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2020.0023 Truss Profiles TriplexJob 2482953 Truss A01 Truss Type GABLE Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:14 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-cOnSqN9_t6O?U?9wI9?TncTusr2_DMlKR4Vb1oyakxp Scale = 1:54.3 T3 T3 B1 W7 W6 W5 W4 W3 W2 W1 W6 W5W4 W3 W2W1 T4 T4 T1 T2 T1 T2 B3B2 ST7 ST8 ST5 ST6 ST3 ST4 HW1 HW1 ST1 ST2 ST7 ST8 ST5 ST6 ST3 ST4 ST1 ST2 SB1 SB2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 5x12 MT20HS 3x4 5x12 3x6 3x6 5x12 MT20HS 3x4 6x10 10x10 4x6 8x16 MT20HS WB 10x10 6x10 3x4 3x4 8x8 5x12 3x4 6x10 4x12 3x4 6x10 3x4 3x4 8x8 5x12 3x4 6x10 4x12 3x4 3x8 3x4 3x8 3x4 6x10 10x10 4x6 8x16 MT20HS WB 5-8-15 10-5-5 15-1-10 19-10-0 24-6-6 29-2-11 33-11-1 39-8-0 2-0-0 39-8-0 2-0-0 -2-0-0 2-0-0 5-8-15 5-8-15 10-5-5 4-8-6 15-1-10 4-8-6 19-10-0 4-8-6 24-6-6 4-8-6 29-2-11 4-8-6 33-11-1 4-8-6 39-8-0 5-8-15 41-8-0 2-0-0 0-4-18-5-58-3-78-7-39-4-150-4-15.00 12 Plate Offsets (X,Y)-- [2:0-7-14,0-0-15], [2:1-9-15,0-1-15], [2:0-0-0,0-0-4], [14:0-0-0,0-0-4], [14:1-9-15,0-1-15], [14:0-7-14,0-0-15], [17:0-4-0,0-4-4], [19:0-3-8,0-4-8], [21:0-3-8,0-4-8], [22:0-0-0,0-2-12], [23:0-4-0,0-4-4], [33:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.84 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.57 -0.87 0.27 (loc) 20-21 20-21 14 l/defl >819 >538 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 321 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Left: 2x6 DF No.2, Right: 2x6 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-20, 11-19, 6-20, 5-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=4614/0-5-8 (req. 0-7-10), 14=4614/0-5-8 (req. 0-7-10) Max Horz2=107(LC 14) Max Uplift2=-413(LC 10), 14=-413(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11145/990, 3-4=-9874/909, 4-49=-9848/912, 5-49=-9820/920, 5-50=-8230/768, 6-50=-8160/775, 6-7=-6682/640, 7-8=-6589/649, 8-9=-6589/649, 9-10=-6682/640, 10-51=-8160/775, 11-51=-8230/768, 11-52=-9820/920, 12-52=-9848/912, 12-13=-9874/909, 13-14=-11145/994 BOT CHORD 2-53=-965/10281, 53-54=-965/10281, 24-54=-965/10281, 24-55=-965/10281, 55-56=-965/10281, 56-57=-965/10281, 23-57=-965/10281, 23-58=-843/9090, 22-58=-843/9090, 22-59=-843/9090, 21-59=-843/9090, 21-60=-653/7533, 60-61=-653/7533, 20-61=-653/7533, 20-62=-571/7533, 62-63=-571/7533, 19-63=-571/7533, 19-64=-736/9090, 18-64=-736/9090, 18-65=-736/9090, 17-65=-736/9090, 17-66=-860/10281, 66-67=-860/10281, 67-68=-860/10281, 16-68=-860/10281, 16-69=-860/10281, 69-70=-860/10281, 14-70=-860/10281 WEBS 8-20=-423/4711, 10-20=-2456/295, 10-19=-195/2166, 11-19=-2079/253, 11-17=-127/1614, 13-17=-1313/137, 13-16=0/634, 6-20=-2456/295, 6-21=-195/2166, 5-21=-2079/253, 5-23=-127/1614, 3-23=-1313/135, 3-24=0/634 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) WARNING: Required bearing size at joint(s) 2, 14 greater than input bearing size. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2 and 413 lb uplift at joint 14. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 17 lb up at 8-0-0, and 77 lb down and 17 lb up at 31-8-0 on top chord, and 118 lb down at 2-0-12, 114 lb down at 4-0-12, 466 lb down and 84 lb up at 6-0-12, 341 lb down and 47 lb up at 8-0-12, 341 lb down and 47 lb up at 10-0-12, 341 lb down and 47 lb up at 12-0-12, 341 lb down and 47 lb up at 14-0-12, 341 lb down and 47 lb up at 16-0-12, 341 lb down and 47 lb up at 18-0-12, 341 lb down and 47 lb up at 19-10-0, 341 lb down and 47 lb up at 21-7-4, 341 lb down and 47 lb up at 23-7-4, 341 lb down and 47 lb up at 25-7-4, 341 lb down and 47 lb up at 27-7-4, 341 lb down and 47 lb up at 29-7-4, 341 lb down and 47 lb up at 31-7-4, 466 lb down and 84 lb up at 33-7-4, and 114 lb down at 35-7-4, and 118 lb down at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-64, 8-15=-64, 2-14=-20 Concentrated Loads (lb) Vert: 20=-341(F) 49=-28(F) 52=-28(F) 53=-59(F) 54=-57(F) 55=-466(F) 56=-341(F) 57=-341(F) 58=-341(F) 59=-341(F) 60=-341(F) 61=-341(F) 62=-341(F) 63=-341(F) 64=-341(F) 65=-341(F) 66=-341(F) 67=-341(F) 68=-466(F) 69=-57(F) 70=-59(F) Job 2482953 Truss A01A Truss Type GABLE Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:16 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-YmuCF2AEPjejjJJIPa1xt1YE3ekRhGCduO_h5gyakxn Scale = 1:53.3 T3 T3 B1 W7 W6 W5 W4 W3 W2 W1 W6 W5W4 W3 W2W1 T1 T2 T4T2 B3B2 ST7 ST8 ST5 ST6 ST3 ST4 HW1 HW1 ST1 ST2 ST7 ST8 ST5 ST6 ST3 ST4 ST1 ST2 SB1 SB2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 3x4 8x16 MT20HS 5x12 3x6 3x6 3x6 3x6 3x4 8x16 MT20HS 4x12 10x10 8x16 MT20HS WB 10x10 6x10 3x6 3x6 8x8 5x12 6x10 4x12 3x4 6x10 3x6 3x6 8x8 5x12 6x10 4x12 3x4 4x12 10x10 8x16 MT20HS WB 5-8-15 10-5-5 15-1-10 19-10-0 24-6-6 29-2-11 33-11-1 39-8-0 2-0-0 39-8-0 -2-0-0 2-0-0 5-8-15 5-8-15 10-5-5 4-8-6 15-1-10 4-8-6 19-10-0 4-8-6 24-6-6 4-8-6 29-2-11 4-8-6 33-11-1 4-8-6 39-8-0 5-8-15 0-4-18-5-58-3-78-7-39-4-150-4-15.00 12 Plate Offsets (X,Y)-- [2:1-9-11,0-1-14], [2:0-5-6,0-1-13], [4:0-0-12,0-1-12], [4:0-0-12,0-1-12], [10:0-0-12,0-1-12], [10:0-0-12,0-1-12], [12:1-9-11,0-1-14], [12:0-5-6,0-1-13], [14:0-4-0,0-4-4], [16:0-3-8,0-4-8], [18:0-3-8,0-4-8], [19:0-0-0 ,0-2-12], [20:0-4-0,0-4-4], [30:0-1-12,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.84 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.58 -0.88 0.27 (loc) 16-17 16-17 12 l/defl >816 >536 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 318 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 WEDGE Left: 2x6 DF No.2, Right: 2x6 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-17, 9-16, 6-17, 5-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=4618/0-5-8 (req. 0-7-10), 12=4467/Mechanical Max Horz2=117(LC 32) Max Uplift2=-414(LC 10), 12=-378(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11156/991, 3-46=-9885/912, 4-46=-9830/913, 4-5=-9809/921, 5-47=-8240/769, 6-47=-8165/776, 6-7=-6692/652, 7-8=-6692/650, 8-48=-8178/781, 9-48=-8247/773, 9-10=-9828/929, 10-49=-9849/921, 11-49=-9904/921, 11-12=-11211/1017 BOT CHORD 2-50=-976/10291, 50-51=-976/10291, 21-51=-976/10291, 21-52=-976/10291, 52-53=-976/10291, 53-54=-976/10291, 20-54=-976/10291, 20-55=-854/9100, 19-55=-854/9100, 19-56=-854/9100, 18-56=-854/9100, 18-57=-664/7542, 57-58=-664/7542, 17-58=-664/7542, 17-59=-582/7549, 59-60=-582/7549, 16-60=-582/7549, 16-61=-765/9116, 15-61=-765/9116, 15-62=-765/9116, 14-62=-765/9116, 14-63=-904/10360, 63-64=-904/10360, 64-65=-904/10360, 13-65=-904/10360, 13-66=-904/10360, 66-67=-904/10360, 12-67=-904/10360 WEBS 7-17=-426/4720, 8-17=-2467/298, 8-16=-198/2176, 9-16=-2092/257, 9-14=-132/1632, 11-14=-1371/154, 11-13=0/649, 6-17=-2431/295, 6-18=-195/2166, 5-18=-2077/253, 5-20=-127/1615, 3-20=-1316/135, 3-21=0/634 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 12) Refer to girder(s) for truss to truss connections. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 2 and 378 lb uplift at joint 12. 14) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 17 lb up at 8-0-0, and 77 lb down and 17 lb up at 31-8-0 on top chord, and 118 lb down at 2-0-12, 114 lb down at 4-0-12, 466 lb down and 84 lb up at 6-0-12, 341 lb down and 47 lb up at 8-0-12, 341 lb down and 47 lb up at 10-0-12, 341 lb down and 47 lb up at 12-0-12, 341 lb down and 47 lb up at 14-0-12, 341 lb down and 47 lb up at 16-0-12, 341 lb down and 47 lb up at 18-0-12, 341 lb down and 47 lb up at 19-10-0, 341 lb down and 47 lb up at 21-7-4, 341 lb down and 47 lb up at 23-7-4, 341 lb down and 47 lb up at 25-7-4, 341 lb down and 47 lb up at 27-7-4, 341 lb down and 47 lb up at 29-7-4, 341 lb down and 47 lb up at 31-7-4, 466 lb down and 84 lb up at 33-7-4, and 114 lb down at 35-7-4, and 118 lb down at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-64, 7-12=-64, 2-12=-20 Concentrated Loads (lb) Vert: 17=-341(B) 46=-28(B) 49=-28(B) 50=-59(B) 51=-57(B) 52=-466(B) 53=-341(B) 54=-341(B) 55=-341(B) 56=-341(B) 57=-341(B) 58=-341(B) 59=-341(B) 60=-341(B) 61=-341(B) 62=-341(B) 63=-341(B) 64=-341(B) 65=-466(B) 66=-57(B) 67=-59(B) Job 2482953 Truss A02 Truss Type Common Qty 15 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:16 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-YmuCF2AEPjejjJJIPa1xt1YCxeiDhQVduO_h5gyakxn Scale = 1:52.3 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T1 B3B2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 2427 2825 26 3x8 5x8 3x8 3x8 4x8 3x8 3x4 3x4 2x4 3x4 3x4 2x4 4x8 3x8 9-10-0 19-10-0 29-10-0 39-8-0 2-0-0 39-8-0 2-0-0 -2-0-0 2-0-0 7-0-9 7-0-9 13-11-6 6-10-13 19-10-0 5-10-10 25-8-10 5-10-10 32-7-7 6-10-13 39-8-0 7-0-9 41-8-0 2-0-0 0-4-18-7-39-4-150-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-4-2,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.98 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.42 -0.73 0.18 (loc) 12-14 12-14 10 l/defl >999 >645 n/a L/d 240 180 n/a PLATES MT20 Weight: 157 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 *Except* B2: 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1789/0-5-8 (min. 0-2-15), 10=1789/0-5-8 (min. 0-2-15) Max Horz2=109(LC 12) Max Uplift2=-155(LC 12), 10=-155(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3504/238, 3-17=-3427/258, 3-4=-3184/213, 4-18=-3096/218, 5-18=-3028/230, 5-19=-2202/223, 6-19=-2121/240, 6-20=-2121/240, 7-20=-2203/223, 7-21=-3028/230, 8-21=-3096/217, 8-9=-3184/213, 9-22=-3427/258, 10-22=-3504/238 BOT CHORD 2-16=-275/3141, 16-23=-153/2512, 15-23=-153/2512, 15-24=-153/2512, 24-27=-153/2512, 14-27=-153/2512, 14-28=-86/2512, 25-28=-86/2512, 13-25=-86/2512, 13-26=-86/2512, 12-26=-86/2512, 10-12=-166/3141 WEBS 6-14=-65/1303, 7-14=-949/180, 7-12=-19/601, 9-12=-402/157, 5-14=-949/180, 5-16=-19/601, 3-16=-402/157 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 15-10-6, Exterior(2) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 37-8-6, Exterior(2) 37-8-6 to 41-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 lb uplift at joint 2 and 155 lb uplift at joint 10. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss A03 Truss Type Common Qty 16 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:17 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-1zSaTOBtA1maLTuVzHYAPF5LH26NQtam72kFe7yakxm Scale = 1:50.5 T2 T2 B1 W3 W2 W4 W1 W3 W2 W1 T1 T3 B3B2 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 25 3x8 5x8 3x8 3x8 4x8 3x4 3x4 2x4 3x10 3x4 3x4 2x4 3x8 4x8 9-10-0 19-10-0 29-10-0 39-8-0 2-0-0 39-8-0 -2-0-0 2-0-0 7-0-9 7-0-9 13-11-6 6-10-13 19-10-0 5-10-10 25-8-10 5-10-10 32-7-7 6-10-13 39-8-0 7-0-9 0-4-18-7-39-4-150-4-15.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-4-2,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.73 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.39 -0.68 0.16 (loc) 13-15 13-15 10 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 Weight: 162 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* T3: 2x4 DF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1800/0-5-8 (min. 0-2-15), 10=1650/Mechanical Max Horz2=118(LC 12) Max Uplift2=-156(LC 12), 10=-121(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3532/239, 3-16=-3454/259, 3-4=-3212/226, 4-17=-3125/241, 5-17=-3040/242, 5-18=-2230/236, 6-18=-2148/253, 6-19=-2148/253, 7-19=-2229/236, 7-20=-3127/278, 8-20=-3193/276, 8-9=-3283/258, 9-21=-3529/303, 10-21=-3611/291 BOT CHORD 2-15=-285/3166, 15-22=-163/2538, 14-22=-163/2538, 14-23=-163/2538, 13-23=-163/2538, 13-24=-139/2561, 12-24=-139/2561, 12-25=-139/2561, 11-25=-139/2561, 10-11=-226/3274 WEBS 7-13=-982/184, 7-11=-31/672, 6-13=-73/1322, 9-11=-463/168, 5-13=-924/179, 5-15=-18/602, 3-15=-399/158 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-11-10, Interior(1) 1-11-10 to 15-10-6, Exterior(2) 15-10-6 to 23-9-10, Interior(1) 23-9-10 to 35-7-10, Exterior(2) 35-7-10 to 39-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 2 and 121 lb uplift at joint 10. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss A04 Truss Type Common Supported Gable Qty 4 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:17 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-1zSaTOBtA1maLTuVzHYAPF5SW2EEQvJm72kFe7yakxm Scale = 1:52.3 T2 T2 B1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 41 42 43 44 3x8 5x8 3x8 3x6 5x8 3x6 39-8-0 2-0-0 39-8-0 2-0-0 -2-0-0 2-0-0 19-10-0 19-10-0 39-8-0 19-10-0 41-8-0 2-0-0 0-4-18-7-39-4-150-4-15.00 12 Plate Offsets (X,Y)-- [32:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.23 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.01 (loc) 23 23 22 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 192 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 12-32 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 39-8-0. (lb) - Max Horz2=109(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 33, 34, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25, 24, 22 Max Grav All reactions 250 lb or less at joint(s) 32, 34, 35, 36, 37, 38, 39, 30, 29, 28, 27, 26, 25 except 2=361(LC 18), 33=261(LC 19), 40=256(LC 19), 31=261(LC 20), 24=256(LC 20), 22=361(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-11-10, Exterior(2) 1-11-10 to 15-10-0, Corner(3) 15-10-0 to 23-10-0, Exterior(2) 23-10-0 to 37-8-6, Corner(3) 37-8-6 to 41-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 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 3-6-0 tall by 2-0-0 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, 33, 34, 35, 36, 37, 38, 39, 40, 31, 30, 29, 28, 27, 26, 25, 24, 22. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss B01 Truss Type Common Supported Gable Qty 2 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:18 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-V90ygkCVxKuRzdThX_3PySedFSZ79OrwMhToAZyakxl Scale = 1:20.3 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x4 3x6 3x6 13-0-0 2-0-0 13-0-0 2-0-0 -2-0-0 2-0-0 6-6-0 6-6-0 13-0-0 6-6-0 15-0-0 2-0-0 0-4-13-0-93-10-50-4-15.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.25 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF No.2 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-0-0. (lb) - Max Horz2=42(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=380(LC 18), 8=380(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 3-6-0, Corner(3) 3-6-0 to 9-6-0, Exterior(2) 9-6-0 to 12-0-0, Corner(3) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 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 3-6-0 tall by 2-0-0 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, 8, 13, 14, 11, 10. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 8. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss B02 Truss Type Common Girder Qty 1 Ply 2 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:19 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-zLaLt4C7ie0Ian1t4iaeUgAmcsoeukH3bLDMi?yakxk Scale = 1:15.6 T1 T1 B1 W2 W1 W2 W1 1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 3x10 4x12 3x10 8x8 2x4 8x8 2x4 4-8-3 8-3-13 13-0-0 13-0-0 3-9-5 3-9-5 6-6-0 2-8-11 9-2-11 2-8-11 13-0-0 3-9-5 0-4-13-0-90-4-15.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-1-5], [5:0-5-0,0-1-5], [6:0-4-0,0-4-12], [7:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.68 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.13 -0.22 0.04 (loc) 6-7 6-7 5 l/defl >999 >696 n/a L/d 240 180 n/a PLATES MT20 Weight: 109 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5367/0-5-8 (min. 0-4-7), 5=5465/0-5-8 (min. 0-4-8) Max Horz1=-32(LC 28) Max Uplift1=-427(LC 10), 5=-435(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9776/781, 2-8=-9679/769, 3-8=-9668/778, 3-9=-9677/779, 4-9=-9688/770, 4-5=-9786/782 BOT CHORD 1-10=-724/8960, 10-11=-724/8960, 7-11=-724/8960, 7-12=-488/6477, 12-13=-488/6477, 6-13=-488/6477, 6-14=-694/8970, 14-15=-694/8970, 5-15=-694/8970 WEBS 3-6=-356/4368, 3-7=-354/4353 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=427, 5=435. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1630 lb down and 141 lb up at 1-6-12, 1630 lb down and 141 lb up at 3-6-12, 1630 lb down and 141 lb up at 5-6-12, 1630 lb down and 141 lb up at 7-6-12, and 1630 lb down and 141 lb up at 9-6-12, and 1630 lb down and 141 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 1-5=-20 Concentrated Loads (lb) Vert: 10=-1630(B) 11=-1630(B) 12=-1630(B) 13=-1630(B) 14=-1630(B) 15=-1630(B) Job 2482953 Truss B03 Truss Type Common Girder Qty 1 Ply 2 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:19 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-zLaLt4C7ie0Ian1t4iaeUgAjrsneuiA3bLDMi?yakxk Scale = 1:15.6 T1 T1 B1 W2 W1 W2 W1 1 2 3 4 5 7 6 8 9 10 11 12 13 144x12 7x10 MT18HS 4x12 10x10 2x4 10x10 2x4 4-8-3 8-3-13 13-0-0 13-0-0 3-9-5 3-9-5 6-6-0 2-8-11 9-2-11 2-8-11 13-0-0 3-9-5 0-4-13-0-90-4-15.00 12 Plate Offsets (X,Y)-- [1:0-4-6,0-1-15], [5:0-4-6,0-1-15], [6:0-5-0,0-6-4], [7:0-5-0,0-6-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.74 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.27 0.04 (loc) 6-7 6-7 5 l/defl >906 >566 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 126 lb FT = 20% GRIP 185/148 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5442/0-5-8 (min. 0-4-8), 5=5161/0-5-8 (min. 0-4-4) Max Horz1=-31(LC 11) Max Uplift1=-441(LC 10), 5=-430(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11180/912, 2-8=-11063/898, 3-8=-11053/905, 3-9=-11693/967, 4-9=-11706/959, 4-5=-11810/972 BOT CHORD 1-10=-850/10292, 10-11=-850/10292, 7-11=-850/10292, 7-12=-591/7561, 6-12=-591/7561, 6-13=-873/10863, 13-14=-873/10863, 5-14=-873/10863 WEBS 3-6=-475/5657, 3-7=-377/4619 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=441, 5=430. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1630 lb down and 141 lb up at 2-3-4, 1630 lb down and 141 lb up at 4-3-4, 1630 lb down and 141 lb up at 6-3-4, 4447 lb down and 398 lb up at 8-3-4, and 85 lb down at 10-3-4, and 128 lb down and 33 lb up at 12-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 1-5=-20 Concentrated Loads (lb) Vert: 6=-4447(B) 10=-1630(B) 11=-1630(B) 12=-1630(B) 13=-85(B) 14=-128(B) Job 2482953 Truss C01 Truss Type Hip Girder Qty 1 Ply 2 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:21 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-RY8j5QDlSy89Cxc4eP6t1tj1vFIVdIiDp?yvFRyakxj Scale = 1:15.8 T1 B1 1 23 4 5 6 7 8 9 10 11 3x8 3x4 3x4 3x4 3x4 3x4 3x8 1-8-14 11-3-2 13-0-0 13-0-0 1-8-14 1-8-14 6-6-0 4-9-2 11-3-2 4-9-2 13-0-0 1-8-14 0-4-10-11-00-4-10-11-0Plate Offsets (X,Y)-- [1:0-2-8,Edge], [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.09 0.00 (loc) 1-2 1-2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF No.2 BOT CHORD 2x6 DF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (10-0-0 max.): 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=319/0-5-8 (min. 0-1-8), 2=319/0-5-8 (min. 0-1-8) Max Uplift1=-71(LC 4), 2=-71(LC 4) Max Grav1=330(LC 36), 2=330(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 90 lb up at 1-8-14, 46 lb down and 90 lb up at 2-0-12, 46 lb down and 90 lb up at 4-0-12, 46 lb down and 90 lb up at 6-0-12, 46 lb down and 90 lb up at 6-11-4, 46 lb down and 90 lb up at 8-11-4, and 46 lb down and 90 lb up at 10-11-4, and 55 lb down and 90 lb up at 11-3-2 on top chord, and 1650 lb down and 121 lb up at 1-6-12, 34 lb down at 2-0-12, 1650 lb down and 121 lb up at 3-6-12, 34 lb down at 4-0-12, 1650 lb down and 121 lb up at 5-6-12, 34 lb down at 6-0-12, 34 lb down at 6-11-4, 1650 lb down and 121 lb up at 7-6-12, 34 lb down at 8-11-4, 1650 lb down and 121 lb up at 9-6-12, and 34 lb down at 10-11-4, and 1650 lb down and 121 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64 Concentrated Loads (lb) Vert: 3=20(F) 4=20(F) 5=20(F) 6=20(F) 8=20(F) 9=20(F) 10=20(F) 11=20(F) Job 2482953 Truss HRA Truss Type Corner Rafter Qty 4 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:21 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-vki5ImENDFG0q4BGC7d6Z5G98fekMlxM2fiSnuyakxi Scale = 1:19.6 T1 1 2 3 5 6 7 4 4x6 3x6 3x6 3x6 3x6 3x6 8-4-5 2-9-15 8-4-5 2-9-15 -2-9-15 2-9-15 8-4-5 8-4-5 8-6-13 0-2-7 11-2-4 2-7-8 0-4-13-7-104-5-30-4-13-3-83.54 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.14 -0.15 -0.00 (loc) 2-3 2-3 4 l/defl >755 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=85/Mechanical, 2=457/0-7-6 (min. 0-3-1), 3=327/0-2-2 (min. 0-1-8) Max Horz2=115(LC 6) Max Uplift4=-17(LC 6), 2=-138(LC 6), 3=-95(LC 10) Max Grav4=117(LC 16), 2=465(LC 16), 3=410(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=138. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 49 lb down and 99 lb up at 2-9-8, 50 lb down and 103 lb up at 2-9-8, and 66 lb down and 41 lb up at 5-7-7, and 54 lb down and 36 lb up at 5-7-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64 Concentrated Loads (lb) Vert: 5=44(F=22, B=23) 7=-20(F=-4, B=-16) Job 2482953 Truss HRC Truss Type Rafter Qty 2 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:21 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-vki5ImENDFG0q4BGC7d6Z5G85fekMlxM2fiSnuyakxi Scale = 1:7.5 T1 T2 1 2 3 3x4 3x6 2-4-0 2-9-15 2-4-0 -2-9-15 2-9-15 2-4-0 2-4-0 0-4-11-0-51-9-140-0-70-8-33.54 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-27/Mechanical, 2=358/0-7-6 (min. 0-1-13) Max Horz2=45(LC 8) Max Uplift3=-27(LC 1), 2=-152(LC 8) Max Grav3=26(LC 8), 2=368(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=152. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss HRJ Truss Type Rafter Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:22 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-NwGTW6F?_ZOsSEmSmq8L6IoKu3_z5CBVHJR0JKyakxh Scale = 1:14.3 T1 T2 1 2 3 4 5 3x4 4x6 3x4 3x4 3x4 7-4-5 2-9-15 7-4-5 -2-9-15 2-9-15 7-4-5 7-4-5 0-4-12-6-13-3-110-4-11-10-53.54 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.08 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=202/Mechanical, 2=425/0-7-6 (min. 0-2-13) Max Horz2=86(LC 6) Max Uplift3=-63(LC 10), 2=-137(LC 6) Max Grav3=246(LC 16), 2=447(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=137. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 117 lb up at 2-9-8, 50 lb down and 117 lb up at 2-9-8, and 66 lb down and 36 lb up at 5-7-7, and 54 lb down and 31 lb up at 5-7-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64 Concentrated Loads (lb) Vert: 4=45(F=23, B=23) 5=-20(F=-4, B=-16) Job 2482953 Truss HRJ1 Truss Type Rafter Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:22 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-NwGTW6F?_ZOsSEmSmq8L6IoIj3_z5CBVHJR0JKyakxh Scale = 1:10.6 T1 T2 1 2 3 4 5 3x4 3x6 3x4 3x4 4-7-1 2-9-15 4-7-1 -2-9-15 2-9-15 4-7-1 4-7-1 0-4-11-8-42-5-140-4-11-0-83.54 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.56 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 -0.00 (loc) 2-3 2-3 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=62/0-1-8 (min. 0-1-8), 2=359/0-7-6 (min. 0-1-14) Max Horz2=64(LC 6) Max Uplift3=-56(LC 23), 2=-133(LC 6) Max Grav3=92(LC 16), 2=376(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=133. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 163 lb up at 2-9-8, and 50 lb down and 123 lb up at 2-9-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64 Concentrated Loads (lb) Vert: 5=54(F=23, B=31) Job 2482953 Truss J01 Truss Type Jack-Open Qty 4 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:23 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-r7qrjSGdltWj3OLeJYfafWLTeT9wqfRfVzBZrnyakxg Scale = 1:14.4 T1 B1 1 2 5 3 6 7 8 4 3x4 8-0-0 2-0-0 1-11-11 6-0-5 -2-0-0 2-0-0 1-11-11 1-11-11 0-4-11-1-151-11-110-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.72 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.25 -0.50 -0.00 (loc) 2-4 2-4 3 l/defl >378 >189 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-9/Mechanical, 2=341/0-5-8 (min. 0-1-8), 4=79/Mechanical Max Horz2=42(LC 12) Max Uplift3=-111(LC 18), 2=-39(LC 8) Max Grav3=13(LC 8), 2=450(LC 18), 4=158(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=111. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-0-12, and 10 lb down at 4-0-12, and 10 lb down at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-20 Job 2482953 Truss J02 Truss Type Jack-Open Qty 4 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:23 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-r7qrjSGdltWj3OLeJYfafWLSATAUqfRfVzBZrnyakxg Scale = 1:14.2 T1 B1 1 2 5 3 4 3x4 8-0-0 2-0-0 3-10-15 4-1-1 -2-0-0 2-0-0 3-10-15 3-10-15 0-4-11-11-102-9-60-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.69 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.46 -0.00 (loc) 2-4 2-4 3 l/defl >406 >203 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=72/Mechanical, 2=380/0-5-8 (min. 0-1-8), 4=77/Mechanical Max Horz2=64(LC 12) Max Uplift3=-53(LC 18), 2=-39(LC 8) Max Grav3=91(LC 19), 2=435(LC 18), 4=154(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J03 Truss Type Roof Special Qty 4 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:24 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-JJNExnGGWAeahYwrtFApBjudwtchZ4eokdw7ODyakxf Scale = 1:14.2 T1 T2 W3 B1 W1 W2 1 2 3 4 6 5 7 8 9 10 5x8 2x4 3x4 3x6 2x4 5-6-1 8-0-0 2-0-0 8-0-0 -2-0-0 2-0-0 5-6-1 5-6-1 5-10-15 0-4-14 8-0-0 2-1-1 0-4-12-6-42-9-103-7-62-6-45.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.30 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.05 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=472/Mechanical, 2=540/0-5-8 (min. 0-1-8) Max Horz2=78(LC 44) Max Uplift5=-64(LC 9), 2=-83(LC 12) Max Grav5=486(LC 28), 2=803(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-630/40, 7-8=-598/41, 3-8=-506/56 BOT CHORD 2-6=-55/468, 5-6=-58/461 WEBS 3-5=-652/78 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-4-14, Exterior(2) 1-4-14 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301 lb down and 161 lb up at 5-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 3-4=-64, 2-5=-20 Concentrated Loads (lb) Vert: 9=-229 Job 2482953 Truss J04 Truss Type Jack-Closed Qty 26 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:24 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-JJNExnGGWAeahYwrtFApBjuZGtZPZ6hokdw7ODyakxf Scale = 1:13.8 T1 W1 B1 1 2 3 4 5 6 7 8 4x6 3x4 3x6 8-0-0 2-0-0 8-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 0-4-13-8-14-5-135.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [3:0-3-9,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.26 0.00 (loc) 2-4 2-4 4 l/defl >764 >354 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=299/Mechanical, 2=484/0-5-8 (min. 0-1-8) Max Horz2=109(LC 9) Max Uplift4=-27(LC 12), 2=-65(LC 12) Max Grav4=361(LC 19), 2=504(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-259/87 NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 3-7-5, Exterior(2) 3-7-5 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J05 Truss Type Jack-Open Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:24 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-JJNExnGGWAeahYwrtFApBjueOtcvZ6hokdw7ODyakxf Scale = 1:10.5 T1 B1 1 2 5 3 6 7 4 3x4 5-3-8 2-0-0 1-10-15 3-4-9 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-101-11-60-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.29 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.09 -0.00 (loc) 2-4 2-4 3 l/defl >999 >667 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-13/Mechanical, 2=314/0-5-8 (min. 0-1-8), 4=52/Mechanical Max Horz2=42(LC 12) Max Uplift3=-116(LC 18), 2=-53(LC 8) Max Grav3=14(LC 8), 2=427(LC 18), 4=104(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=116. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 10 lb down at 2-0-12, and 10 lb down at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-20 Job 2482953 Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:25 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-oVxc87HuHUmRJiV1Rzh2kxQofGxUIZxyzHggwfyakxe Scale = 1:10.3 T1 B1 1 2 5 3 4 3x4 5-3-8 2-0-0 3-10-15 1-4-9 -2-0-0 2-0-0 3-10-15 3-10-15 0-4-11-11-102-9-60-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.27 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 -0.00 (loc) 2-4 2-4 3 l/defl >999 >743 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=72/Mechanical, 2=352/0-5-8 (min. 0-1-8), 4=50/Mechanical Max Horz2=64(LC 12) Max Uplift3=-53(LC 18), 2=-52(LC 8) Max Grav3=91(LC 19), 2=408(LC 18), 4=100(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J07 Truss Type Monopitch Qty 9 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:25 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-oVxc87HuHUmRJiV1Rzh2kxQofGxdIZxyzHggwfyakxe Scale = 1:10.4 T1 W1 B1 1 2 3 4 5 6 2x4 2x4 3x4 5-3-8 2-0-0 5-3-8 -2-0-0 2-0-0 5-3-8 5-3-8 0-4-12-6-83-4-45.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.00 (loc) 2-4 2-4 4 l/defl >999 >782 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=174/Mechanical, 2=382/0-5-8 (min. 0-1-8) Max Horz2=76(LC 9) Max Uplift4=-21(LC 12), 2=-61(LC 8) Max Grav4=205(LC 19), 2=395(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 2-1-12, Exterior(2) 2-1-12 to 5-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J08 Truss Type Monopitch Qty 8 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:26 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-GiV_LTIW2ouIws4D?gCHG8zzPgKZ10B5CxPDS5yakxd Scale = 1:10.6 T1 W1 B1 1 2 3 5 6 7 4 2x4 2x4 3x4 3-4-0 2-0-0 3-4-0 1-11-8 -2-0-0 2-0-0 3-4-0 3-4-0 5-3-8 1-11-8 0-4-12-6-83-4-40-4-72-2-12-6-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=62/Mechanical, 5=142/Mechanical, 2=318/0-5-8 (min. 0-1-8) Max Horz2=67(LC 9) Max Uplift4=-21(LC 12), 5=-90(LC 18), 2=-62(LC 8) Max Grav4=76(LC 19), 5=173(LC 19), 2=424(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J09 Truss Type Monopitch Qty 20 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:26 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-GiV_LTIW2ouIws4D?gCHG8zzPgKc10B5CxPDS5yakxd Scale = 1:7.9 T1 W1 B1 1 2 3 4 5 2x4 2x4 3x4 3-3-8 2-0-0 3-3-8 -2-0-0 2-0-0 3-3-8 3-3-8 0-4-11-8-82-6-45.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=68/Mechanical, 2=320/0-5-8 (min. 0-1-8) Max Horz2=51(LC 9) Max Uplift4=-48(LC 18), 2=-68(LC 8) Max Grav4=81(LC 19), 2=401(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:27 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-ku3MZpJ8p509Y?fQYNkWpMW9d4gXmTQFQb9n_Yyakxc Scale = 1:7.7 T1 B1 1 2 5 3 6 4 3x4 3-4-0 2-0-0 1-10-15 1-5-1 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-101-11-60-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-22/Mechanical, 2=295/0-5-8 (min. 0-1-8), 4=32/Mechanical Max Horz2=42(LC 12) Max Uplift3=-124(LC 18), 2=-62(LC 8) Max Grav3=42(LC 35), 2=407(LC 18), 4=64(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=124. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 37 lb down and 42 lb up at 1-10-13 on top chord, and 10 lb down at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-64, 2-4=-20 Concentrated Loads (lb) Vert: 3=9(F) Job 2482953 Truss J11 Truss Type Jack-Open Qty 6 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:27 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-ku3MZpJ8p509Y?fQYNkWpMW9d4hlmTQFQb9n_Yyakxc Scale = 1:5.9 T1 B1 1 2 5 3 4 3x4 1-8-14 2-0-0 1-8-14 -2-0-0 2-0-0 1-8-14 1-8-14 0-4-11-0-121-10-80-8-51-0-125.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-26/Mechanical, 2=281/0-5-8 (min. 0-1-8), 4=17/Mechanical Max Horz2=40(LC 12) Max Uplift3=-130(LC 18), 2=-72(LC 8) Max Grav3=18(LC 8), 2=404(LC 18), 4=34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=130. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J12 Truss Type Monopitch Structural Gable Qty 6 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:27 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-ku3MZpJ8p509Y?fQYNkWpMW8r4g5mTQFQb9n_Yyakxc Scale = 1:7.5 T1 W1 B1 1 2 3 4 5 2x4 2x4 3x4 2-11-4 2-0-0 2-11-4 -2-0-0 2-0-0 2-11-4 2-11-4 0-4-11-6-122-4-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=55/Mechanical, 2=304/0-3-8 (min. 0-1-8) Max Horz2=47(LC 9) Max Uplift4=-54(LC 18), 2=-67(LC 8) Max Grav4=66(LC 19), 2=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss J13 Truss Type Monopitch Qty 12 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:28 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-C4dkm9JmaP80A9Ec65FlMZ2JbU0KVwgOfFuKX_yakxb Scale = 1:7.5 T1 W1 B1 1 2 3 4 5 2x4 2x4 3x4 2-11-4 2-0-0 2-11-4 -2-0-0 2-0-0 2-11-4 2-11-4 0-4-11-6-122-4-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=55/Mechanical, 2=304/0-3-8 (min. 0-1-8) Max Horz2=47(LC 9) Max Uplift4=-54(LC 18), 2=-67(LC 8) Max Grav4=66(LC 19), 2=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S01 Truss Type Jack-Open Qty 4 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:28 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-C4dkm9JmaP80A9Ec65FlMZ2KNU1rVwgOfFuKX_yakxb Scale = 1:6.2 T1 B1 1 2 5 3 4 3x4 2-0-0 2-0-0 1-10-15 0-1-1 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-101-11-60-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-13/Mechanical, 2=282/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=42(LC 12) Max Uplift3=-116(LC 18), 2=-69(LC 8) Max Grav3=14(LC 8), 2=394(LC 18), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=116. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S02 Truss Type Jack-Open Qty 3 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:29 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-gHB6_VKOLjHtnJoogom_unbV7uN4ENwXuvet3Qyakxa Scale = 1:8.8 T1 B1 1 2 5 3 4 3x4 2-0-0 2-0-0 2-0-0 1-10-15 -2-0-0 2-0-0 2-0-0 2-0-0 3-10-15 1-10-15 0-4-11-11-102-9-60-4-71-7-31-11-105.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=86/Mechanical, 2=307/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=64(LC 12) Max Uplift3=-36(LC 18), 2=-62(LC 8) Max Grav3=106(LC 19), 2=342(LC 18), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S02A Truss Type Jack-Open Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:29 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-gHB6_VKOLjHtnJoogom_unbYcuN3ENwXuvet3Qyakxa Scale = 1:7.8 T1 B1 1 4 2 3 3x4 2-0-0 2-0-0 1-10-15 2-0-0 2-0-0 3-10-15 1-10-15 0-4-11-11-100-4-71-7-31-11-105.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 1 1-3 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=143/Mechanical, 2=123/Mechanical, 3=20/Mechanical Max Horz1=45(LC 12) Max Uplift1=-18(LC 12), 2=-47(LC 12) Max Grav1=143(LC 19), 2=128(LC 19), 3=40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S03 Truss Type Jack-Open Qty 3 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:29 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-gHB6_VKOLjHtnJoogom_unbTbuN4ENwXuvet3Qyakxa Scale = 1:11.7 T1 B1 1 2 5 6 7 3 43x4 2-0-0 2-0-0 2-0-0 3-10-15 -2-0-0 2-0-0 2-0-0 2-0-0 5-10-15 3-10-15 0-4-12-9-103-7-60-4-72-5-32-9-105.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=163/Mechanical, 2=359/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=87(LC 12) Max Uplift3=-64(LC 12), 2=-70(LC 12) Max Grav3=202(LC 19), 2=373(LC 19), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 1-7-4, Exterior(2) 1-7-4 to 5-10-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S03A Truss Type Jack-Open Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:30 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-8TlVBrL060PkPTN?EWHDR_8itHdCzqAh6ZNRbtyakxZ Scale = 1:10.4 T1 B1 1 7 2 3 3x4 2-0-0 2-0-0 3-10-15 2-0-0 2-0-0 5-10-15 3-10-15 0-4-12-9-100-4-72-5-32-9-105.00 12 Plate Offsets (X,Y)-- [1:0-1-6,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) 3-6 3-6 1 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=105/Mechanical, 2=134/Mechanical, 3=175/Mechanical Max Horz1=67(LC 12) Max Uplift2=-50(LC 12), 3=-51(LC 12) Max Grav1=105(LC 1), 2=154(LC 19), 3=183(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S04 Truss Type Jack-Open Qty 2 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:30 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-8TlVBrL060PkPTN?EWHDR_8gtHjIzqAh6ZNRbtyakxZ Scale = 1:6.2 T1 B1 1 2 5 3 4 3x4 2-0-0 2-0-0 1-10-15 0-1-1 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-101-11-60-3-85.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=-13/Mechanical, 2=282/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=42(LC 12) Max Uplift3=-116(LC 18), 2=-69(LC 8) Max Grav3=14(LC 8), 2=394(LC 18), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 3=116. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S05 Truss Type Monopitch Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:30 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-8TlVBrL060PkPTN?EWHDR_8fPHiUzqAh6ZNRbtyakxZ Scale: 1.5"=1' T1 W1 B1 1 2 3 4 5 2x4 2x4 3x4 3-4-0 2-0-0 3-4-0 -2-0-0 2-0-0 3-4-0 3-4-0 0-4-11-8-112-6-75.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.58 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 2-4 2-4 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=70/0-1-8 (min. 0-1-8), 2=321/0-5-8 (min. 0-1-8) Max Horz2=52(LC 11) Max Uplift4=-45(LC 18), 2=-68(LC 8) Max Grav4=84(LC 19), 2=400(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 2482953 Truss S06 Truss Type Jack-Open Qty 1 Ply 1 Townhomes 204 Railroad Job Reference (optional) Run: 8.240 s Mar 9 2020 Print: 8.240 s Mar 9 2020 MiTek Industries, Inc. Wed Sep 23 11:53:31 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:Ey7t9?en2DQWoeT51dl0?syb5OB-cfItPBMftKXb1dyBnDoSzCgrch2XiHQqLD7_7JyakxY Scale = 1:8.8 T1 B1 1 2 5 3 4 3x4 2-0-0 2-0-0 2-0-0 1-10-15 -2-0-0 2-0-0 2-0-0 2-0-0 3-10-15 1-10-15 0-4-11-11-102-9-60-4-71-7-31-11-105.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.48 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=86/Mechanical, 2=307/0-5-8 (min. 0-1-8), 4=19/Mechanical Max Horz2=64(LC 12) Max Uplift3=-36(LC 18), 2=-62(LC 8) Max Grav3=106(LC 19), 2=342(LC 18), 4=39(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.8psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; 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 19.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard