9-6 6-10-11 6-10-11 13-9-6 6-10-11 6-3-610.93 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 0.04 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 75 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-9-6. (lb) - Max Horz1=-124(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 13, 10, 11, 12, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 13, 10, 11, 12, 16, 15, 14 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-8 to 3-4-8, Interior(1) 3-4-8 to 3-10-11, Exterior(2R) 3-10-11 to 9-9-6, Interior(1) 9-9-6 to 10-4-14, Exterior(2E) 10-4-14 to 13-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 13, 10, 11, 12, 16 , 15, 14. 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 228495 Truss HF2 Truss Type Lay-In Gable Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:57 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-mhkZ?0neI7avBdkOXpR7Awj2F0XWuOttsHy9GSyGwFC Scale = 1:89.8 W1 T1 W1 B1 ST1 ST1ST1 1 2 3 4 5 10 9 8 7 6 7x10 MT20HS 4x6 4x6 7x10 MT20HS 2x4 2x4 2x4 2x4 2x4 2x4 5-8-8 5-8-8 5-8-8 5-8-8 12-1-7Plate Offsets (X,Y)-- [5:Edge,0-2-0], [6:Edge,0-5-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.37 0.25 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT20HS Weight: 118 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x6 DF SS OTHERS 2x4 DF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 5-6, 3-8, 4-7, 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-8-8. (lb) - Max Horz10=-354(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 10=-692(LC 6), 6=-691(LC 7), 8=-101(LC 8), 7=-920(LC 6), 9=-920(LC 7) Max Grav All reactions 250 lb or less at joint(s) 8 except 10=686(LC 9), 6=686(LC 8), 7=996(LC 9), 9=997(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-247/251, 5-6=-247/251 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 10, 691 lb uplift at joint 6, 101 lb uplift at joint 8, 920 lb uplift at joint 7 and 920 lb uplift at joint 9. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 228495 Truss HF3 Truss Type Lay-In Gable Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:58 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-EuIxDMoG3RimonJb5WyMi7FIFQvNdr615xhiovyGwFB Scale = 1:45.0 T1 T1 B1 ST4 ST1 ST2 ST3 ST1 ST2 ST3 B2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 3x4 4x5 3x4 3x6 16-0-13 16-0-13 8-0-7 8-0-7 16-0-13 8-0-7 7-3-1410.93 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 0.04 0.02 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 84 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 16-0-13. (lb) - Max Horz1=-146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 10, 12, 13, 17, 16, 15 Max Grav All reactions 250 lb or less at joint(s) 1, 9, 14, 10, 12, 13, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-8 to 3-4-8, Interior(1) 3-4-8 to 5-0-7, Exterior(2R) 5-0-7 to 11-0-7, Interior(1) 11-0-7 to 12-8-5, Exterior(2E) 12-8-5 to 15-8-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 9, 10, 12, 13, 17, 16 , 15. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss HF4 Truss Type Lay-In Gable Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:22:59 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-i4sJQiouqlqcQxuneDTbFLoTyqFaMIYAKbRGKLyGwFA Scale = 1:35.2 T1 T2 B1 B2 ST3 ST1 ST2 ST3ST3ST3 ST1 ST2 ST3 ST3 ST3 1 2 3 45 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 1527 28 3x4 4x6 3x4 5x6 15-10-11 15-10-11 21-8-14 5-10-3 5-10-3 5-10-3 21-8-14 15-10-11 5-3-155-3-1510.93 12 10.93 12 Plate Offsets (X,Y)-- [4:0-4-8,0-2-0], [17:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.04 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 14 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 120 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-8-14. (lb) - Max Horz1=143(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 14, 17, 21, 15, 16, 18, 19, 20, 26, 25, 24, 23, 22 Max Grav All reactions 250 lb or less at joint(s) 1, 14, 17, 21, 15, 16, 18, 19, 20, 26, 25, 24, 23, 22 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-4-8 to 3-4-8, Exterior(2R) 3-4-8 to 8-10-3, Interior(1) 8-10-3 to 18-4-6, Exterior(2E) 18-4-6 to 21-4-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 17, 21, 15, 16, 18, 19, 20, 26, 25, 24, 23, 22. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14, 15, 16. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 228495 Truss J1 Truss Type Jack-Open Qty 3 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:01 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-eTz3rNq9MM5KfF2AmeV3KmtfDdx0pDMTnvwNPEyGwF8 Scale = 1:24.3 T1 B1 1 2 5 3 43x4 1-11-4 1-11-4 -2-0-0 2-0-0 1-11-4 1-11-4 5-7-1 3-7-13 0-4-53-7-70-4-153-2-83-7-77.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.70 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: 15 lb FT = 15% 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=198/Mechanical, 2=453/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=118(LC 12) Max Uplift3=-74(LC 12), 2=-53(LC 12) Max Grav3=338(LC 19), 2=615(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J2 Truss Type Jack-Open Qty 4 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:01 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-eTz3rNq9MM5KfF2AmeV3Kmtjkdx0pDMTnvwNPEyGwF8 Scale = 1:15.8 T1 B1 1 2 3 43x4 1-11-4 1-11-4 -2-0-0 2-0-0 1-11-4 1-11-4 2-8-12 0-9-8 0-4-51-11-70-4-151-6-81-11-77.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 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 = 15% 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=43/Mechanical, 2=368/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=71(LC 12) Max Uplift3=-49(LC 18), 2=-47(LC 12) Max Grav3=69(LC 19), 2=574(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J3 Truss Type Jack-Open Qty 4 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:03 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ar5qG3rPuzL2vYCYt3YXPBy7kRZhH7rmFDPTT6yGwF6 Scale = 1:14.0 T1 B1 1 2 3 5 6 4 3x4 5-11-4 5-11-4 -1-6-0 1-6-0 1-2-12 1-2-12 0-4-131-5-20-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.18 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >649 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 15% 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 1-2-12 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=-37/Mechanical, 2=323/0-5-8 (min. 0-1-8), 4=58/Mechanical Max Horz2=57(LC 10) Max Uplift3=-77(LC 16), 2=-12(LC 10) Max Grav3=18(LC 6), 2=323(LC 1), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 7 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 Job 228495 Truss J4 Truss Type Jack-Open Qty 4 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:04 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-32fCTPs1fHTvWinlRn3myOVIOrwC0a5vTt810YyGwF5 Scale = 1:19.4 T1 B1 1 2 3 4 3x4 5-11-4 5-11-4 -1-6-0 1-6-0 2-7-9 2-7-9 0-4-132-7-20-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.19 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 15% 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 2-7-9 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=44/Mechanical, 2=354/0-5-8 (min. 0-1-8), 4=56/Mechanical Max Horz2=89(LC 10) Max Uplift3=-37(LC 16) Max Grav3=51(LC 18), 2=354(LC 1), 4=113(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 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 228495 Truss J5 Truss Type Jack-Open Qty 4 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:04 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-32fCTPs1fHTvWinlRn3myOVHErwC0a5vTt810YyGwF5 Scale = 1:25.1 T1 B1 1 2 3 43x4 5-11-4 5-11-4 -1-6-0 1-6-0 4-0-6 4-0-6 0-4-133-9-20-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=123/Mechanical, 2=392/0-5-8 (min. 0-1-8), 4=56/Mechanical Max Horz2=122(LC 10) Max Uplift3=-71(LC 10) Max Grav3=127(LC 18), 2=392(LC 1), 4=113(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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. 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 228495 Truss J6 Truss Type Jack-Open Qty 4 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:06 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-?Qnyu5uHBujdm0w7ZC5E1pab9ebfUUbCxAd84RyGwF3 Scale = 1:30.6 T1 B1 1 2 3 43x4 5-11-4 5-11-4 -1-6-0 1-6-0 5-5-2 5-5-2 0-4-134-11-20-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.36 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >715 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-2 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=191/Mechanical, 2=442/0-5-8 (min. 0-1-8), 4=56/Mechanical Max Horz2=156(LC 10) Max Uplift3=-101(LC 10) Max Grav3=193(LC 18), 2=442(LC 1), 4=113(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=101. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J7 Truss Type Jack-Closed Qty 12 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:07 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-TcLL6RuvxCrUNAVJ6vcTa17l12xCDxrL9qNhctyGwF2 Scale = 1:33.7 T1 W1 B1 1 2 3 4 6 5 1.5x4 1.5x4 2x4 5-11-4 5-11-4 -1-6-0 1-6-0 5-11-4 5-11-4 0-4-135-4-310.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.00 0.00 (loc) 2-6 2-6 6 2 l/defl >999 >805 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 15% 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 5-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=289/Mechanical, 2=450/0-5-8 (min. 0-1-8) Max Horz2=175(LC 7) Max Uplift6=-64(LC 7), 2=-21(LC 10) Max Grav6=297(LC 18), 2=450(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 6, 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 228495 Truss J8 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:07 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-TcLL6RuvxCrUNAVJ6vcTa17hk2_RDxrL9qNhctyGwF2 Scale = 1:24.3 T1 B1 1 2 5 3 43x4 1-10-0 1-10-0 -2-0-0 2-0-0 1-10-0 1-10-0 5-7-1 3-9-1 0-4-53-7-70-4-153-2-83-7-77.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.69 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 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 15% 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 1-10-0 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) 3=198/Mechanical, 2=452/0-5-8 (min. 0-1-8), 4=18/Mechanical Max Horz2=118(LC 12) Max Uplift3=-74(LC 12), 2=-53(LC 12) Max Grav3=338(LC 19), 2=614(LC 19), 4=35(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J9 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:09 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-P?S5X6wATp5CdTfiEKfxfSC4jsgvhrKed8sohmyGwF0 Scale = 1:15.8 T1 B1 1 2 3 43x4 1-10-0 1-10-0 -2-0-0 2-0-0 1-10-0 1-10-0 2-8-12 0-10-12 0-4-51-11-70-4-151-6-81-11-77.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.41 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 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 15% 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 1-10-0 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) 3=43/Mechanical, 2=367/0-5-8 (min. 0-1-8), 4=18/Mechanical Max Horz2=71(LC 12) Max Uplift3=-49(LC 18), 2=-47(LC 12) Max Grav3=69(LC 19), 2=573(LC 19), 4=35(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J10 Truss Type Jack-Open Girder Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:10 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-tB0TkSxoE7D3EdEuo1AACflJCFyvQIaosobLDCyGwF? Scale = 1:14.0 T1 B1 1 2 3 5 6 4 3x4 5-11-4 5-11-4 -1-6-0 1-6-0 1-1-14 1-1-14 0-4-131-4-60-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.17 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >649 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 15% 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 1-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-45/Mechanical, 2=326/0-5-8 (min. 0-1-8), 4=58/Mechanical Max Horz2=56(LC 8) Max Uplift3=-84(LC 14), 2=-14(LC 8) Max Grav3=18(LC 4), 2=326(LC 1), 4=117(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 6 lb down at 2-0-0, and 6 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 Job 228495 Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:11 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-LOarxoyQ?RLvsnp5LlhPktIVofIe9lqx4SLulfyGwF_ Scale = 1:15.3 T1 B1 B2 B31 2 6 5 3 4 2x4 1.5x4 2x4 1.5x4 1-11-8 1-11-8 2-7-9 0-8-1 5-11-4 3-3-11 1-11-8 1-11-8 2-6-1 0-6-9 2-7-9 0-1-8 5-11-4 3-3-11 0-4-132-7-20-3-80-5-810.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.11 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=128/0-5-8 (min. 0-1-8), 3=143/Mechanical, 4=38/Mechanical Max Horz1=63(LC 10) Max Uplift3=-16(LC 10) Max Grav1=128(LC 1), 3=144(LC 17), 4=69(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J12 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:12 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-qa8E98y2mkTmUxOHvSCeH4qeF3d7uC44J64SH5yGwEz Scale = 1:21.1 T1 B1 B2 B31 2 6 5 3 4 2x4 1.5x4 3x4 3x4 1-11-8 1-11-8 3-11-10 2-0-2 4-0-6 0-0-12 5-11-4 1-10-14 1-11-8 1-11-8 4-0-6 2-0-14 5-11-4 1-10-14 0-4-133-9-20-3-80-5-810.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.20 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.03 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 17 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=215/0-5-8 (min. 0-1-8), 3=151/Mechanical, 4=60/Mechanical Max Horz1=96(LC 10) Max Uplift3=-50(LC 10) Max Grav1=215(LC 1), 3=151(LC 1), 4=84(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:13 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ImicMUzgX2bd55zTTAjupINoTTyUdfKEYmq?pXyGwEy Scale = 1:27.3 T1 B1 B2 B31 2 6 5 3 4 2x4 1.5x4 3x4 4x5 1-11-8 1-11-8 5-5-2 3-5-10 5-11-4 0-6-2 1-11-8 1-11-8 5-5-2 3-5-10 5-11-4 0-6-2 0-4-134-11-20-3-80-5-810.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.29 0.36 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.02 0.07 (loc) 4-5 4-5 4 4-5 l/defl >999 >686 n/a >971 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=276/0-5-8 (min. 0-1-8), 3=178/Mechanical, 4=91/Mechanical Max Horz1=129(LC 10) Max Uplift3=-73(LC 10) Max Grav1=276(LC 1), 3=178(LC 1), 4=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-324/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J14 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:14 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-mzG_aq_IIMjUjFYg1tE7MVwyTtGHM6aNmQZZLzyGwEx Scale = 1:29.9 T1 B1 B2 B31 2 6 5 3 4 2x4 1.5x4 3x4 5x6 1-11-8 1-11-8 5-11-4 3-11-12 1-11-8 1-11-8 5-11-4 3-11-12 0-4-135-4-34-10-114-10-60-5-810.00 12 Plate Offsets (X,Y)-- [1:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.34 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.03 0.09 (loc) 4-5 4-5 4 4-5 l/defl >868 >565 n/a >774 L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 15% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=294/0-5-8 (min. 0-1-8), 3=190/Mechanical, 4=104/Mechanical Max Horz1=141(LC 10) Max Uplift3=-81(LC 10), 4=-3(LC 10) Max Grav1=294(LC 1), 3=190(LC 1), 4=104(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-336/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 228495 Truss J15 Truss Type Jack-Open Qty 4 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:15 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-E9qMnA?x3frLLO7saalMvjS7JGdp5ZpX?4J6tQyGwEw Scale = 1:29.9 T1 B1 B2 B31 2 6 5 3 4 2x4 1.5x4 3x4 4x12 MT20HS 1-9-8 1-9-8 5-9-4 3-11-12 1-9-8 1-9-8 5-9-4 3-11-12 0-6-85-4-34-10-114-10-60-5-810.00 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 0.34 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.02 0.09 (loc) 4-5 4-5 4 4-5 l/defl >906 >588 n/a >778 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 20 lb FT = 15% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-4 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) 1=289/0-3-8 (min. 0-1-8), 3=188/Mechanical, 4=101/Mechanical Max Horz1=141(LC 10) Max Uplift3=-81(LC 10), 4=-4(LC 10) Max Grav1=289(LC 1), 3=188(LC 1), 4=102(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/0 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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, 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 228495 Truss J16 Truss Type Jack-Open Girder Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:16 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-iLNk?W?ZqzzCyYh28IHbRw?Klgvqq?3gEk2fQsyGwEv Scale = 1:24.7 T1 B1 1 2 3 5 43x4 3-11-4 3-11-4 -1-6-0 1-6-0 3-11-4 3-11-4 0-4-133-8-33-2-63-8-310.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.23 0.64 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.08 -0.00 0.01 (loc) 2-4 2-4 3 2-4 l/defl >725 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 15% 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 3-11-4 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=119/Mechanical, 2=561/0-5-8 (min. 0-1-8), 4=217/Mechanical Max Horz2=120(LC 8) Max Uplift3=-69(LC 8), 2=-21(LC 8) Max Grav3=122(LC 16), 2=561(LC 1), 4=217(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 372 lb down and 36 lb up at 2-0-0 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: 5=-372(F) Job 228495 Truss J17 Truss Type Jack-Open Qty 5 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:17 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-AYx6Cs0BbH63aiGEi?oq_8YVy4NcZSJqTOoDyIyGwEu Scale = 1:24.7 T1 B1 1 2 3 43x4 3-11-4 3-11-4 -1-6-0 1-6-0 3-11-4 3-11-4 0-4-133-8-33-2-63-8-310.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 15% 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 3-11-4 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=119/Mechanical, 2=369/0-5-8 (min. 0-1-8), 4=36/Mechanical Max Horz2=120(LC 10) Max Uplift3=-69(LC 10), 2=-7(LC 10) Max Grav3=122(LC 18), 2=369(LC 1), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 228495 Truss J18 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:18 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-ekVVPB1pMaEwCsrRFjJ3WL4hsUjrIvZzh2XmUlyGwEt Scale = 1:19.4 T1 B1 1 2 3 4 3x4 3-11-4 3-11-4 -1-6-0 1-6-0 2-7-9 2-7-9 0-4-132-7-20-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.19 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 15% 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 2-7-9 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=44/Mechanical, 2=334/0-5-8 (min. 0-1-8), 4=36/Mechanical Max Horz2=89(LC 10) Max Uplift3=-37(LC 16), 2=-12(LC 10) Max Grav3=51(LC 18), 2=334(LC 1), 4=73(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 228495 Truss J19 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:20 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-b7dFqt33uCUeRA?pN8LXcmA1SHP8mp3G9M0tZdyGwEr Scale = 1:13.6 T1 B1 1 2 3 5 4 3x4 3-11-4 3-11-4 -1-6-0 1-6-0 1-2-12 1-2-12 0-4-131-5-20-3-810.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13] 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 0.18 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -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: 10 lb FT = 15% 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 1-2-12 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=-36/Mechanical, 2=303/0-5-8 (min. 0-1-8), 4=38/Mechanical Max Horz2=57(LC 10) Max Uplift3=-77(LC 16), 2=-24(LC 10) Max Grav3=18(LC 6), 2=303(LC 1), 4=77(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 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 Job 228495 Truss J20 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:21 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-3JBd2D3heVcV3Ja0xrsm8_i1ohmgVGJPN0mQ53yGwEq Scale = 1:21.0 T1 B1 1 2 33x5 1-11-4 1-11-4 1-11-4 1-11-4 5-7-1 3-7-13 0-4-53-7-70-4-153-2-83-7-77.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-1] 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 0.85 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 12 lb FT = 15% 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) 1=251/Mechanical, 2=232/Mechanical, 3=19/Mechanical Max Horz1=93(LC 12) Max Uplift1=-16(LC 12), 2=-83(LC 12) Max Grav1=392(LC 19), 2=373(LC 19), 3=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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1, 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 228495 Truss J21 Truss Type Jack-Open Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:22 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-XVl?FZ4KPpkMgT9CUZO?hBFNP56wEjYZcgV_dWyGwEp Scale = 1:12.5 T1 B1 1 2 33x4 1-11-4 1-11-4 1-11-4 1-11-4 2-8-12 0-9-8 0-4-51-11-70-4-151-6-81-11-77.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1-3 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 15% 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) 1=129/0-5-8 (min. 0-1-8), 2=110/Mechanical, 3=19/Mechanical Max Horz1=45(LC 12) Max Uplift1=-1(LC 12), 2=-40(LC 12) Max Grav1=178(LC 19), 2=159(LC 19), 3=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 a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) 1, 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 228495 Truss RF1 Truss Type Corner Rafter Qty 5 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:23 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-?hIOTv5yA7sCIdkO2GvEDPoRXVSVzAoirKFXAyyGwEo Scale = 1:27.2 T1 1 2 6 7 8 3 4 9 10 11 5 2-5-1 2-5-1 2-9-13 0-4-13 12-9-0 9-11-3 7-2-12 7-2-12 9-2-12 2-0-0 12-9-0 3-6-4 1-5-126-5-01-1-140-4-106-0-65.74 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.08 -0.00 -0.04 (loc) 4-5 4-5 5 2-3 l/defl >659 >578 n/a >999 L/d 360 240 n/a 240 PLATES Weight: 19 lb FT = 15% 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.All bearings 0-5-8 except (jt=length) 5=Mechanical, 2=0-9-9. (lb) - Max Horz2=164(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 3 except 5=-132(LC 10), 4=-161(LC 10) Max Grav All reactions 250 lb or less at joint(s) 3 except 5=315(LC 16), 2=484(LC 16), 4=484(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3 except (jt=lb) 5=132, 4=161. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 3, 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 139 lb up at 4-9-9, 85 lb down and 27 lb up at 5-10-10, 75 lb down and 41 lb up at 7-2-13, 277 lb down and 94 lb up at 9-4-7, and 96 lb down and 83 lb up at 9-8-2, and 160 lb down and 113 lb up at 12-1-7 on top 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: 1-5=-84 Concentrated Loads (lb) Vert: 6=23(B) 9=-191(F) 10=-21(B) 11=-116(B) Job 228495 Truss RF2 Truss Type Rafter Qty 1 Ply 1 Mecham Residence Job Reference (optional) Run: 8.530 s Feb 23 2022 Print: 8.530 s Feb 23 2022 MiTek Industries, Inc. Mon Nov 21 14:23:24 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xO4ZdGTa8W3EXJdkTuSIQvyNDmL-TusmgF6axQ_3wnJbczQTmcKcdvnkid2s4__4iOyGwEn Scale = 1:23.1 T1 1 4 2 5 6 3 2-5-1 2-5-1 2-9-13 0-4-13 9-3-11 6-5-14 7-2-12 7-2-12 9-3-11 2-0-15 1-5-124-9-41-1-140-6-83-2-135.74 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.09 0.10 -0.00 -0.05 (loc) 2-3 2-3 3 2-3 l/defl >573 >484 n/a >913 L/d 360 240 n/a 240 PLATES Weight: 14 lb FT = 15% 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) 2=427/0-9-9 (min. 0-1-8), 3=332/0-5-8 (min. 0-1-8) Max Horz2=112(LC 10) Max Uplift2=-81(LC 6), 3=-145(LC 7) Max Grav2=494(LC 16), 3=566(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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=145. 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) 55 lb down and 196 lb up at 4-9-9, and 84 lb down and 25 lb up at 5-10-10, and 75 lb down and 37 lb up at 7-2-13 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: 5=23(F)