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2021.0011.SF0004 Truss ProfilesJob 2559322 Truss A01 Truss Type California Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:48 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-vMv2VFqOeyyarFmoXSH31mvcsJou716ewYIzFWy48Pn Scale = 1:71.6 T1 T2 T1 B1 W1 W2 W3 W4 W5 W6 W5 W6 W5 W6 W5 W4 W3 W2 W1 T3 B3B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 6x10 3x8 4x8 8x16 MT20HS 3x4 2x4 4x4 5x12 2x4 3x8 2x4 2x4 4x8 2x4 4x8 5x12 4x8 3x4 2x4 5x12 MT20HS 4x8 4-1-12 7-6-1 12-4-6 17-4-2 22-3-14 27-3-10 32-1-15 35-6-4 39-8-0 2-0-0 39-8-0 2-0-0 -2-0-0 2-0-0 4-1-12 4-1-12 7-6-1 3-4-5 7-10-15 0-4-14 12-4-6 4-5-7 17-4-2 4-11-12 22-3-14 4-11-12 27-3-10 4-11-12 31-9-1 4-5-7 32-1-15 0-4-14 35-6-4 3-4-5 39-8-0 4-1-12 41-8-0 2-0-0 0-4-13-4-43-7-100-4-13-4-45.00 12 Plate Offsets (X,Y)-- [4:0-5-2,Edge], [10:0-6-0,0-1-5] 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 0.97 0.49 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.67 -1.06 0.16 (loc) 18-19 18-19 12 l/defl >707 >445 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 407 lb FT = 20% GRIP 185/148 165/146 LUMBER- TOP CHORD 2x4 HF No.2 *Except* T2,T3: 2x4 DF 1800F 1.6E BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins, except 2-0-0 oc purlins (3-0-7 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=4036/0-5-8 (min. 0-3-10), 12=4034/0-5-8 (min. 0-3-10) Max Horz2=-46(LC 53) Max Uplift2=-334(LC 10), 12=-336(LC 11) Max Grav2=4429(LC 29), 12=4427(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9393/691, 3-4=-9696/819, 4-24=-12258/1015, 24-25=-12258/1015, 25-26=-12258/1015, 5-26=-12258/1015, 5-27=-12258/1015, 27-28=-12258/1015, 28-29=-12258/1015, 6-29=-12258/1015, 6-30=-13927/1134, 7-30=-13927/1134, 7-31=-13927/1134, 8-31=-13927/1134, 8-32=-13927/1134, 32-33=-13927/1134, 33-34=-13927/1134, 9-34=-13927/1134, 9-35=-8873/778, 35-36=-8873/778, 36-37=-8873/778, 10-37=-8873/778, 10-11=-9627/815, 11-12=-9408/699 BOT CHORD 2-38=-629/8545, 23-38=-629/8545, 23-39=-629/8545, 22-39=-629/8545, 22-40=-731/9038, 40-41=-731/9038, 41-42=-731/9038, 21-42=-731/9038, 20-21=-1083/14095, 20-43=-1083/14095, 43-44=-1083/14095, 19-44=-1083/14095, 19-45=-1083/14095, 45-46=-1083/14095, 46-47=-1083/14095, 18-47=-1083/14095, 18-48=-937/12374, 17-48=-937/12374, 16-17=-937/12374, 16-49=-937/12374, 49-50=-937/12374, 50-51=-937/12374, 15-51=-937/12374, 15-52=-590/8559, 14-52=-590/8559, 14-53=-590/8559, 12-53=-590/8559 WEBS 3-23=-286/127, 3-22=-294/832, 4-22=0/507, 4-21=-295/3895, 5-21=-881/201, 6-21=-2189/175, 6-19=0/543, 6-18=-252/35, 8-18=-681/187, 9-18=-134/1865, 9-16=0/478, 9-15=-4190/321, 10-15=-30/2347, 11-15=-301/746 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 0-2-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph 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 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. 7) Provide adequate drainage to prevent water ponding. Continued on page 2 Job 2559322 Truss A01 Truss Type California Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:48 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-vMv2VFqOeyyarFmoXSH31mvcsJou716ewYIzFWy48Pn NOTES- 8) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) 2=334, 12=336. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 703 lb down and 244 lb up at 7-11-10, 298 lb down and 84 lb up at 10-0-12, 283 lb down and 86 lb up at 12-0-12, 254 lb down and 86 lb up at 14-0-12, 224 lb down and 86 lb up at 16-0-12, 224 lb down and 86 lb up at 18-0-12, 224 lb down and 75 lb up at 19-10-0, 224 lb down and 86 lb up at 21-7-4, 224 lb down and 86 lb up at 23-7-4, 254 lb down and 86 lb up at 25-7-4, 283 lb down and 86 lb up at 27-7-4, and 298 lb down and 84 lb up at 29-7-4, and 703 lb down and 244 lb up at 31-8-5 on top chord, and 118 lb down at 2-0-12, 114 lb down at 4-0-12, 114 lb down at 6-0-12, 114 lb down at 8-0-12, 99 lb down at 10-0-12, 101 lb down at 12-0-12, 101 lb down at 14-0-12, 101 lb down at 16-0-12, 101 lb down at 18-0-12, 101 lb down at 19-10-0, 101 lb down at 21-7-4, 101 lb down at 23-7-4, 101 lb down at 25-7-4, 101 lb down at 27-7-4, 99 lb down at 29-7-4, 114 lb down at 31-7-4, 114 lb down 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. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-10=-64, 10-13=-64, 2-12=-20 Concentrated Loads (lb) Vert: 7=-155 23=-57(B) 14=-57(B) 17=-71(B) 24=-604(B) 25=-233 26=-214 28=-185 29=-155 30=-155 31=-155 32=-155 33=-185 35=-214 36=-233 37=-604(B) 38=-59(B) 39=-57(B) 40=-57(B) 41=-71(B) 42=-72(B) 43=-71(B) 44=-71(B) 45=-71(B) 46=-71(B) 47=-71(B) 48=-71(B) 49=-72(B) 50=-71(B) 51=-57(B) 52=-57(B) 53=-59(B) Job 2559322 Truss A02 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:50 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-rk1owxseAZCI4ZwAesJX6B_yt6Orb_ZwNsn4KOy48Pl Scale = 1:70.6 T1 T2 T4 B1 W1 W2 W3 W4 W5 W5 W4 W3 W2 W1 T3 B3B21 2 3 4 5 6 7 8 9 10 16 1514 13 12 11 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5x8 3x10 3x10 5x12 MT20HS3x10 2x4 3x4 3x4 5x8 3x4 3x4 5x8 3x10 2x4 5x12 MT20HS 9-6-1 16-3-10 23-4-6 30-1-15 39-8-0 2-0-0 39-8-0 -2-0-0 2-0-0 4-11-6 4-11-6 9-6-1 4-6-11 9-10-15 0-4-14 14-6-7 4-7-8 19-10-0 5-3-9 25-1-9 5-3-9 29-9-1 4-7-8 30-1-15 0-4-14 34-8-10 4-6-11 39-8-0 4-11-6 0-4-14-2-44-5-100-4-14-2-45.00 12 Plate Offsets (X,Y)-- [2:0-10-0,0-0-10], [4:0-4-0,0-1-12], [6:0-4-0,0-3-0], [8:0-4-0,0-1-12], [10:0-10-0,0-0-10], [15:0-5-10,0-0-0] 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 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.84 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.63 -0.98 0.26 (loc) 13-14 13-14 10 l/defl >741 >482 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 161 lb FT = 20% GRIP 185/148 165/146 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-0-5 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1796/0-5-8 (min. 0-3-9), 2=1946/0-5-8 (min. 0-4-0) Max Horz2=66(LC 12) Max Uplift10=-160(LC 13), 2=-195(LC 12) Max Grav10=2174(LC 31), 2=2430(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-4649/366, 3-17=-4551/380, 3-18=-4185/331, 4-18=-4085/344, 4-19=-3773/343, 19-20=-3773/343, 20-21=-3773/343, 5-21=-3773/343, 5-22=-5215/440, 22-23=-5215/440, 23-24=-5215/440, 6-24=-5215/440, 6-25=-5217/446, 25-26=-5217/446, 7-26=-5217/446, 7-27=-3816/368, 27-28=-3816/368, 28-29=-3816/368, 8-29=-3816/368, 8-30=-4132/373, 9-30=-4236/360, 9-31=-4611/437, 10-31=-4724/423 BOT CHORD 2-16=-350/4158, 15-16=-338/5025, 14-15=-338/5025, 13-14=-381/5474, 12-13=-347/5031, 11-12=-347/5031, 10-11=-360/4260 WEBS 3-16=-377/158, 4-16=-33/1133, 5-16=-1649/164, 5-14=-13/458, 6-14=-387/100, 6-13=-383/98, 7-13=-11/452, 7-11=-1641/160, 8-11=-35/1140, 9-11=-438/162 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 5-4-14, Exterior(2) 5-4-14 to 13-10-11, Interior(1) 13-10-11 to 25-9-5, Exterior(2) 25-9-5 to 34-3-2, Interior(1) 34-3-2 to 36-5-4, Exterior(2) 36-5-4 to 39-5-4 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=160, 2=195. 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. Continued on page 2 Job 2559322 Truss A02 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:50 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-rk1owxseAZCI4ZwAesJX6B_yt6Orb_ZwNsn4KOy48Pl NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 84 lb up at 9-11-10, 118 lb down and 59 lb up at 12-0-12, 131 lb down and 63 lb up at 14-0-12, 103 lb down and 63 lb up at 16-0-12, 72 lb down and 63 lb up at 18-0-12, 69 lb down and 63 lb up at 19-10-0, 72 lb down and 63 lb up at 21-7-4, 103 lb down and 63 lb up at 23-7-4, 131 lb down and 63 lb up at 25-7-4, and 118 lb down and 59 lb up at 27-7-4, and 97 lb down and 84 lb up at 29-8-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-8=-64, 8-10=-64, 2-10=-20 Concentrated Loads (lb) Vert: 20=-53 21=-62 23=-34 24=-3 25=-3 26=-34 27=-62 28=-53 Job 2559322 Truss A03 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:52 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-o79ZKdtuiBS0Jt4ZmHL?Bc3Klw5L3sWDrAGBOHy48Pj Scale = 1:69.9 T1 T3 T4 B1 W1 W2 W3 W4 W5 W5 W4 W3 W2 W1 B3B2 T2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 2627 28 29 30 31 32 3x8 5x8 4x8 3x10 5x12 MT20HS 3x4 2x4 3x8 5x8 3x4 3x4 3x4 3x8 3x4 2x4 5x12 MT20HS 5-11-6 11-6-1 19-10-0 28-1-15 33-8-10 39-4-14 2-0-0 39-4-14 -2-0-0 2-0-0 5-11-6 5-11-6 11-6-1 5-6-11 11-10-15 0-4-14 16-11-10 5-0-11 22-8-6 5-8-12 27-9-1 5-0-11 28-1-15 0-4-14 33-8-10 5-6-11 39-4-14 5-8-4 0-4-15-0-45-3-100-5-55-0-45.00 12 Plate Offsets (X,Y)-- [2:0-10-0,0-0-6], [4:0-4-0,0-1-12], [8:0-4-0,0-1-12], [10:0-0-0,0-0-8] 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 0.85 0.77 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.78 0.25 (loc) 14 14-16 10 l/defl >892 >602 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 168 lb FT = 20% GRIP 185/148 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T3,T2: 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=1845/Mechanical, 2=1993/0-5-8 (min. 0-4-4) Max Horz2=75(LC 56) Max Uplift10=-152(LC 13), 2=-191(LC 12) Max Grav10=2312(LC 31), 2=2571(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-4996/312, 18-19=-4977/314, 3-19=-4874/331, 3-20=-4249/335, 4-20=-4127/348, 4-21=-3815/348, 21-22=-3815/348, 22-23=-3815/348, 5-23=-3815/348, 5-24=-4550/393, 24-25=-4550/393, 6-25=-4550/393, 6-26=-4550/393, 26-27=-4550/393, 7-27=-4550/393, 7-28=-3784/358, 28-29=-3784/358, 29-30=-3784/358, 8-30=-3784/358, 8-31=-4094/360, 9-31=-4218/344, 9-32=-4803/380, 10-32=-4939/369 BOT CHORD 2-17=-315/4463, 16-17=-315/4463, 15-16=-288/4502, 14-15=-288/4502, 13-14=-291/4495, 12-13=-291/4495, 11-12=-303/4389, 10-11=-303/4389 WEBS 3-16=-676/131, 4-16=-17/1031, 5-16=-1094/121, 7-12=-1121/125, 8-12=-20/1024, 9-12=-629/146 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 7-4-14, Exterior(2) 7-4-14 to 15-10-11, Interior(1) 15-10-11 to 23-9-5, Exterior(2) 23-9-5 to 32-3-2, Interior(1) 32-3-2 to 36-2-2, Exterior(2) 36-2-2 to 39-2-2 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) except (jt=lb) 10=152 , 2=191. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 2559322 Truss A03 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:52 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-o79ZKdtuiBS0Jt4ZmHL?Bc3Klw5L3sWDrAGBOHy48Pj NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 121 lb down and 85 lb up at 11-11-10, 126 lb down and 60 lb up at 14-0-12, 139 lb down and 64 lb up at 16-0-12, 124 lb down and 64 lb up at 18-0-12, 83 lb down and 64 lb up at 19-10-0, 124 lb down and 64 lb up at 21-7-4, 139 lb down and 64 lb up at 23-7-4, and 126 lb down and 60 lb up at 25-7-4, and 121 lb down and 85 lb up at 27-8-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-64, 4-8=-64, 8-10=-64, 2-10=-20 Concentrated Loads (lb) Vert: 6=-13 21=-22(F) 22=-60 23=-69 24=-54 26=-54 28=-69 29=-60 30=-22(F) Job 2559322 Truss A04 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:54 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-kWHJlJv9EoikZAExtiOTG19g0jlNXfGWIUlITAy48Ph Scale = 1:69.9 T2 T3 T4 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 B3B2 T1 SB1 SB2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4x6 6x10 6x10 4x8 4x8 5x8 WB 3x4 2x4 3x4 3x10 2x4 3x4 3x4 2x4 5x8 WB 6-11-6 13-6-1 19-10-0 26-1-15 32-8-10 39-4-14 2-0-0 39-4-14 -2-0-0 2-0-0 6-11-6 6-11-6 13-6-1 6-6-11 13-10-15 0-4-14 19-10-0 5-11-1 25-9-1 5-11-1 26-1-15 0-4-14 32-8-10 6-6-11 39-4-14 6-8-4 0-4-15-10-46-1-100-5-55-10-45.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [5:0-5-2,Edge], [7:0-5-2,Edge], [9:0-0-0,0-0-8] 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 0.86 0.87 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.48 -0.66 0.26 (loc) 13 13-15 9 l/defl >978 >703 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E *Except* T3,T1: 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E *Except* B2: 2x4 HF No.2 WEBS 2x4 HF No.2 OTHERS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-8-14 max.): 5-7. 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) 9=1915/Mechanical, 2=2062/0-5-8 (min. 0-4-8) Max Horz2=85(LC 52) Max Uplift9=-146(LC 13), 2=-183(LC 12) Max Grav9=2473(LC 31), 2=2715(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-5352/303, 18-19=-5225/303, 3-19=-5213/323, 3-4=-4371/321, 4-20=-4339/327, 5-20=-4216/340, 5-21=-4351/382, 21-22=-4351/382, 22-23=-4351/382, 23-24=-4351/382, 6-24=-4351/382, 6-25=-4351/382, 25-26=-4351/382, 26-27=-4351/382, 27-28=-4351/382, 7-28=-4351/382, 7-29=-4193/348, 8-29=-4341/330, 8-30=-5163/365, 30-31=-5174/352, 9-31=-5298/350 BOT CHORD 2-16=-297/4779, 15-16=-297/4779, 14-15=-198/3913, 13-14=-198/3913, 12-13=-204/3890, 11-12=-204/3890, 10-11=-284/4712, 9-10=-284/4712 WEBS 3-16=0/278, 3-15=-933/144, 5-15=0/517, 5-13=-97/807, 6-13=-786/139, 7-13=-97/828, 7-11=-0/494, 8-11=-887/157, 8-10=0/273 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 9-4-14, Exterior(2) 9-4-14 to 17-10-11, Interior(1) 17-10-11 to 21-9-5, Exterior(2) 21-9-5 to 30-3-2, Interior(1) 30-3-2 to 36-2-2, Exterior(2) 36-2-2 to 39-2-2 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) 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) except (jt=lb) 9=146, 2=183. 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. Continued on page 2 Job 2559322 Truss A04 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:54 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-kWHJlJv9EoikZAExtiOTG19g0jlNXfGWIUlITAy48Ph NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 206 lb down and 85 lb up at 13-11-10, 131 lb down and 60 lb up at 16-0-12, 144 lb down and 64 lb up at 18-0-12, 141 lb down and 64 lb up at 19-10-0, 144 lb down and 64 lb up at 21-7-4, and 131 lb down and 60 lb up at 23-7-4, and 206 lb down and 85 lb up at 25-8-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64, 5-7=-64, 7-9=-64, 2-9=-20 Concentrated Loads (lb) Vert: 6=-71 21=-107(B) 22=-65 23=-74 26=-74 27=-65 28=-107(B) Job 2559322 Truss A05 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:55 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-Ciqhzewn?6qbAKp8RQvipFhpf74bGCCgX8Vr?cy48Pg Scale = 1:69.9 T2 T3 T2 B1 W1 W2 W3 W4 W4 W3 W2 W1 B3B2 T4 T1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 2021 22 23 24 25 26 27 28 29 4x8 5x12 MT20HS 5x12 MT20HS 4x8 3x10 5x12 MT20HS 3x4 2x4 3x8 3x4 3x8 3x4 2x4 5x12 MT20HS 4x8 7-11-6 15-6-1 24-1-15 31-8-10 39-4-14 2-0-0 39-4-14 -2-0-0 2-0-0 7-11-6 7-11-6 15-6-1 7-6-11 15-10-15 0-4-14 19-10-0 3-11-1 23-9-1 3-11-1 24-1-15 0-4-14 31-8-10 7-6-11 39-4-14 7-8-4 0-4-16-8-46-11-100-5-56-8-45.00 12 Plate Offsets (X,Y)-- [2:0-10-4,0-0-10], [5:0-6-0,0-1-5], [7:0-6-0,0-1-5], [10:0-0-0,0-0-8] 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 0.94 0.93 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.44 -0.68 0.24 (loc) 13-14 13-14 10 l/defl >999 >687 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 170 lb FT = 20% GRIP 185/148 139/111 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E *Except* T3: 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-8-5 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 10-11. WEBS 1 Row at midpt 3-14, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1908/0-5-8 (min. 0-4-3), 10=1759/Mechanical Max Horz2=95(LC 56) Max Uplift2=-170(LC 12), 10=-133(LC 13) Max Grav2=2561(LC 31), 10=2409(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-5161/291, 17-18=-5128/294, 3-18=-4861/317, 3-4=-3915/299, 4-19=-3879/309, 5-19=-3730/322, 5-20=-3451/330, 20-21=-3451/330, 21-22=-3451/330, 6-22=-3451/330, 6-23=-3435/333, 23-24=-3435/333, 7-24=-3435/333, 7-25=-3712/326, 8-25=-3861/313, 8-9=-3897/304, 9-26=-4792/350, 26-27=-4950/334, 10-27=-5091/334 BOT CHORD 2-16=-271/4599, 15-16=-271/4599, 14-15=-271/4599, 14-28=-191/3570, 28-29=-191/3570, 13-29=-191/3570, 12-13=-264/4517, 11-12=-264/4517, 10-11=-264/4517 WEBS 3-16=0/313, 3-14=-1234/169, 5-14=-8/838, 6-14=-460/101, 6-13=-473/101, 7-13=-8/832, 9-13=-1162/177, 9-11=0/310 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 11-4-14, Exterior(2) 11-4-14 to 28-3-2, Interior(1) 28-3-2 to 36-2-2, Exterior(2) 36-2-2 to 39-2-2 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) 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) except (jt=lb) 2=170, 10=133. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 2559322 Truss A05 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:55 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-Ciqhzewn?6qbAKp8RQvipFhpf74bGCCgX8Vr?cy48Pg NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 67 lb up at 15-11-10, 136 lb down and 60 lb up at 18-0-12, 148 lb down and 64 lb up at 19-10-0, and 136 lb down and 60 lb up at 21-7-4, and 116 lb down and 67 lb up at 23-8-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-64, 5-7=-64, 7-10=-64, 2-10=-20 Concentrated Loads (lb) Vert: 6=-78 20=-17(F) 22=-70 23=-70 24=-17(F) Job 2559322 Truss A06 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:57 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-85ySOKx1Xj4JQeyWYrxAugnA6xmtkAKy_S_y4Uy48Pe Scale = 1:69.9 T2 T3 T4 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 T1 B3B2 T5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 27 28 29 4x6 5x8 5x12 4x6 4x12 5x12 MT20HS3x4 2x4 3x4 3x8 3x4 3x4 3x4 2x4 5x12 MT20HS 5x8 8-11-6 17-6-1 22-1-15 30-8-10 39-4-14 2-0-0 39-4-14 -2-0-0 2-0-0 6-2-3 6-2-3 11-8-9 5-6-6 17-6-1 5-9-8 17-10-15 0-4-14 21-9-1 3-10-2 22-1-15 0-4-14 27-11-7 5-9-8 33-5-13 5-6-6 39-4-14 5-11-1 0-4-17-6-47-9-100-5-57-6-45.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-4-0,0-1-12], [7:0-6-0,0-1-5], [11:0-0-0,0-1-4] 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 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.94 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.52 -0.76 0.27 (loc) 14-15 15-17 11 l/defl >894 >617 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 178 lb FT = 20% GRIP 185/148 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T3: 2x4 HF No.2 BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-15, 7-15, 8-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2155/0-5-8 (min. 0-4-10), 11=2009/Mechanical Max Horz2=105(LC 56) Max Uplift2=-195(LC 12), 11=-158(LC 13) Max Grav2=2805(LC 31), 11=2668(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-5970/336, 18-19=-5916/336, 3-19=-5880/354, 3-20=-5538/307, 4-20=-5426/309, 4-5=-5324/318, 5-21=-4366/320, 21-22=-4280/325, 6-22=-4238/337, 6-23=-3933/337, 23-24=-3933/337, 24-25=-3933/337, 7-25=-3933/337, 7-26=-4227/338, 8-26=-4355/322, 8-9=-5245/342, 9-27=-5345/339, 10-27=-5458/326, 10-28=-5745/360, 28-29=-5764/350, 11-29=-5832/346 BOT CHORD 2-17=-363/5384, 16-17=-274/4715, 15-16=-274/4715, 14-15=-155/3923, 13-14=-231/4671, 12-13=-231/4671, 11-12=-280/5238 WEBS 3-17=-502/130, 5-17=0/597, 5-15=-1005/159, 6-15=-21/764, 7-15=-238/254, 7-14=-44/745, 8-14=-961/163, 8-12=-4/536, 10-12=-406/134 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 13-4-14, Exterior(2) 13-4-14 to 26-3-2, Interior(1) 26-3-2 to 36-2-2, Exterior(2) 36-2-2 to 39-2-2 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) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) 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) except (jt=lb) 2=195, 11=158. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 2559322 Truss A06 Truss Type California Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:57 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-85ySOKx1Xj4JQeyWYrxAugnA6xmtkAKy_S_y4Uy48Pe NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 439 lb down and 137 lb up at 17-11-10, and 132 lb down and 57 lb up at 19-10-0, and 439 lb down and 137 lb up at 21-8-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-64, 6-7=-64, 7-11=-64, 2-11=-20 Concentrated Loads (lb) Vert: 23=-340(B) 24=-70 25=-340(B) Job 2559322 Truss A07 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:58 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-cHWqbgyfI1CA2oXj6YSPRtJKcL59Tcn6D6jVcxy48Pd Scale = 1:66.2 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B3B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 3x6 5x8 3x6 3x8 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x8 3x6 10-2-14 19-10-0 29-5-2 39-4-14 2-0-0 39-4-14 -2-0-0 2-0-0 7-0-9 7-0-9 13-5-4 6-4-12 19-10-0 6-4-12 26-2-12 6-4-12 32-7-7 6-4-12 39-4-14 6-9-7 0-4-18-7-30-5-55.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-0-0,0-0-4] 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 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.95 1.00 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.65 0.19 (loc) 13-15 13-15 10 l/defl >999 >723 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T1: 2x4 HF No.2, T3: 2x4 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 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=1783/0-5-8 (min. 0-2-15), 10=1632/0-5-8 (min. 0-2-11) Max Horz2=118(LC 12) Max Uplift2=-156(LC 12), 10=-118(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3470/238, 3-16=-3392/258, 3-4=-3130/195, 4-5=-3050/214, 5-17=-2189/217, 6-17=-2104/227, 6-18=-2104/227, 7-18=-2188/217, 7-19=-2941/235, 8-19=-3020/234, 8-9=-3101/216, 9-20=-3342/263, 10-20=-3404/251 BOT CHORD 2-15=-283/3109, 15-21=-169/2549, 21-22=-169/2549, 14-22=-169/2549, 13-14=-169/2549, 12-13=-115/2533, 12-23=-115/2533, 23-24=-115/2533, 11-24=-115/2533, 10-11=-189/3053 WEBS 6-13=-49/1241, 7-13=-955/178, 7-11=-7/524, 9-11=-354/151, 5-13=-950/176, 5-15=-3/553, 3-15=-392/150 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 16-10-0, Exterior(2) 16-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-2-2, Exterior(2) 36-2-2 to 39-2-2 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 10=118. 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 2559322 Truss A08 Truss Type Common Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:58 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-cHWqbgyfI1CA2oXj6YSPRtJKcL59Tcn6D6jVcxy48Pd Scale = 1:66.2 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B3B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 3x6 5x8 3x6 3x8 4x8 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x8 4x6 10-2-14 19-10-0 29-5-2 39-4-14 2-0-0 39-4-14 -2-0-0 2-0-0 7-0-9 7-0-9 13-5-4 6-4-12 19-10-0 6-4-12 26-2-12 6-4-12 32-7-7 6-4-12 39-4-14 6-9-7 0-4-18-7-30-5-55.00 12 Plate Offsets (X,Y)-- [2:0-4-2,0-1-8], [10:0-0-0,0-0-4] 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 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.95 1.00 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.37 -0.65 0.19 (loc) 13-15 13-15 10 l/defl >999 >723 n/a L/d 240 180 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T1: 2x4 HF No.2, T3: 2x4 DF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 1-4-12 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=1783/0-5-8 (min. 0-2-15), 10=1632/0-5-8 (min. 0-2-11) Max Horz2=118(LC 12) Max Uplift2=-156(LC 12), 10=-118(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3470/238, 3-16=-3392/258, 3-4=-3130/195, 4-5=-3050/214, 5-17=-2189/217, 6-17=-2104/227, 6-18=-2104/227, 7-18=-2188/217, 7-19=-2941/235, 8-19=-3020/234, 8-9=-3101/216, 9-20=-3342/263, 10-20=-3404/251 BOT CHORD 2-15=-283/3109, 15-21=-169/2549, 14-21=-169/2549, 14-22=-169/2549, 13-22=-169/2549, 13-23=-115/2533, 12-23=-115/2533, 12-24=-115/2533, 11-24=-115/2533, 10-11=-189/3053 WEBS 6-13=-49/1241, 7-13=-955/178, 7-11=-7/524, 9-11=-354/151, 5-13=-950/176, 5-15=-3/553, 3-15=-392/150 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 16-10-0, Exterior(2) 16-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-2-2, Exterior(2) 36-2-2 to 39-2-2 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 10=118. 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 2559322 Truss A08A Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:53:59 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-5T4Co0zH3KK1fy6vgFzez5sUskRRC3qFSmT28Ny48Pc Scale = 1:66.6 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B3B21 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 3x6 5x8 3x6 3x8 4x8 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x8 4x6 10-2-14 19-10-0 29-5-2 39-8-0 2-0-0 39-8-0 -2-0-0 2-0-0 7-0-9 7-0-9 13-5-4 6-4-12 19-10-0 6-4-12 26-2-12 6-4-12 32-7-7 6-4-12 39-8-0 7-0-9 0-4-18-7-30-4-15.00 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 0.99 1.00 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.35 -0.62 0.17 (loc) 13-15 2-15 10 l/defl >999 >764 n/a L/d 240 180 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T1: 2x4 HF No.2, T3: 2x4 DF No.2 BOT CHORD 2x4 DF 1800F 1.6E *Except* B1: 2x4 HF No.2 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, Except: 2-2-0 oc bracing: 2-15. 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=1793/0-5-8 (min. 0-2-15), 10=1643/0-5-8 (min. 0-2-11) Max Horz2=118(LC 16) Max Uplift2=-156(LC 12), 10=-120(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3497/239, 3-16=-3419/259, 3-4=-3157/197, 4-5=-3077/215, 5-17=-2216/219, 6-17=-2131/229, 6-18=-2131/228, 7-18=-2216/218, 7-19=-3025/239, 8-19=-3041/238, 8-9=-3186/220, 9-20=-3459/272, 10-20=-3519/260 BOT CHORD 2-15=-284/3134, 15-21=-170/2574, 14-21=-170/2574, 14-22=-170/2574, 13-22=-170/2574, 13-23=-118/2585, 12-23=-118/2585, 12-24=-118/2585, 11-24=-118/2585, 10-11=-199/3176 WEBS 6-13=-50/1262, 7-13=-988/180, 7-11=-11/568, 9-11=-414/157, 5-13=-951/176, 5-15=-3/552, 3-15=-391/150 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 16-10-0, Exterior(2) 16-10-0 to 22-10-0, Interior(1) 22-10-0 to 36-5-4, Exterior(2) 36-5-4 to 39-5-4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=156, 10=120. 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 2559322 Truss A09 Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:02 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-V2mLR2?ALFibWPrULOXLbjU3nyXrPSei8khjliy48PZ Scale = 1:68.3 T2 T2 B1 ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 46 47 48 49 50 51 4x6 5x8 4x6 4x8 5x8 4x8 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 0-4-18-7-30-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [24:0-0-0,0-0-4] 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 YES IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.70 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.01 0.07 (loc) 25 25 35 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 193 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 2-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-9-11 oc bracing. WEBS 1 Row at midpt 13-35 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 43) Max Uplift All uplift 100 lb or less at joint(s) 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except 2=-1780(LC 32), 45=-119(LC 18), 26=-119(LC 18), 24=-1785(LC 35) Max Grav All reactions 250 lb or less at joint(s) 35, 38, 39, 40, 41, 42, 43, 44, 45, 33, 32, 31, 30, 29, 28, 27, 26 except 2=1795(LC 53), 37=261(LC 19), 34=261(LC 20), 24=1795(LC 52) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-46=-4441/4366, 3-46=-4220/4101, 3-4=-3957/3942, 4-5=-3605/3635, 5-6=-3540/3523, 6-7=-3089/3103, 7-8=-2637/2684, 8-9=-2186/2265, 9-47=-1741/1846, 10-47=-1455/1552, 10-11=-1307/1427, 11-48=-874/1008, 12-48=-593/757, 12-13=-441/587, 13-14=-441/583, 14-49=-541/765, 15-49=-874/992, 15-16=-1307/1400, 16-50=-1411/1503, 17-50=-1741/1808, 17-18=-2174/2216, 18-19=-2607/2635, 19-20=-3041/3054, 20-21=-3491/3474, 21-22=-3590/3586, 22-23=-3922/3893, 23-51=-4171/4101, 24-51=-4392/4317 BOT CHORD 2-45=-3965/4062, 44-45=-3599/3696, 43-44=-3199/3296, 42-43=-2799/2896, 41-42=-2399/2496, 40-41=-1999/2096, 39-40=-1599/1696, 38-39=-1199/1296, 37-38=-799/896, 36-37=-399/496, 34-35=-399/496, 33-34=-799/896, 32-33=-1199/1296, 31-32=-1599/1696, 30-31=-1999/2096, 29-30=-2399/2496, 28-29=-2799/2896, 27-28=-3199/3296, 26-27=-3599/3696, 24-26=-3965/4043 NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 16-10-0, Corner(3) 16-10-0 to 22-10-0, Exterior(2) 22-10-0 to 38-8-0, Corner(3) 38-8-0 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. Continued on page 2 Job 2559322 Truss A09 Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:02 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-V2mLR2?ALFibWPrULOXLbjU3nyXrPSei8khjliy48PZ NOTES- 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) 37, 38, 39, 40, 41, 42, 43, 44, 34, 33, 32, 31, 30, 29, 28, 27 except (jt=lb) 2=1780, 45=119, 26=119, 24=1785. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a total drag load of 200 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 39-8-0 for 200.0 plf. LOAD CASE(S) Standard Job 2559322 Truss B01 Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:03 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-zEJjeO0o6ZqS8ZQgv52a7x1I5M_68y9rMORGH8y48PY Scale = 1:26.5 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 3x4 3x4 12-11-0 2-0-0 12-11-0 2-0-0 -2-0-0 2-0-0 6-5-8 6-5-8 12-11-0 6-5-8 14-11-0 2-0-0 0-4-13-0-50-4-15.00 12 Plate Offsets (X,Y)-- [2:0-0-6,Edge], [8:0-0-6,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-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: 45 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 12-11-0. (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=381(LC 18), 8=381(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 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 3-5-8, Corner(3) 3-5-8 to 9-5-8, Exterior(2) 9-5-8 to 11-11-0, Corner(3) 11-11-0 to 14-11-0 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. 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 2559322 Truss B02 Truss Type Common Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:04 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-RRt5sj1QttzJmj?sTpZpg8ZLVlA7tDF_b2Bppby48PX Scale = 1:20.2 T1 T1 B1 W3 W2 W1W2W1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 154x12 5x8 4x12 10x10 6x6 3x10 6x6 3x10 3-9-1 6-5-8 9-1-15 12-11-0 12-11-0 3-9-1 3-9-1 6-5-8 2-8-7 9-1-15 2-8-7 12-11-0 3-9-1 0-4-13-0-50-4-15.00 12 Plate Offsets (X,Y)-- [1:0-3-13,0-2-3], [5:0-3-13,0-2-3] 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 0.99 0.84 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.24 0.06 (loc) 7-8 7-8 5 l/defl >884 >625 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF 2400F 2.0E 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. REACTIONS.(lb/size) 1=7335/0-5-8 (req. 0-6-1), 5=6718/0-5-8 (min. 0-5-8) Max Horz1=32(LC 27) Max Uplift1=-489(LC 10), 5=-472(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-14185/926, 2-9=-10372/676, 3-9=-10363/683, 3-10=-10364/684, 4-10=-10373/676, 4-5=-13213/898 BOT CHORD 1-11=-856/13003, 8-11=-856/13003, 8-12=-856/13003, 7-12=-856/13003, 7-13=-799/12106, 6-13=-799/12106, 6-14=-799/12106, 14-15=-799/12106, 5-15=-799/12106 WEBS 3-7=-480/7629, 4-7=-2928/269, 4-6=-165/2524, 2-7=-3957/298, 2-8=-191/3401 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 0-3-0 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 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) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=489, 5=472. 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) 2292 lb down and 172 lb up at 1-6-12, 2453 lb down and 166 lb up at 3-6-12, 2389 lb down and 153 lb up at 5-6-12, 2648 lb down and 178 lb up at 7-6-12, and 1612 lb down and 138 lb up at 9-6-12, and 1612 lb down and 138 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 Continued on page 2 Job 2559322 Truss B02 Truss Type Common Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:04 2020 Page 2 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-RRt5sj1QttzJmj?sTpZpg8ZLVlA7tDF_b2Bppby48PX LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-64, 3-5=-64, 1-5=-20 Concentrated Loads (lb) Vert: 8=-2453(B) 11=-2292(B) 12=-2389(B) 13=-2648(B) 14=-1612 15=-1612 Job 2559322 Truss C01 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:05 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-vdRT3312eA5ANtZ30W42DM6dm9fMcr08qiwNM1y48PW Scale = 1:17.3 T1 W1 B1 1 2 3 4 5 6 2x4 2x4 2x4 5-4-0 2-0-0 5-4-0 -2-0-0 2-0-0 5-4-0 5-4-0 0-4-12-6-115.00 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 >762 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 5-4-0 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=176/Mechanical, 2=383/0-5-8 (min. 0-1-8) Max Horz2=76(LC 11) Max Uplift4=-22(LC 12), 2=-61(LC 8) Max Grav4=208(LC 19), 2=396(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 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 2-2-4, Exterior(2) 2-2-4 to 5-2-4 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 2559322 Truss D01 Truss Type Monopitch Qty 8 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:05 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-vdRT3312eA5ANtZ30W42DM6dm9i7cr08qiwNM1y48PW Scale = 1:17.0 T1 W1 B1 1 2 3 5 6 7 4 2x4 2x4 2x4 3-4-0 2-0-0 3-4-0 2-0-0 -2-0-0 2-0-0 3-4-0 3-4-0 5-4-0 2-0-0 0-4-12-6-110-4-72-2-52-6-115.00 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=63/Mechanical, 5=144/Mechanical, 2=318/0-5-8 (min. 0-1-8) Max Horz2=68(LC 9) Max Uplift4=-21(LC 12), 5=-89(LC 18), 2=-61(LC 8) Max Grav4=77(LC 19), 5=175(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 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 5-3-4 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, 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 2559322 Truss D02 Truss Type Monopitch Qty 12 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:06 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-Np?rGP2hPUD1?08FaDbHlZeoWZ1MLIGH3MgwuTy48PV Scale = 1:12.8 T1 W1 B1 1 2 3 4 5 2x4 2x4 2x4 3-4-0 2-0-0 3-4-0 -2-0-0 2-0-0 3-4-0 3-4-0 0-4-11-8-115.00 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/Mechanical, 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 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 2559322 Truss E01 Truss Type Monopitch Qty 8 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:07 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-s0ZEUl3JAoLudAjR8x7WInB3jzNv4lWRH0PUQvy48PU Scale = 1:10.6 T1 W1 B1 1 2 3 4 5 2x4 2x4 2x4 3-0-0 1-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-15.00 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-P 0.16 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: 10 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 3-0-0 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=92/Mechanical, 2=207/0-5-8 (min. 0-1-8) Max Horz2=42(LC 9) Max Uplift4=-12(LC 12), 2=-33(LC 8) Max Grav4=97(LC 19), 2=218(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 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 2559322 Truss E02 Truss Type GABLE Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:07 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-s0ZEUl3JAoLudAjR8x7WInB4XzNi4lWRH0PUQvy48PU Scale = 1:10.6 T1 W1 B1 1 2 3 4 5 2x4 2x4 2x4 1-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-11-7-15.00 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-P 0.11 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 180 120 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 WEBS 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=109/3-0-0 (min. 0-1-8), 2=195/3-0-0 (min. 0-1-8) Max Horz2=42(LC 9) Max Uplift4=-14(LC 12), 2=-29(LC 12) Max Grav4=114(LC 19), 2=196(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 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) 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 requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 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 2559322 Truss HR01 Truss Type Corner Rafter Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:08 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-KC7ch54xx5TlEKIeieelq_k4bNkApCmaWg91yMy48PT Scale = 1:48.8 T1 T2 T4 T3 1 2 3 4 8 11 12 13 5 6 14 7 9 10 3x8 3x8 3x8 3x8 5x12 5x8 3x8 4x8 3x4 11-2-4 2-9-15 11-2-4 16-8-13 -2-9-15 2-9-15 11-2-4 11-2-4 11-7-0 0-4-12 14-2-11 2-7-10 17-0-10 2-9-15 19-10-9 2-9-15 22-8-8 2-9-15 25-6-7 2-9-15 27-11-1 2-4-10 0-4-18-6-120-4-47-6-13.54 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [3:0-6-0,0-2-0] 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 0.79 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.55 -0.64 -0.03 (loc) 2-4 2-4 4 l/defl >249 >214 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E *Except* T2: 2x4 DF 2400F 2.0E, T4: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-2-2 except (jt=length) 2=0-7-6, 4=0-4-7. (lb) - Max Horz2=206(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 5, 6, 7, 9, 10 except 2=-154(LC 6), 4=-226(LC 12) Max Grav All reactions 250 lb or less at joint(s) 5, 6, 9 except 2=593(LC 1), 4=785(LC 1), 7=288(LC 16), 10=521(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 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) 5, 6, 7, 9, 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6, 7, 9, 10 except (jt=lb) 2=154, 4=226. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4, 5, 6, 7, 9, 10. 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) 50 lb down and 103 lb up at 2-9-8, 50 lb down and 103 lb up at 2-9-8, 54 lb down and 36 lb up at 5-7-7, 66 lb down and 41 lb up at 5-7-7, 161 lb down and 77 lb up at 8-5-6, 149 lb down and 75 lb up at 8-5-6, 243 lb down and 85 lb up at 11-3-5, 44 lb down and 14 lb up at 14-1-4, 49 lb down and 15 lb up at 16-11-3, 52 lb down and 15 lb up at 19-9-2, and 54 lb down and 15 lb up at 22-7-1, and 57 lb down and 12 lb up at 25-5-0 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: 1-11=-64 Concentrated Loads (lb) Vert: 3=-211(F=-111, B=-100) 4=-194(B) 7=-2(B) 9=-5(B) 10=-7(B) 12=45(F=23, B=23) 13=-20(F=-16, B=-4) Job 2559322 Truss HR02 Truss Type Rafter Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:09 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-oOh_vR4ZiPbcsUtqFM9_NCGLDm4PYf?jlKuaVoy48PS Scale = 1:18.8 T1 T2 1 2 3 4 5 3x4 4x6 3x4 3x4 3x4 7-5-0 2-9-15 7-5-0 -2-9-15 2-9-15 7-5-0 7-5-0 0-4-12-6-40-0-72-2-33.54 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 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 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=204/Mechanical, 2=427/0-7-6 (min. 0-2-13) Max Horz2=87(LC 6) Max Uplift3=-64(LC 10), 2=-138(LC 6) Max Grav3=249(LC 16), 2=449(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 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=138. 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 116 lb up at 2-9-8, 50 lb down and 116 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 2559322 Truss S01 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:10 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-GbEM6n5BTjjTUeS0p3gDwPpVzAM1H6Ftz_e81Ey48PR Scale = 1:13.8 T1 B1 1 2 5 3 6 7 4 2x4 5-4-0 2-0-0 1-10-15 3-5-1 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-100-3-85.00 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 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.10 -0.00 (loc) 2-4 2-4 3 l/defl >999 >651 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=315/0-5-8 (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 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 2559322 Truss S02 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:10 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-GbEM6n5BTjjTUeS0p3gDwPpUVAMNH6Ftz_e81Ey48PR Scale = 1:14.0 T1 B1 1 2 5 3 4 2x4 5-4-0 2-0-0 3-10-15 1-5-1 -2-0-0 2-0-0 3-10-15 3-10-15 0-4-11-11-100-3-85.00 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 >725 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=353/0-5-8 (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=101(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 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 2559322 Truss S03 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:11 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-knokK76pE0rK5o1CNnBSSdMfjamL0ZV0CdNhZhy48PQ Scale = 1:9.9 T1 B1 1 2 5 3 4 2x4 2-0-0 2-0-0 1-10-15 0-1-1 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-100-3-85.00 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 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 2559322 Truss S04 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:12 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-CzM7XS7R?KzAjxcPxUih?quqT_6al0lARH7E67y48PP Scale = 1:14.1 T1 B1 1 2 5 3 42x4 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 0-4-11-11-100-4-71-7-31-11-105.00 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 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 2559322 Truss S08 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:12 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-CzM7XS7R?KzAjxcPxUih?quqT_xql0lARH7E67y48PP Scale = 1:18.8 T1 B1 1 2 5 3 6 7 8 4 2x4 8-0-0 2-0-0 1-10-15 6-1-1 -2-0-0 2-0-0 1-10-15 1-10-15 0-4-11-1-100-3-85.00 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 1-10-15 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=341/0-5-8 (min. 0-1-8), 4=79/Mechanical Max Horz2=42(LC 12) Max Uplift3=-116(LC 18), 2=-40(LC 8) Max Grav3=14(LC 8), 2=454(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 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, 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 2559322 Truss S09 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:13 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-gAwVko74me51L5BbUCDwX2R_kOHdUT?JgxsoeZy48PO Scale = 1:18.5 T1 B1 1 2 5 3 4 2x4 8-0-0 2-0-0 3-10-15 4-1-1 -2-0-0 2-0-0 3-10-15 3-10-15 0-4-11-11-100-3-85.00 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 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 2559322 Truss S10 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:13 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-gAwVko74me51L5BbUCDwX2R_kOHdUT?JgxsoeZy48PO Scale = 1:18.3 T1 B1 1 2 5 6 7 3 4 2x4 8-0-0 2-0-0 5-10-15 2-1-1 -2-0-0 2-0-0 5-10-15 5-10-15 0-4-12-9-100-3-85.00 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: 19 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 5-10-15 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=152/Mechanical, 2=428/0-5-8 (min. 0-1-8), 4=77/Mechanical Max Horz2=87(LC 12) Max Uplift3=-61(LC 12), 2=-44(LC 12) Max Grav3=190(LC 19), 2=442(LC 19), 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 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 2559322 Truss S11 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:14 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-8MUty88iXxDuyFln2vl94F_5ondsDwFTubcLA?y48PN Scale = 1:21.8 T1 B1 1 2 5 6 7 8 3 42x4 8-0-0 2-0-0 7-10-15 0-1-1 -2-0-0 2-0-0 7-10-15 7-10-15 0-4-13-7-100-3-85.00 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 0.81 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: 24 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=223/Mechanical, 2=484/0-5-8 (min. 0-1-8), 4=77/Mechanical Max Horz2=104(LC 12) Max Uplift3=-71(LC 12), 2=-57(LC 12) Max Grav3=284(LC 19), 2=504(LC 19), 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 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 3-7-4, Exterior(2) 3-7-4 to 7-10-3 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 2559322 Truss S12 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:15 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-dY2F9U9KHFLlaPK_ccGOdTWHfB?9yNVc7FLviSy48PM Scale = 1:25.8 T1 B1 1 2 6 7 8 3 4 53x6 8-0-0 2-0-0 8-0-0 1-10-15 -2-0-0 2-0-0 8-0-0 8-0-0 9-10-15 1-10-15 0-4-14-5-100-4-74-1-34-5-105.00 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-SH 0.74 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.35 -0.00 (loc) 2-5 2-5 4 l/defl >589 >267 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-3-2. (lb) - Max Horz2=120(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 4, 2, 3 Max Grav All reactions 250 lb or less at joint(s) 4, 5 except 2=504(LC 19), 3=352(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 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 5-7-4, Exterior(2) 5-7-4 to 9-10-3 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) 4, 2, 3. 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. LOAD CASE(S) Standard Job 2559322 Truss S13 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:15 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-dY2F9U9KHFLlaPK_ccGOdTWEZB?ryNVc7FLviSy48PM Scale = 1:29.9 T1 B1 1 2 7 8 9 10 3 4 5 63x6 8-0-0 2-0-0 8-0-0 3-10-15 -2-0-0 2-0-0 8-0-0 8-0-0 11-10-15 3-10-15 0-4-15-3-100-4-74-11-35-3-105.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.94 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 -0.00 (loc) 2-6 2-6 5 l/defl >564 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-3-2, 4=0-1-8. (lb) - Max Horz2=136(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 2, 3, 4 Max Grav All reactions 250 lb or less at joint(s) 5, 6, 4 except 2=495(LC 19), 3=340(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 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 7-7-4, Exterior(2) 7-7-4 to 11-10-3 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 at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2, 3, 4. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4. 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 2559322 Truss S14 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:16 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-5kcdNqAy2ZTcCZvAAKnd9g3PgbL4hqklMv5SFuy48PL Scale = 1:34.0 T1 B1 1 2 8 9 3 10 4 5 6 73x6 8-0-0 2-0-0 8-0-0 5-10-15 -2-0-0 2-0-0 8-0-0 8-0-0 13-10-15 5-10-15 0-4-16-1-100-4-75-9-36-1-105.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.92 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 -0.00 (loc) 2-7 2-7 6 l/defl >564 >254 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings Mechanical except (jt=length) 2=0-5-8, 3=0-3-2, 4=0-1-8, 5=0-1-8. (lb) - Max Horz2=152(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 3, 4, 5 Max Grav All reactions 250 lb or less at joint(s) 6, 7, 4, 5 except 2=492(LC 1), 3=311(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 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 9-7-4, Exterior(2) 9-7-4 to 13-10-3 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 at joint(s) 4, 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 3, 4, 5. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5. 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 2559322 Truss S15 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:17 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-ZxA0aABapsbTpjUMj1IsiucaQ?hJQH_vaZq?nKy48PK Scale = 1:38.1 T1 B1 1 2 9 10 3 4 11 5 6 7 83x6 8-0-0 2-0-0 8-0-0 7-10-15 -2-0-0 2-0-0 8-0-0 8-0-0 15-10-15 7-10-15 0-4-16-11-100-4-76-7-36-11-105.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.92 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 -0.00 (loc) 2-8 2-8 7 l/defl >564 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 7=Mechanical, 2=0-5-8, 8=Mechanical, 3=0-3-2. (lb) - Max Horz2=168(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 3, 4, 5, 6 Max Grav All reactions 250 lb or less at joint(s) 7, 8, 4, 5, 6 except 2=492(LC 1), 3=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 11-7-4, Exterior(2) 11-7-4 to 15-10-3 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 at joint(s) 4, 5, 6. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2, 3, 4, 5, 6. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 4, 5, 6. 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 2559322 Truss S16 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:17 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-ZxA0aABapsbTpjUMj1IsiucaQ?hJQH_vaZq?nKy48PK Scale = 1:42.2 T2 B1 T1 1 2 4 11 12 3 5 13 6 14 7 8 9 10 3x4 3x6 8-0-0 2-0-0 8-0-0 9-10-15 -2-0-0 2-0-0 8-0-0 8-0-0 17-10-15 9-10-15 0-4-17-9-100-4-77-5-37-9-105.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.92 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 -0.00 (loc) 2-10 2-10 9 l/defl >564 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 9=Mechanical, 2=0-5-8, 10=Mechanical, 3=0-3-2. (lb) - Max Horz2=184(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 9, 2, 3, 5, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 9, 10, 5, 6, 7, 8 except 2=492(LC 1), 3=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 13-7-4, Exterior(2) 13-7-4 to 17-10-3 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 at joint(s) 5, 6, 7, 8. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 2, 3, 5, 6, 7, 8. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6, 7, 8. 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 2559322 Truss S17 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:18 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-17jOoWBCaAjKRs3ZHlp5E58lAP1Y9kE2pDaZJny48PJ Scale = 1:45.8 T2 B1 T1 1 2 4 12 13 3 5 6 14 7 15 8 9 10 11 3x4 3x6 8-0-0 2-0-0 8-0-0 11-8-3 -2-0-0 2-0-0 8-0-0 8-0-0 19-8-3 11-8-3 0-4-18-6-70-4-78-2-18-6-75.00 12 Plate Offsets (X,Y)-- [2:0-0-2,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 0.92 0.57 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.36 -0.00 (loc) 2-11 2-11 10 l/defl >564 >254 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-1-8 except (jt=length) 10=Mechanical, 2=0-5-8, 11=Mechanical, 3=0-3-2. (lb) - Max Horz2=198(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 10, 2, 3, 5, 6, 7, 8, 9 Max Grav All reactions 250 lb or less at joint(s) 10, 11, 5, 6, 7, 8, 9 except 2=492(LC 1), 3=281(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph 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 15-4-8, Exterior(2) 15-4-8 to 19-7-7 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 at joint(s) 5, 6, 7, 8, 9. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 2, 3, 5, 6, 7, 8, 9. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3, 5, 6, 7, 8, 9. 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 2559322 Truss S18 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Dec 29 07:54:19 2020 Page 1 Builders First Source, Arlington,WA 98223 ID:adb9oc3VgkN26qLnqk57BiyD?9s-VJHm?sCqLUsB30elrSKKnJh?AoUCuBUC2tJ6rDy48PI Scale = 1:18.4 T1 B1 1 2 5 6 7 3 42x4 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 0-4-12-9-100-4-72-5-32-9-105.00 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 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