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Roof Truss EngineeringTri-State Engineering, Inc. terry@tse-aep.com (206) 369-8394 Re: J1182641 Soundbuilt NW, LLC The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company and Building Supply, LLC Pages or sheets covered by this seal: Page 1 through Page 27 My license renewal date for the state of Washington is August 20th 2026 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. 5/12/25 512 =4x8 =4x4 =5x6 =M18AHS 4x8 1 25 24 23 22 21 20 19 18 17 16 15 2 14 33 34313 4 12 5 11 6 10 7 9 8 1-6-0 -1-6-0 13-9-0 27-9-0 14-0-0 14-0-0 27-9-0 2-0-0 10-0-0 2-0-0 16-0-0 2-0-0 22-0-0 2-0-0 20-0-0 2-0-0 24-0-0 2-0-0 14-0-0 2-0-0 12-0-0 2-0-0 6-0-0 2-0-0 8-0-0 2-0-0 18-0-0 3-9-0 27-9-0 4-0-0 4-0-0 6- 9 - 5 0-4-1 0-5-5 6- 2 - 1 Scale = 1:61.3 Plate Offsets (X, Y):[2:Edge,0-0-4], [14:Edge,0-0-12], [19:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)n/a -n/a 999 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.85 Vert(CT)n/a -n/a 999 M18AHS 169/162 TCDL 8.0 Rep Stress Incr NO WB 0.10 Horz(CT)0.05 20 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 *Except* 8-14:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 HF-N No.1/No.2 *Except* 19-14:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-9-9 oc bracing. REACTIONS All bearings 27-9-0. (lb) -Max Horiz 2=82 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 17, 18, 19, 21, 22, 23, 24 except 2=-2053 (LC 40), 14=-2177 (LC 51), 15=-413 (LC 50), 16=-181 (LC 51), 25=-124 (LC 49) Max Grav All reactions 250 (lb) or less at joint (s) 16, 17, 18, 19, 20, 21, 22, 23, 24 except 2=2111 (LC 61), 14=2232 (LC 60), 15=527 (LC 39), 25=303 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-4981/4931, 3-33=-4664/4621, 3-4=-3710/3704, 4-5=-2947/2986, 5-6=-2210/2262, 6-7=-1473/1539, 7-8=-737/815, 8-9=-770/843, 9-10=-1506/1556, 10-11=-2241/2268, 11-12=-2984/2992, 12-13=-3696/3687, 13-34=-3893/3870, 14-34=-5016/4964 BOT CHORD 2-25=-4519/4577, 24-25=-3380/3438, 23-24=-2632/2758, 22-23=-2020/2078, 21-22=-1340/1398, 20-21=-660/718, 19-20=-690/748, 18-19=-1366/1428, 17-18=-2050/2040, 16-17=-2730/2788, 15-16=-3410/3468, 14-15=-4549/4607 WEBS 13-15=-307/234 NOTES (15) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 11-0-0, Corner(3R) 11-0-0 to 17-0-0, Exterior(2N) 17-0-0 to 24-9-0, Corner(3E) 24-9-0 to 27-9-0 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 (||) MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 13)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 21, 22, 23, 24, 19, 18, 17 except (jt=lb) 14=2177, 2=2053, 25=123, 16=180, 15=413, 14=2177, 2=2053. 14)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-9-0 for 340.0 plf. 15)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S A00 Common Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:wxj102zBS6VgTDEUiVme7bz2kCW-s5JeuEwff?_Dk5cyaYBBBBGvGSY54AzPAq1ivYzHArw 5/12/25 Page 1 of 27 512 =4x4 =2x4 =3x4 =4x6 =3x4 =3x4 =2x4 =3x6 1 9 22 23 8 7 2 6 16 21 3 51720 18 19 4 1-6-0 -1-6-0 6-8-2 14-0-0 6-8-2 20-8-2 7-0-14 27-9-0 7-3-14 7-3-14 7-10-10 17-11-5 9-9-11 27-9-0 10-0-11 10-0-11 6- 9 - 5 0-4-1 0-5-5 6- 2 - 1 Scale = 1:60.5 Plate Offsets (X, Y):[2:0-1-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.26 9-15 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.46 9-15 >721 240 TCDL 8.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.07 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=1212/0-5-8, (min. 0-2-1), 6=1107/ Mechanical Max Horiz 2=82 (LC 14) Max Uplift 2=-89 (LC 14), 6=-67 (LC 15) Max Grav 2=1253 (LC 5), 6=1168 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2350/165, 3-16=-2276/187, 3-17=-2046/149, 17-18=-2032/163, 4-18=-1958/174, 4-19=-1927/180, 19-20=-1997/169, 5-20=-2011/155, 5-21=-2225/195, 6-21=-2306/173 BOT CHORD 2-9=-155/2143, 9-22=-47/1397, 22-23=-47/1397, 8-23=-47/1397, 7-8=-47/1397, 6-7=-132/2094 WEBS 4-7=-49/763, 5-7=-605/152, 4-9=-49/814, 3-9=-630/152 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior (1) 17-0-0 to 24-9-0, Exterior(2E) 24-9-0 to 27-9-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 6 and 89 lb uplift at joint 2. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S A01 Common 10 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:UL7vSWSqdbnp0TFqZ_xAoKz2k80-s5JeuEwff?_Dk5cyaYBBBBGvZSYx47JPAq1ivYzHArw 5/12/25 Page 2 of 27 512 =3x6 =2x4 =3x4 =4x6 =3x4 =3x4 =2x4 =3x6 1 9 22 23 8 7 62 16 21 3 51720 18 19 4 1-6-0 -1-6-0 6-8-2 14-0-0 6-8-2 20-8-2 7-3-14 7-3-14 7-3-14 28-0-0 7-10-10 17-11-5 10-0-11 10-0-11 10-0-11 28-0-0 6- 9 - 5 0-4-1 6- 2 - 1 Scale = 1:60.5 Plate Offsets (X, Y):[2:0-6-6,0-0-4], [6:0-6-6,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.28 7-12 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.89 Vert(CT)-0.50 7-12 >676 240 TCDL 8.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.08 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 104 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 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. REACTIONS (lb/size)2=1222/0-5-8, (min. 0-2-1), 6=1117/0-5-8, (min. 0-1-15) Max Horiz 2=80 (LC 14) Max Uplift 2=-89 (LC 14), 6=-69 (LC 15) Max Grav 2=1262 (LC 5), 6=1178 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2371/165, 3-16=-2302/187, 3-17=-2066/149, 17-18=-2052/163, 4-18=-1982/174, 4-19=-1990/182, 19-20=-2063/171, 5-20=-2077/157, 5-21=-2350/197, 6-21=-2384/175 BOT CHORD 2-9=-153/2162, 9-22=-45/1423, 22-23=-45/1423, 8-23=-45/1423, 7-8=-45/1423, 6-7=-133/2177 WEBS 4-7=-53/821, 5-7=-640/154, 4-9=-49/808, 3-9=-631/152 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior (1) 17-0-0 to 25-0-0, Exterior(2E) 25-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 lb uplift at joint 6 and 89 lb uplift at joint 2. 9)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S A02 Common 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:JVUAjZXbCRXykOj_wF2b2az2k7w-KHt05axHQJ64MEB87FiQkPp55sujpaZZPUnFR_zHArv 5/12/25 Page 3 of 27 512 =3x6 =2x4 =3x4 =4x6 =3x4 =3x4 =2x4 =3x6 1 7 10 23 24 9 8 2 6 17 22 531821 19 20 4 1-6-0 29-6-0 1-6-0 -1-6-0 6-8-2 14-0-0 6-8-2 20-8-2 7-3-14 7-3-14 7-3-14 28-0-0 7-10-10 17-11-5 10-0-11 28-0-0 10-0-11 10-0-11 6- 9 - 5 0-4-1 6- 2 - 1 Scale = 1:62.1 Plate Offsets (X, Y):[2:0-6-6,0-0-4], [6:0-6-6,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.27 10-13 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.87 Vert(CT)-0.47 10-13 >710 240 TCDL 8.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.08 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 106 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 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. REACTIONS (lb/size)2=1219/0-5-8, (min. 0-2-1), 6=1219/0-5-8, (min. 0-2-1) Max Horiz 2=73 (LC 14) Max Uplift 2=-89 (LC 14), 6=-89 (LC 15) Max Grav 2=1261 (LC 5), 6=1261 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-2368/160, 3-17=-2297/182, 3-18=-2063/144, 18-19=-2050/158, 4-19=-1977/169, 4-20=-1977/169, 20-21=-2050/158, 5-21=-2063/144, 5-22=-2297/182, 6-22=-2368/160 BOT CHORD 2-10=-146/2160, 10-23=-16/1418, 23-24=-16/1418, 9-24=-16/1418, 8-9=-16/1418, 6-8=-93/2160 WEBS 4-8=-49/809, 5-8=-631/152, 4-10=-49/809, 3-10=-631/152 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior (1) 17-0-0 to 26-6-0, Exterior(2E) 26-6-0 to 29-6-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 2 and 89 lb uplift at joint 6. 9)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S A03 Common 3 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:8frSzdcMoHI6SJA8GW9?Hrz2k7q-KHt05axHQJ64MEB87FiQkPp5Fsu0paZZPUnFR_zHArv 5/12/25 Page 4 of 27 512 2.512=3x6 =2x4 =3x4 =4x4 =5x10 =4x4 =5x8 =5x6 1 9 8 2 6 16 7 20 17 53 18 19 4 1-6-0 -1-6-0 5-7-6 14-0-0 6-1-2 20-1-2 7-7-14 27-9-0 8-4-10 8-4-10 0-2-8 27-9-0 6-3-8 21-3-0 6-3-8 27-6-8 6-6-14 14-11-8 8-4-10 8-4-10 6- 9 - 5 0-4-1 0-5-5 6- 2 - 1 1- 3 - 1 2 Scale = 1:64.2 Plate Offsets (X, Y):[2:0-0-10,Edge], [4:0-2-12,0-2-0], [5:0-1-8,0-2-0], [7:0-3-12,0-3-0], [8:0-4-8,0-2-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL)-0.28 7-8 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.95 Vert(CT)-0.48 7-8 >697 240 TCDL 8.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.19 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 107 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 6-7. WEBS 1 Row at midpt 5-8 REACTIONS (lb/size)2=1212/0-5-8, (min. 0-2-0), 6=1107/ Mechanical Max Horiz 2=82 (LC 14) Max Uplift 2=-89 (LC 14), 6=-67 (LC 15) Max Grav 2=1221 (LC 21), 6=1115 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2240/139, 16-17=-2155/163, 3-17=-2037/165, 3-18=-1454/149, 4-18=-1367/167, 4-19=-1504/171, 5-19=-1588/160, 5-20=-3889/264, 6-20=-3979/247 BOT CHORD 2-9=-121/1990, 8-9=-121/1990, 7-8=-185/2880, 6-7=-202/3665 WEBS 3-9=0/286, 3-8=-939/126, 4-8=-31/786, 5-8=-1788/179, 5-7=-33/1566 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior (1) 17-0-0 to 24-9-0, Exterior(2E) 24-9-0 to 27-9-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint 6 and 89 lb uplift at joint 2. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S A04 Roof Special 6 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:4JVdy7qHK7hPEE7nu?_SZsz2k7X-KHt05axHQJ64MEB87FiQkPp6BstnpRuZPUnFR_zHArv 5/12/25 Page 5 of 27 512 =4x8 =4x4 =5x6 =M18AHS 4x8 1 25 24 23 22 21 20 19 18 17 16 15 2 14 33 34313 4 12 5 11 6 10 97 8 1-6-0 -1-6-0 13-9-0 27-9-0 14-0-0 14-0-0 27-9-0 2-0-0 10-0-0 2-0-0 16-0-0 2-0-0 22-0-0 2-0-0 20-0-0 2-0-0 24-0-0 2-0-0 14-0-0 2-0-0 12-0-0 2-0-0 6-0-0 2-0-0 8-0-0 2-0-0 18-0-0 3-9-0 27-9-0 4-0-0 4-0-0 6- 9 - 5 0-4-1 0-5-5 6- 2 - 1 Scale = 1:61.3 Plate Offsets (X, Y):[2:Edge,0-0-4], [14:Edge,0-0-12], [17:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)n/a -n/a 999 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.77 Vert(CT)n/a -n/a 999 M18AHS 169/162 TCDL 8.0 Rep Stress Incr YES WB 0.10 Horz(CT)0.05 20 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 127 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 *Except* 8-14:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 HF-N No.1/No.2 *Except* 17-14:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-9-10 oc bracing. REACTIONS All bearings 27-9-0. (lb) -Max Horiz 2=82 (LC 49) Max Uplift All uplift 100 (lb) or less at joint(s) 17, 18, 19, 21, 22, 23, 24 except 2=-2055 (LC 40), 14=-2175 (LC 51), 15=-416 (LC 50), 16=-190 (LC 51), 25=-124 (LC 49) Max Grav All reactions 250 (lb) or less at joint (s) 16, 17, 18, 19, 20, 21, 22, 23, 24 except 2=2113 (LC 61), 14=2230 (LC 60), 15=529 (LC 39), 25=304 (LC 36) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-33=-4986/4936, 3-33=-4669/4627, 3-4=-3715/3709, 4-5=-2952/2991, 5-6=-2215/2267, 6-7=-1478/1544, 7-8=-742/820, 8-9=-764/838, 9-10=-1502/1552, 10-11=-2226/2254, 11-12=-2981/2989, 12-13=-3689/3680, 13-34=-3886/3864, 14-34=-5010/4958 BOT CHORD 2-25=-4523/4582, 24-25=-3384/3443, 23-24=-2636/2763, 22-23=-2024/2083, 21-22=-1344/1403, 20-21=-664/723, 19-20=-685/743, 18-19=-1361/1423, 17-18=-2017/2010, 16-17=-2724/2782, 15-16=-3404/3462, 14-15=-4543/4601 WEBS 13-15=-310/238 NOTES (15) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 11-0-0, Corner(3R) 11-0-0 to 17-0-0, Exterior(2N) 17-0-0 to 24-9-0, Corner(3E) 24-9-0 to 27-9-0 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 2x4 (||) MT20 unless otherwise indicated. 9)Gable requires continuous bottom chord bearing. 10)Gable studs spaced at 2-0-0 oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 13)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 21, 22, 23, 24, 19, 18, 17 except (jt=lb) 14=2175, 2=2055, 25=123, 16=189, 15=416, 14=2175, 2=2055. 14)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 27-9-0 for 340.0 plf. 15)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S A05 Common Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:nQW7M5LZ_WWEpxUv_ulqODz2k8A-oTQPJwywBdEx_OmKhzEfGcLG?GEqY4Tie8Wp_RzHAru 5/12/25 Page 6 of 27 912 =4x6 =2x4 =3x6 =3x6 =3x8 =4x4 =3x6 =3x6 =2x4 =4x6 142322 21 20 19 18 17 16 15 131 122 24 26 113 25 27 104 373495 3635 86 7 1-6-0 21-6-0 4-9-13 14-9-13 4-9-13 10-0-0 5-2-3 5-2-3 5-2-3 20-0-0 10-0-0 10-0-0 10-0-0 20-0-0 2-0-0 16-0-0 2-0-0 8-0-0 2-0-0 14-0-0 2-0-0 6-0-0 2-0-0 4-0-0 2-0-0 2-0-0 2-0-0 18-0-0 2-0-0 20-0-0 4-0-0 12-0-0 8- 1 1 - 1 4 0-4-10 7- 1 0 - 1 0 Scale = 1:77.9 Plate Offsets (X, Y):[1:Edge,0-0-4], [13:Edge,0-0-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL)-0.02 20 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.02 20 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.38 Horz(CT)0.02 17 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 122 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud *Except* 19-7:2x4 HF-N No.1/ No.2 OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-0 oc bracing. JOINTS 1 Brace at Jt(s): 24, 26 REACTIONS All bearings 6-0-0. (lb) -Max Horiz 1=-139 (LC 45) Max Uplift All uplift 100 (lb) or less at joint(s) except 1=-2263 (LC 40), 13=-2232 (LC 43), 15=-263 (LC 50), 16=-521 (LC 51), 17=-533 (LC 51), 21=-546 (LC 48), 22=-524 (LC 48), 23=-284 (LC 49) Max Grav All reactions 250 (lb) or less at joint (s) except 1=2327 (LC 47), 13=2313 (LC 60), 15=305 (LC 47), 16=589 (LC 46), 17=793 (LC 38), 21=794 (LC 37), 22=597 (LC 45), 23=345 (LC 64) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3537/3486, 2-3=-2743/2694, 3-4=-2177/2128, 4-34=-1952/1895, 5-34=-1786/1734, 5-35=-1839/1777, 6-35=-1405/1358, 6-7=-915/928, 7-8=-915/917, 8-36=-1378/1341, 9-36=-1813/1760, 9-37=-1751/1710, 10-37=-1917/1871, 10-11=-2134/2099, 11-12=-2692/2647, 12-13=-3500/3437 BOT CHORD 1-23=-2753/2825, 22-23=-2195/2268, 21-22=-1515/1588, 20-21=-835/908, 19-20=-606/669, 18-19=-594/660, 17-18=-823/900, 16-17=-1503/1580, 15-16=-2183/2260, 13-15=-2740/2817 WEBS 19-26=-719/783, 26-27=-715/787, 10-27=-677/735, 4-25=-663/721, 24-25=-705/781, 19-24=-705/770, 5-25=-594/505, 21-25=-726/593, 3-22=-549/513, 9-27=-595/496, 17-27=-727/581, 11-16=-537/506 NOTES (13) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 (||) MT20 unless otherwise indicated. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2263 lb uplift at joint 1, 2231 lb uplift at joint 13, 545 lb uplift at joint 21, 524 lb uplift at joint 22, 283 lb uplift at joint 23, 533 lb uplift at joint 17, 520 lb uplift at joint 16, 262 lb uplift at joint 15, 2263 lb uplift at joint 1 and 2231 lb uplift at joint 13. 12)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-0-0 for 340.0 plf. 13)All dimensions given in feet-inches-sixteenths (FFIISS) format. Job Truss Truss Type Qty Ply 30222 11th Pl S B00 Common Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:atc7x0Mhb8sV8kyONSpNldz2kAk-OulGguw1uisM7x1l0qgyf_jn73HiLfMGxAI9N6zHArx 5/12/25 Page 7 of 27 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B00 Common Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 2 ID:atc7x0Mhb8sV8kyONSpNldz2kAk-OulGguw1uisM7x1l0qgyf_jn73HiLfMGxAI9N6zHArx 5/12/25 Page 8 of 27 912 4.512 =3x8 =2x4 =4x4 =5x8 =2x4 =3x8 6 51 7 1714 2 41615 3 1-6-0 21-6-0 3-10-13 13-10-13 3-10-13 10-0-0 6-1-3 6-1-3 6-1-3 20-0-0 0-5-8 0-5-8 0-5-8 20-0-0 9-6-8 19-6-8 9-6-8 10-0-0 8- 1 1 - 1 4 0-4-10 7- 1 0 - 1 0 3- 6 - 1 5 Scale = 1:75.6 Plate Offsets (X, Y):[1:0-0-14,Edge], [5:0-0-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.24 7-10 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.57 Vert(CT)-0.42 7-10 >566 240 TCDL 8.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.16 5 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=796/0-5-8, (min. 0-1-8), 5=903/0-5-8, (min. 0-1-8) Max Horiz 1=-139 (LC 10) Max Uplift 1=-37 (LC 14), 5=-58 (LC 15) Max Grav 1=841 (LC 21), 5=946 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1973/135, 2-14=-1738/138, 2-15=-1417/28, 3-15=-1268/50, 3-16=-1268/63, 4-16=-1408/42, 4-17=-1720/79, 5-17=-1954/76 BOT CHORD 1-7=-132/1614, 5-7=-13/1592 WEBS 3-7=-18/1298, 4-7=-482/174, 2-7=-496/173 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-0-0, Exterior(2R) 7-0-0 to 13-0-0, Interior (1) 13-0-0 to 18-6-0, Exterior(2E) 18-6-0 to 21-6-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 1 and 58 lb uplift at joint 5. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S B01 Scissor 6 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:jV_AXQx_xnsXs5OucdZPfrz2k0x-OulGguw1uisM7x1l0qgyf_jta3HFLeZGxAI9N6zHArx 5/12/25 Page 9 of 27 912 =5x8 =3x6 =4x4 =12x12 =4x6 =4x4 =3x6 =3x10 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 6 51 16 17 9 18 19 8 20 21 7 22 23 2 4 1514 3 1-6-0 21-6-0 4-7-14 4-7-14 4-8-0 20-0-0 5-4-0 15-4-0 5-4-2 10-0-0 4-7-14 4-7-14 4-8-0 20-0-0 5-4-0 15-4-0 5-4-2 10-0-0 8- 1 1 - 1 4 0-4-10 7- 1 0 - 1 0 Scale = 1:71.7 Plate Offsets (X, Y):[1:Edge,0-3-0], [2:0-1-0,0-2-0], [3:0-2-8,0-2-0], [4:0-1-4,0-2-0], [5:0-1-13,0-1-8], [7:0-4-8,0-1-8], [8:0-6-0,0-5-4], [9:0-4-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.13 8-9 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.64 Vert(CT)-0.21 8-9 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.69 Horz(CT)0.05 5 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MSH BCDL 7.0 Weight: 220 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud *Except* 8-3:2x4 HF-N No.1/ No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=5726/0-5-8, (min. 0-3-1), 5=5887/0-5-8, (min. 0-3-3) Max Horiz 1=-139 (LC 8) Max Uplift 1=-377 (LC 12), 5=-402 (LC 13) Max Grav 1=5771 (LC 19), 5=5930 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8570/572, 2-14=-5659/397, 3-14=-5492/425, 3-15=-5492/427, 4-15=-5656/399, 4-5=-8540/562 BOT CHORD 1-16=-477/6844, 16-17=-477/6844, 9-17=-477/6844, 9-18=-477/6844, 18-19=-477/6844, 8-19=-477/6844, 8-20=-396/6821, 20-21=-396/6821, 7-21=-396/6821, 7-22=-396/6821, 22-23=-396/6821, 5-23=-396/6821 WEBS 3-8=-426/6242, 4-8=-2904/280, 4-7=-157/2924, 2-8=-2925/288, 2-9=-165/3024 NOTES (12) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 402 lb uplift at joint 5. 11)Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 18-0-12 to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-66, 3-6=-66, 1-5=-14 Concentrated Loads (lb) Vert: 8=-1101, 16=-1102, 17=-1102, 18=-1102, 19=-1101, 20=-1101, 21=-1101, 22=-1101, 23=-1101 Job Truss Truss Type Qty Ply 30222 11th Pl S B02 Common Girder 1 2 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:RVifv4uvalgTD4LuA0zipIz2k?j-OulGguw1uisM7x1l0qgyf_jny3G9LaWGxAI9N6zHArx 5/12/25 Page 10 of 27 912 =4x4 =4x4 =4x4 1 9141312 11 10 2 8 22 23 3 7 4 6 5 1-6-0 -1-6-0 1-6-0 13-6-0 6-0-0 6-0-0 6-0-0 12-0-0 12-0-0 2-0-0 10-0-0 2-0-0 4-0-0 2-0-0 2-0-0 2-0-0 6-0-0 2-0-0 8-0-0 2-0-0 12-0-0 5- 1 1 - 1 4 0-4-10 4- 1 0 - 1 0 Scale = 1:51.7 Plate Offsets (X, Y):[2:0-2-0,0-1-10], [8:0-2-0,0-1-10] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL)n/a -n/a 999 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.39 Vert(CT)n/a -n/a 999 TCDL 8.0 Rep Stress Incr NO WB 0.06 Horz(CT)0.01 12 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 56 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 OTHERS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. REACTIONS All bearings 12-0-0. (lb) -Max Horiz 2=-95 (LC 44) Max Uplift All uplift 100 (lb) or less at joint(s) 11, 13 except 2=-1611 (LC 50), 8=-1614 (LC 51), 10=-121 (LC 50), 14=-121 (LC 49) Max Grav All reactions 250 (lb) or less at joint (s) 10, 12, 14 except 2=1664 (LC 61), 8=1668 (LC 46), 11=294 (LC 22), 13=294 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2475/2454, 3-22=-2009/1998, 3-4=-1750/1730, 4-5=-891/914, 5-6=-879/905, 6-7=-1719/1704, 7-23=-1983/1972, 8-23=-2450/2426 BOT CHORD 2-14=-1948/1996, 13-14=-1391/1439, 12-13=-643/759, 11-12=-643/759, 10-11=-1391/1439, 8-10=-1948/1996 WEBS 4-13=-261/104, 6-11=-261/104 NOTES (14) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 3-0-0, Corner(3R) 3-0-0 to 9-0-0, Exterior(2N) 9-0-0 to 10-6-0, Corner(3E) 10-6-0 to 13-6-0 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 (||) MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 13, 11 except (jt=lb) 2=1611, 8=1614, 14=121, 10=120, 2=1611, 8=1614. 13)This truss has been designed for a total drag load of 340 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 12-0-0 for 340.0 plf. 14)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S C00 Common Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:K_iL5U_wSRzQboxuE0J26Uz4Pk6-OulGguw1uisM7x1l0qgyf_jrP3J3LkMGxAI9N6zHArx 5/12/25 Page 11 of 27 912 =3x8 =3x8 =3x4 =8x8 =4x4 =3x4 =3x8 =3x8 LUS26 LUS26 LUS26 LUS26 LUS26 1 62 16 9 8 7 17 14 15 3 5 4 1-6-0 -1-6-0 2-2-4 8-2-4 2-2-4 6-0-0 3-9-12 12-0-0 3-9-12 3-9-12 2-2-4 8-2-4 2-2-4 6-0-0 3-9-12 3-9-12 3-9-12 12-0-0 5- 1 1 - 1 4 0-4-10 4- 1 0 - 1 0 Scale = 1:50.9 Plate Offsets (X, Y):[2:0-4-8,0-1-8], [3:0-1-4,0-1-8], [4:0-2-0,0-1-12], [5:0-1-4,0-1-8], [6:0-4-8,0-1-8], [7:0-4-12,0-1-8], [8:0-4-0,0-4-12], [9:0-4-12,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.04 9-13 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.46 Vert(CT)-0.07 9-13 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.64 Horz(CT)0.02 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 136 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=3263/0-5-8, (min. 0-1-13), 6=3305/0-5-8, (min. 0-1-13) Max Horiz 2=88 (LC 11) Max Uplift 2=-229 (LC 12), 6=-217 (LC 13) Max Grav 2=3367 (LC 5), 6=3439 (LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-4893/299, 3-14=-4779/313, 3-4=-3348/252, 4-5=-3358/251, 5-15=-4676/307, 6-15=-4710/293 BOT CHORD 2-16=-246/3823, 9-16=-246/3823, 8-9=-246/3823, 7-8=-212/3741, 7-17=-212/3741, 6-17=-212/3741 WEBS 3-9=-119/2176, 3-8=-1958/174, 4-8=-278/3830, 5-8=-1818/174, 5-7=-117/1972 NOTES (12) 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Web connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 3-8 2x4 - 1 row at 0-9-0 oc, Except member 5-8 2x4 - 1 row at 0-9-0 oc, member 4-8 2x4 - 1 row at 0-6-0 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)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6)Unbalanced snow loads have been considered for this design. 7)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 6 and 229 lb uplift at joint 2. 11)Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4- SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-9-4 from the left end to 10-0-12 to connect truss(es) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-66, 4-6=-66, 2-6=-14 Concentrated Loads (lb) Vert: 9=-1102, 8=-1102, 7=-1102, 16=-1102, 17=-1102 Job Truss Truss Type Qty Ply 30222 11th Pl S C01 Common Girder 1 2 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:c4py4DcU_gnkyY5TKh2JOSz2k04-wiBuTYvP7OkWVnTZS79j6mBjwfyjc827jWYbrgzHAry 5/12/25 Page 12 of 27 912 =3x4 =4x4 =2x4 =2x4 =4x4 =2x4 =2x4 =2x4 =4x4 =3x4 1 9192012 11 10 2 8 3 7 64 5 1-6-0 -1-6-0 1-6-0 8-6-0 3-6-0 7-0-0 3-6-0 3-6-0 7-0-0 1-6-0 7-0-0 1-6-0 1-6-0 2-0-0 3-6-0 2-0-0 5-6-0 4- 1 - 6 0-4-10 3- 0 - 2 Scale = 1:44.8 Plate Offsets (X, Y):[3:0-2-0,Edge], [7:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.01 12 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.18 Vert(CT)-0.01 12 >999 240 TCDL 8.0 Rep Stress Incr NO WB 0.03 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 *Except* 7-5,3-5:2x6 DF SS BOT CHORD 2x4 HF-N No.1/No.2 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 6-0-0 oc bracing. REACTIONS (lb/size)2=379/1-0-0, (min. 0-1-8), 8=379/1-0-0, (min. 0-1-8) Max Horiz 2=-61 (LC 44) Max Uplift 2=-621 (LC 48), 8=-621 (LC 51) Max Grav 2=868 (LC 37), 8=868 (LC 38) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-683/592, 6-7=-858/740, 7-8=-960/836, 2-3=-960/836, 3-4=-858/740, 4-5=-683/592 BOT CHORD 2-12=-698/828, 11-12=-436/550, 10-11=-436/533, 8-10=-698/828 NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-6-0 to 1-6-0, Corner(3R) 1-6-0 to 5-6-0, Corner(3E) 5-6-0 to 8-6-0 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 621 lb uplift at joint 8 and 621 lb uplift at joint 2. 11)This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.60) Plate grip DOL=(1.60) Connect truss to resist drag loads along bottom chord from 0-0-0 to 7-0-0 for 230.0 plf. 12)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S D00 Common Structural Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:2W6f0ky_N?iBhfx2x0jevgz2kBF-Hf_nWGzYywMobYLWFglupquaLgkGHYqssoGMWtzHArt 5/12/25 Page 13 of 27 912 =3x4 =2x4 =4x4 =3x4 51 14156 42 16 13 3 1-6-0 8-6-0 1-6-0 -1-6-0 3-6-0 3-6-0 3-6-0 7-0-0 3-6-0 3-6-0 3-6-0 7-0-0 4- 1 - 6 0-4-10 3- 0 - 2 Scale = 1:32 Plate Offsets (X, Y):[2:0-1-13,0-1-8], [4:0-1-13,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)-0.01 6-12 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.14 Vert(CT)-0.01 6-12 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 4 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 28 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=379/0-5-8, (min. 0-1-8), 4=379/0-5-8, (min. 0-1-8) Max Horiz 2=63 (LC 13) Max Uplift 2=-35 (LC 14), 4=-35 (LC 15) Max Grav 2=530 (LC 21), 4=530 (LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-13=-351/31, 2-16=-351/123 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Exterior(2R) 1-6-0 to 5-6-0, Exterior(2E) 5-6-0 to 8-6-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35 lb uplift at joint 4 and 35 lb uplift at joint 2. 9)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S D01 Common 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:65tcvVjZGFgenpKXq_GGC2z2k3p-lsY9kc_AjEUfDiwjpOG7M1Rla4470_v?5S?w2JzHArs 5/12/25 Page 14 of 27 912 =4x4 =2x4 =2x4 1 6 5 2 10 3 4 1-6-0 -1-6-0 5-11-8 5-11-8 0-2-14 5-11-8 5-8-10 5-8-10 5- 1 1 - 8 0-4-10 4- 1 0 - 4 Scale = 1:45.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.09 6-9 >763 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.41 Vert(CT)-0.13 6-9 >520 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=340/0-5-8, (min. 0-1-8), 6=235/ Mechanical Max Horiz 2=126 (LC 13) Max Uplift 2=-22 (LC 14), 6=-45 (LC 14) Max Grav 2=416 (LC 21), 6=372 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-293/72 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 2-11-8, Exterior(2E) 2-11-8 to 5-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 6 and 22 lb uplift at joint 2. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S D02 Monopitch 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:IZgu3Ktnfkm0JZf_S8_m5Iz2k2J-lsY9kc_AjEUfDiwjpOG7M1RfJ40w0_W?5S?w2JzHArs 5/12/25 Page 15 of 27 912 =4x4 =4x8 =2x4 =2x4 1 6 5 2 11 3 4 1-6-0 -1-6-0 5-11-8 5-11-8 0-3-4 5-11-8 0-6-8 0-6-8 5-1-12 5-8-4 5- 1 1 - 8 0-4-10 4- 1 0 - 4 Scale = 1:45.3 Plate Offsets (X, Y):[2:0-1-12,0-2-6], [2:0-0-8,0-7-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)0.04 6-10 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.24 Vert(CT)-0.04 6-10 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud WEDGE Left: 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 5-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=392/0-5-8, (min. 0-1-8), 6=183/ Mechanical Max Horiz 2=125 (LC 13) Max Uplift 2=-25 (LC 14), 6=-42 (LC 14) Max Grav 2=479 (LC 21), 6=309 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-199/259, 3-6=-264/61 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior (1) 1-6-0 to 2-11-8, Exterior(2E) 2-11-8 to 5-11-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 6 and 25 lb uplift at joint 2. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S D03 Monopitch 2 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:FmNxBSW1B1RV9jDA3nRCkTz2k1U-lsY9kc_AjEUfDiwjpOG7M1RhW43a0_W?5S?w2JzHArs 5/12/25 Page 16 of 27 4 12 =3x4 1 4 2 3 1-6-0 -1-6-0 1-11-8 1-11-8 1-11-8 1- 5 - 8 0-3-15 0- 1 1 - 1 2 Scale = 1:28.9 Plate Offsets (X, Y):[2:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 7 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 7 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=215/1-11-8, (min. 0-1-8), 3=32/1-11-8, (min. 0-1-8), 4=8/0-3-8, (min. 0-1-8) Max Horiz 2=35 (LC 10) Max Uplift 2=-60 (LC 10), 3=-16 (LC 20), 4=-22 (LC 20) Max Grav 2=295 (LC 21), 3=44 (LC 21), 4=25 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (8) 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone 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; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 3, 4, 2. 8)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S E00 Monopitch 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:OkX_imlKf98mkmMCnFr15gz2k6M-oTQPJwywBdEx_OmKhzEfGcLP4GQ3Y51ie8Wp_RzHAru 5/12/25 Page 17 of 27 4 12 =3x4 1 4 2 3 1-6-0 -1-6-0 1-11-8 1-11-8 1-11-8 1- 5 - 8 0-3-15 0- 1 1 - 1 2 Scale = 1:28.9 Plate Offsets (X, Y):[2:0-1-14,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL)0.00 7 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.05 Vert(CT)0.00 7 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 7 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=215/0-5-8, (min. 0-1-8), 3=32/ Mechanical, 4=8/ Mechanical Max Horiz 2=35 (LC 10) Max Uplift 2=-60 (LC 10), 3=-16 (LC 20), 4=-22 (LC 20) Max Grav 2=295 (LC 21), 3=43 (LC 21), 4=24 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (9) 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone 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; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 16 lb uplift at joint 3, 60 lb uplift at joint 2 and 22 lb uplift at joint 4. 9)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S E01 Jack-Open 9 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:Kr7JYeZwBYFvRSjJPc3W_Wz2k6b-oTQPJwywBdEx_OmKhzEfGcLP4GQ3Y51ie8Wp_RzHAru 5/12/25 Page 18 of 27 4 12 =2x4 3 1 2 1-11-8 1-11-8 0- 1 1 - 1 2 0-3-15 0- 1 1 - 1 2 Scale = 1:32.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)0.00 6-7 >999 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.16 Vert(CT)0.00 6 >999 240 TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 5 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=77/1-11-8, (min. 0-1-8), 3=80/0-3-8, (min. 0-1-8) Max Horiz 1=16 (LC 10) Max Uplift 1=-4 (LC 10), 3=-10 (LC 11) Max Grav 1=96 (LC 20), 3=99 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (7) 1)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone 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; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 3-06-00 tall by 2-00-00 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 4 lb uplift at joint 1, 10 lb uplift at joint 3 and 4 lb uplift at joint 1. 7)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S E02 Monopitch 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:Rdxfruwk7m0e13?49vcYCrz2k67-Hf_nWGzYywMobYLWFglupqucrgkbHYHssoGMWtzHArt 5/12/25 Page 19 of 27 3.512 =4x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 =2x4 1 10 9 8 7 2 15 3 4 5 6 2-0-0 -2-0-0 10-0-0 10-0-0 10-0-0 2-0-0 6-0-0 2-0-0 8-0-0 2-0-0 10-0-0 4-0-0 4-0-0 3- 9 - 1 0 0-3-14 3- 2 - 1 4 Scale = 1:43 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)n/a -n/a 999 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 7 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 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. REACTIONS All bearings 10-0-0. (lb) -Max Horiz 2=89 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 7, 8, 9, 10 Max Grav All reactions 250 (lb) or less at joint (s) 7, 8, 9 except 2=358 (LC 20), 10=330 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-265/117 NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -2-0-0 to 0-11-2, Exterior(2N) 0-11-2 to 6-10-4, Corner(3E) 6-10-4 to 9-10-4 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 7, 8, 9, 10, 2. 12)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S M01E Monopitch Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:tPAP6dVfClg95CwvIpbloEzI9O7-lsY9kc_AjEUfDiwjpOG7M1Riw45S0_k?5S?w2JzHArs 5/12/25 Page 20 of 27 3.512 =3x8 =2x4 =3x4 =2x4 1 7 6 2 11 3 12 4 5 2-0-0 -2-0-0 3-10-10 10-0-0 6-1-6 6-1-6 0-3-4 10-0-0 9-8-12 9-8-12 3- 9 - 1 0 0-3-14 3- 2 - 1 4 Scale = 1:41.7 Plate Offsets (X, Y):[2:0-0-9,Edge], [7:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL)-0.24 7-10 >482 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.54 Vert(CT)-0.43 7-10 >273 240 TCDL 8.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.01 7 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 37 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=534/0-5-8, (min. 0-1-8), 7=398/ Mechanical Max Horiz 2=89 (LC 13) Max Uplift 2=-91 (LC 10), 7=-45 (LC 14) Max Grav 2=608 (LC 21), 7=536 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-777/170, 3-11=-750/159 BOT CHORD 2-7=-194/720 WEBS 3-7=-792/189 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -2-0-0 to 0-11-2, Interior (1) 0-11-2 to 7-0-0, Exterior(2E) 7-0-0 to 10-0-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 2 and 45 lb uplift at joint 7. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S M02 Monopitch 9 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:qKM0gxxEkpC2PkgqPNEBFqzI9NZ-lsY9kc_AjEUfDiwjpOG7M1RhW4_t0wT?5S?w2JzHArs 5/12/25 Page 21 of 27 3.512 =4x4 =2x4 =3x4 =2x4 6 5 1 10 11 2 12 3 4 3-10-10 10-0-0 6-1-6 6-1-6 0-3-4 10-0-0 9-8-12 9-8-12 3- 2 - 1 4 0-3-14 3- 2 - 1 4 Scale = 1:40.1 Plate Offsets (X, Y):[1:0-3-13,Edge], [6:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.24 6-9 >482 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.44 6-9 >266 240 TCDL 8.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.01 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=389/0-5-8, (min. 0-1-8), 6=411/ Mechanical Max Horiz 1=81 (LC 13) Max Uplift 1=-34 (LC 10), 6=-48 (LC 14) Max Grav 1=463 (LC 20), 6=550 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-808/174, 10-11=-785/175, 2-11=-777/182 BOT CHORD 1-6=-160/755 WEBS 2-6=-831/218 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 7-0-0, Exterior(2E) 7-0-0 to 10-0-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1 and 48 lb uplift at joint 6. 9)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S M03 Monopitch 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:uUH6OtKJBeEVFf6_H5phYazI9N3-D26Xxx_oUYcWrsVvM5nMuFzreTKylNO9K6lTamzHArr 5/12/25 Page 22 of 27 3.512 =3x6 =2x4 =3x4 =2x4 6 5 1 10 11 2 3 4 3-10-10 10-0-0 6-1-6 6-1-6 0-3-4 10-0-0 9-8-12 9-8-12 3- 2 - 1 4 0-3-14 3- 2 - 1 4 Scale = 1:40.1 Plate Offsets (X, Y):[1:0-1-5,Edge], [6:0-1-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.24 6-9 >482 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.55 Vert(CT)-0.44 6-9 >266 240 TCDL 8.0 Rep Stress Incr YES WB 0.28 Horz(CT)0.01 6 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 34 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=389/ Mechanical, 6=411/ Mechanical Max Horiz 1=81 (LC 13) Max Uplift 1=-34 (LC 10), 6=-47 (LC 10) Max Grav 1=463 (LC 20), 6=550 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-808/174, 10-11=-785/175, 2-11=-777/183 BOT CHORD 1-6=-165/755 WEBS 2-6=-831/224 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 5-9-1, Exterior(2R) 5-9-1 to 10-0-0 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 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 34 lb uplift at joint 1 and 47 lb uplift at joint 6. 9)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S M03A Jack-Closed 7 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:jvAoDlbknj8EWBNP7Qj4_QzI9Mi-D26Xxx_oUYcWrsVvM5nMuFzreTKylNO9K6lTamzHArr 5/12/25 Page 23 of 27 3.512 =2x4 13 12 11 10 9 8 1 17 2 3 4 5 6 7 10-0-0 10-0-0 0-4-0 4-4-0 0-4-0 6-0-0 1-4-0 5-8-0 2-0-0 8-0-0 2-0-0 10-0-0 4-0-0 4-0-0 3- 2 - 1 4 0-3-14 3- 2 - 1 4 Scale = 1:52.1 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.13 Vert(TL)n/a -n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.07 Horiz(TL)n/a -n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 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. REACTIONS All bearings 10-0-0. (lb) -Max Horiz 1=81 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 8, 9, 10, 11, 13 except 12=-292 (LC 20) Max Grav All reactions 250 (lb) or less at joint (s) 1, 8, 9, 10, 11, 12 except 13=642 (LC 20) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-374/188 NOTES (12) 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 6-10-4, Corner(3E) 6-10-4 to 9-10-4 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 5)Unbalanced snow loads have been considered for this design. 6)All plates are 2x4 (||) MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 8, 11, 9, 10, 13 except (jt=lb) 12=292. 12)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S M04E Monopitch Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:yeDC6qiNfUGy5aZ79pNCrJzI9MZ-hEgv8H?QFrlNS045woIbRSW69tmmUtwIYmU07CzHArq 5/12/25 Page 24 of 27 3.512 =4x4 =3x4 =4x4 111 17 16 15 14 13 12 102 3 9252648 756 2-0-0 16-5-8 2-0-0 -2-0-0 7-2-12 7-2-12 7-2-12 14-5-8 14-5-8 1-4-0 7-10-12 1-4-0 9-2-12 1-4-0 6-6-12 2-0-0 5-2-12 2-0-0 11-2-12 3-2-12 3-2-12 3-2-12 14-5-8 2- 1 1 - 1 5 0-3-14 2- 5 - 3 Scale = 1:41.4 Plate Offsets (X, Y):[6:0-2-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)n/a -n/a 999 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.12 Vert(CT)n/a -n/a 999 TCDL 8.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 10 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x4 HF-N No.1/No.2 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. REACTIONS All bearings 14-5-8. (lb) -Max Horiz 2=31 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 13, 16, 17 Max Grav All reactions 250 (lb) or less at joint (s) 13, 14, 15, 16 except 2=369 (LC 20), 10=369 (LC 20), 12=288 (LC 22), 17=288 (LC 21) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (14) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -2-0-0 to 0-11-2, Exterior(2N) 0-11-2 to 4-2-12, Corner(3R) 4-2-12 to 10-2-12, Exterior(2N) 10-2-12 to 13-5-8, Corner(3E) 13-5-8 to 16-5-8 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 3) 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. 4)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; 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 12.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)All plates are 2x4 (||) MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 10, 16, 17, 13, 12, 2, 10. 13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 18. 14)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S P01E Common Supported Gable 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:NmyBtT9bxrxi1GuFq4Ytr7zI9M_-hEgv8H?QFrlNS045woIbRSW2QtnwUuPIYmU07CzHArq 5/12/25 Page 25 of 27 3.512 =4x10 =2x4 =6x6 =5x6 =6x6 =2x4 =4x10 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 5116 12 7 13 14 6 15 42 3 3-3-0 3-3-0 3-3-0 14-5-8 3-11-12 7-2-12 3-11-12 11-2-8 4-8-0 9-6-13 4-10-11 14-5-8 4-10-12 4-10-12 0-3-14 2- 5 - 3 Scale = 1:37.3 Plate Offsets (X, Y):[1:0-3-4,0-0-9], [5:0-2-4,0-0-1], [6:0-2-8,0-4-4], [7:0-2-8,0-4-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.23 6-7 >733 360 MT20 185/148 Snow (Pf)25.0 Lumber DOL 1.15 BC 0.91 Vert(CT)-0.34 6-7 >501 240 TCDL 8.0 Rep Stress Incr NO WB 0.71 Horz(CT)0.05 5 n/a n/a BCLL 0.0 *Code IBC2021/TPI2014 Matrix-MP BCDL 7.0 Weight: 63 lb FT = 20% LUMBER TOP CHORD 2x4 HF-N No.1/No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=2092/0-3-8, (min. 0-2-5), 5=2184/0-3-8, (min. 0-2-7) Max Horiz 1=-23 (LC 13) Max Uplift 1=-187 (LC 8), 5=-196 (LC 9) Max Grav 1=2185 (LC 18), 5=2276 (LC 19) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5830/528, 2-3=-5335/449, 3-4=-5341/449, 4-5=-5834/529 BOT CHORD 1-12=-512/5606, 7-12=-512/5606, 7-13=-281/3514, 13-14=-281/3514, 6-14=-281/3514, 6-15=-494/5610, 5-15=-494/5610, 5-16=-327/3802, 5-16=-327/3797 WEBS 2-7=-590/117, 3-7=-166/2111, 3-6=-166/2116, 4-6=-589/117 NOTES (10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 1 and 196 lb uplift at joint 5. 8)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-4-12 from the left end to 13-4-12 to connect truss(es) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-66, 3-5=-66, 1-5=-14 Concentrated Loads (lb) Vert: 6=-449, 9=-449, 12=-449, 13=-449, 14=-449, 15=-449, 16=-449 Job Truss Truss Type Qty Ply 30222 11th Pl S P02 Common Girder 1 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:4y5PXiUXa8KtmPSRvFXCRpzI9LZ-hEgv8H?QFrlNS045woIbRSWwztaZUjxIYmU07CzHArq 5/12/25 Page 26 of 27 2 1 1-10-6 1-10-6 0-3-8 Scale = 1:22.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)25.0 Plate Grip DOL 0.90 TC 0.00 Vert(LL)0.00 1-2 >999 360 Snow (Pf)25.0 Plate Metal DOL 0.90 BC 0.04 Vert(CT)0.00 1-2 >999 240 TCDL 8.0 Lumber DOL 0.90 WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 *Rep Stress Incr YES Matrix-MP BCDL 7.0 Code IBC2021/TPI2014 Weight: 3 lb FT = 20% LUMBER TOP CHORD BOT CHORD 2x4 DF Stud WEBS 2x4 DF Stud BRACING BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=13/0-3-8, (min. 0-1-8), 2=13/0-3-8, (min. 0-1-8) Max Grav 1=31 (LC 7), 2=31 (LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES (5) 1)TCLL: ASCE 7-16; Pr=25.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (Lum DOL = 1.15 Plate DOL = 1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=; Ct=1.10 2)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 30222 11th Pl S Z01 COMMON 80 1 Job Reference (optional)J1182641 The Truss Company, Sumner, WA 98390, TSE Run: 25.10 S Apr 28 2025 Print: 25.1.0 S Apr 28 2025 MiTek Industries, Inc. Mon May 12 15:09:15 Page: 1 ID:qBb7mut4SA0Mm8qK1IZJsiz2iPk-hEgv8H?QFrlNS045woIbRSW8VtoAUu0IYmU07CzHArq 5/12/25 Page 27 of 27 PR O D U C T C O D E A P P R O V A L S LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . di a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r wi d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s ma y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I br a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r st a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g de s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d al l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h jo i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t lo c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m th e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r sh a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r us e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e re s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o ca m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s in d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d in a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t sp e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t sp a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , or l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r ap p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e en v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h pr o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s an d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e is n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h AN S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c or o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 ER - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 1 "4/3 PL A T E L O C A T I O N A N D O R I E N T A T I O N Sy m b o l s Nu m b e r i n g S y s t e m Ge n e r a l S a f e t y N o t e s * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l Pl a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , Gu i d e t o G o o d P r a c t i c e f o r H a n d l i n g , In s t a l l i n g & B r a c i n g o f M e t a l P l a t e Co n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s