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Home My WebLink AboutTRUSS LAYOUT - 22-00059 - Java Espress6901 -Z9£ -(90Z) eojnoSlsji j Ll 90L£83l01 '35109wap''n8 OZi NOS`JV3 S 00,,, c 0 O C_ C O m „0 ,b ------------m m I II w � = I I I I LL I I I I 0, I I\ F— I O J Z ,� I Oa J o0 I H i I E I \ N I LL nsinipgns :�OO�g :rO� SS3LIdx3 33.d3OO VAVr :Parad N L6.. v o r M - w lOZ6�Z6-ZZ :#90f a `J2inexai IS GW N 999 :ssaippy a an�Q:uewsa eg '1SN0� NVHld31 'japre .a an�Q :�au),sa(, L "a .OZ ----------------- S31Vld Z +.6-Z 13dVNVd ,0-,£ rn LU U) I IIIVM llVl v --- ---IJ- --- --- -' —S31Vld Z +„ 6- Zpy--13dVilVd I ,.0-,£ I I LOV I I I I I Z0V „Z/L L,9L of 1 LU Ir I szsnw I �\Q j g a £0V / � I szsnw LL, I 1 o a I = ° + ZOV I szsnw Ix S3SSnal d33a „Z£ a I DM I I I Lu F I O I I �ow I I I m I I oQ I I I S31Vld Z + „6-,Z llVl 11V LU \ U) U) J J a ¢I w I io i I I I 409 T6) I jl S31Vld Z +F 11 13dVaVd , I I ---------------------- .0 .Z „9 ,6 L io BMC TRUSS (BOISE), Boise, ID 83709 5-6-6 5-0-14 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:54 Page: ID:rlpKgvA_t_vmAXzTDG1 XxUylZbz-dBZEH Rgij7tXjSQ FEfYKfJYwBGvupOggK171VSyCOq� 5-2-10 5-2-10 21-0-8 5-0-14 13 14 1 4X8= 3x4= 2x4 3x6= 3x4= m 1 15 2 16 3 17 4 5 18 6 0VV 3 VV I VV 3121 c9 N 0-3-M 11 10 9 8 Scale = 1:43.1 12 2x4 u 4x5= 4x5= 3x10= 4x5= 5-6-6 10-9-0 15-11-10 21-6-0 5-6-6 5-2-10 5-2-10 5-6-6 Plate Offsets (X, Y): [1:0 -4-4,0-2-0],[6:0-4-4,0-2-0],[8:0-1-12,0-1-8],[11:0-1-12,0-1-8] 2x4 u Loading (psf) Spacing 2-0-0 CSI 2x4 DF 1800F 1.6E or 2x4 DF No.1&Str or DEFL in (loc) I/deft Lld PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.19 9 >999 240 MT20 220/195 (Roof Snow = 35.0) 2x4 DF -N 1800F 1.6E "Except` W3:2x4 DF Lumber DOL 1.15 BC 0.44 Vert(CT) -0.28 9 >892 180 International Building Code section 2306.1 and TCDL 7.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.04 7 n/a n/a or the orientation of the purlin along the top and/or BCLL 0.0 Code IBC2018/TP12014 Matrix -MS MiTek recommends that Stabilizers and 7) anger(s) or other connection device(s) shall be required cross bracing be installed during provided sufficient to support concentrated load(s) 250 Ib BCDL 10.0 down and 52 Ib up at B-9-0, and 250 Ib down and 52 Ib Installation guide. up at 12-9-0 on top chord. The design/selection of such Weight:1181b FT=20% LUMBER 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lura DOL=1.15 Plate TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Str or DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; 2x4 DF -N 180OF 1.6E Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or applied where required. 2x4 DF -N 180OF 1.6E 3) This truss has been checked for uniform snow load only, WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or except as noted. 2x4 DF -N 1800F 1.6E "Except` W3:2x4 DF 4) Provide adequate drainage to prevent water ponding. Stud/Std, W1:2x6 DF 1800F 1.6E or 2x6 DF 5) This truss is designed in accordance with the 2018 SS International Building Code section 2306.1 and BRACING referenced standard ANSI/TPI 1. TOP CHORD 2-0-0 oc purtins (3-0-0 max.): 1-6. 6) Graphical purlin representation does not depict the size BOT CHORD Rigid ceiling directly applied or 10-0-0 oc or the orientation of the purlin along the top and/or bracing. bottom chord. MiTek recommends that Stabilizers and 7) anger(s) or other connection device(s) shall be required cross bracing be installed during provided sufficient to support concentrated load(s) 250 Ib truss erection, in accordance with Stabilizer down and 52 Ib up at B-9-0, and 250 Ib down and 52 Ib Installation guide. up at 12-9-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. REACTIONS (Ib/size) 7=1344/0-5-8, (min. 0-1-B), LOAD CASE(S) Standard 12=1344/0-5-8, (min. 0-1-8) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 Increase=1.15 (lb) or less except when shown. Uniform Loads (Ib/ft) TOP CHORD 1-15=-2517/433, 2-15=-2517/433, Vert: 1-6=-84, 7-12=-20 2-16=-3471/601, 3-16=-3471/601, Concentrated Loads (lb) 3-17=-3471/601, 4-17=-3471/601, Vert: 16=-250, 17=-250 4-5=-3471/601, 5-18=-2517/433, 6-18=-2517/433 BOT CHORD 10-11=-433/2517,9-10=-433/2517, 8-9=-433/2517 WEBS 2-11=-1010/267, 2-9=-185/1048, 3-9=-776/212, 5-9=-185/1048, 5-8=-1010/267, 1-12=-1298/261, 1-11=-475/2758, 6-7=-1298/261, 6-8=-475/2758 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=911 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 18-10-7, Corner (3) 18-10-7 to 21-3-4 zone; 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 Job Truss Truss Type Qty Ply 22-123120T A02 Flat Girder 2 1 Job Reference (optional) BMC TRUSS (BOISE), Boise, ID 83709 Run: 8.53 S Jan 6 2022 Print 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:54 Page: ID:rlpKgvA_t vmAXzTDG1XxUylZbz-dBZEHRgij7tXjSQFEfYKfJYtRGuopMcgK171VSyC0q\ Scale = 1:43.1 0 ro N 0-5 :8:Z:: -b-b 7 D-9-0 15-11-10 21-0-8 5-0-14 5-2-10 5-2-10 5-0-14 IL 2X4 it 7x8= 6x8= 4x8= 7x8= 5-6-6 10-9-0 15-11-10 21-6-0 5-6-6 5-2-10 5-2-10 5-6-6 Plate Offsets (X, Y): [1:0-4-12,0-2-0], [2:0-2-12,0-1-8], [5:0-2-12,0-1-8], [6:0-4-12,0-2-01, [8:0-2-12,0-4-8], [9:0-4-0,0-1-8], [11:0-2-12,0-4-8] 2x4 it Loading (psf) Spacing 2-0-0 CSI 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.26 8-9 >971 240 MT20 220/195 (Roof Snow = 35.0) Stud/Std, W1:2x6 DF 180OF 1.6E or 2x6 DF Lumber DOL 1.15 BC 0.51 Vert(CT) -0.38 8-9 >663 180 down at 12-9-0 on top chord, and 723 Ib down at TCDL 7.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 7 n/a n/a such connection device(s) is the responsibility of others. BCLL 0.0 Code IBC2018/TP12014 Matrix -MS 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate truss erection, in accordance with Stabilizer Increase=1.15 BCDL 10.0 Uniform Loads (Ib/ft) Vert: 1-6=-84, 7-12=-20 REACTIONS (Ib/size) 7=2185/0-5-8, (min. 0-2-5), Concentrated Loads (lb) Weight: 133 Ib FT = 20% LUMBER 5) This truss is designed in accordance with the 2018 TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or International Building Code section 2306.1 and 2x4 DF -N 1800F 1.6E referenced standard ANSI/TPI 1. BOT CHORD 2x6 OF 180OF 1.6E or 2x6 OF SS 6) Graphical purlin representation does not depict the size WEBS 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr or or the orientation of the purlin along the top and/or 2x4 DF -N 1800E 1.6E `Except' W3:2x4 OF bottom chord. Stud/Std, W1:2x6 DF 180OF 1.6E or 2x6 DF 7) Hanger(s) or other connection device(s) shall be SS provided sufficient to support concentrated load(s) 250 Ib BRACING down at 12-9-0 on top chord, and 723 Ib down at TOP CHORD 2-0-0 oc purlins (2-3-11 max.): 1-6. 15-6-12, and 166 Ib down at 16-11-4, and 197 Ib down BOT CHORD Rigid ceiling directly applied or 10-0-0 oc at 19-6-12 on bottom chord. The design/selection of bracing. such connection device(s) is the responsibility of others. MiTek recommends that Stabilizers and LOAD CASE(S) Standard required cross bracing be installed during 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate truss erection, in accordance with Stabilizer Increase=1.15 Installation guide. Uniform Loads (Ib/ft) Vert: 1-6=-84, 7-12=-20 REACTIONS (Ib/size) 7=2185/0-5-8, (min. 0-2-5), Concentrated Loads (lb) 12=1591/0-5-8, (min. 0-1-11) Vert: 15=-250, 16=-250, 17=-723, 18=-166, 19=-197 FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3149/0, 2-15=-4675/0, 3-15=-4675/0, 3-16=-4675/0, 4-16=-4675/0, 4-5=-4675/0, 5-6=-421410 BOT CHORD 10-11=0/3149, 9-10=0/3149, 9-17=0/4214, 8-17=0/4214 WEBS 5-8=-772/99,3-9=-777/31, 2-11=-1247/0, 5-9=-114/504, 2-9=0/1667, 1-12=-1531/0, 1-11=0/3430, 6-7=-1996/0, 6-8=014590 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. Il; Exp B; Enclosed; MWFRS (envelope); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. BMC TRUSS (BOISE), Boise, ID 83709 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: ID:rlpKgvA_t_vmAXzTDG1 XxUylZbz-5L7cVnhKUR?OKc?SnM3ZCX46BgGIYnLgZhtJ 1 vyCOgL 5-0-14 5-2-10 1 4-9-0 9 14 c8= 3x4= 2X4 4x5= 1 10 15<71 2 11 3 12 VV 3 W 3 o co N 5 7 6 8 2x4 n 3x6 = 3X10= 2x4 n 5-6-6 L 10-9-0 15-6-0 Scale = 1:42.5 5-6-6 15-2-10 4-9-0 Plate Offsets (X, Y): [6:0-1-12,0-1-8), C7:0-2-4,0-1-81 Loading (psf) Spacing 2-0-0 CSI 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.07 6-7 >999 240 MT20 220/195 (Roof Snow = 35.0) 1.6E or 2x6 DF SS Lumber DOL 1.15 BC 0.30 Vert(CT) -0.11 6-7 >999 180 Hanger(s) or other connection device(s) shall be TCDL 7.0 Rep Stress Incr NO WB 0.81 Horz(CT) 0.01 5 n/a n/a up at 12-9-0 on top chord. The design/selection of such BCLL 0.0 Code IBC2018ITP12014 Matrix -MS required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate BCDL 10.0 Increase=1.15 Uniform Loads (Ib/ft) REACTIONS (Ib/size) 5=1134/ Mechanical, (min. 0-1-8), Vert: 1-4=-84, 5-8=-20 Weight: 82 lb FT=20% LUMBER 4) Provide adequate drainage to prevent water ponding. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 5) Refer to girder(s) for truss to truss connections. 2x4 DF -N 1800F 1.6E 6) This truss is designed in accordance with the 2018 BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or International Building Code section 2306.1 and 2x4 DF -N 1800F 1.6E referenced standard ANSIITPI 1. WEBS 2x4 OF Stud/Std "Except* W1:2x6 DF 1800F 7) Graphical purlin representation does not depict the size 1.6E or 2x6 DF SS orthe orientation of the purlin along the top and/or BRACING bottom chord. TOP CHORD 2-0-0 oc purlins (4-6-8 max.): 1-4, except 8) Hanger(s) or other connection device(s) shall be end verticals. provided sufficient to support concentrated load(s) 250 Ib BOT CHORD Rigid ceiling directly applied or 10-0-0 oc down and 67 Ib up at 8-9-0, and 250 Ib down and 67 Ib racing. up at 12-9-0 on top chord. The design/selection of such MiTek recommends that Stabilizers and connection device(s) is the responsibility of others. required cross bracing be installed during LOAD CASE(S) Standard truss erection, in accordance with Stabilizer 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Installation guide. Increase=1.15 Uniform Loads (Ib/ft) REACTIONS (Ib/size) 5=1134/ Mechanical, (min. 0-1-8), Vert: 1-4=-84, 5-8=-20 8=939/0-5-8, (min. 0-1-8) Concentrated Loads (lb) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 Vert: 11=-250, 12=-250 (lb) or less except when shown. TOP CHORD 1-10=-1616/342, 2-10=-1616/342, 2-11=-1684/369, 3-11=-1684/369, 3-12=-1684/369, 4-12=-1684/369, 4-5=-1083/281 BOT CHORD 6-7=-342/1616 WEBS 1-8=-893/232, 2-7=-605/225, 3-6=-782/260, 1-7=-375/1770, 4-6=-398/1830 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf,, BCDL=6.Opsf; h=12ft; Ke=1.00; Cat, 11; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 12-11-7, Corner (3) 12-11-7 to 15-4-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. BMC TRUSS (BOISE), Boise, ID 83709 Run: 8,53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: ID:gNN7Vw511MYaoFYEFEBQOfyEejs-5L7cVnhKU R?OKc?SnM3ZCX4ETgKrYzigZhtJ 1 vyCOgL 0-5-8 1-10-8 1-5-0 0-5-8 a 3x4 = 0 1 2 03 0 C? 0 N (V 0-3-� 3 3x6= 2x4 ii 0 Scale = 1:54.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.01 Vert(CT) n/a n/a 999 TCDL 7.0 Rep Stress Incr NO WB 0.02 Horz(CT) n/a - n/a n/a BCLL 0.0 Code IBC201B/TP12014 Matrix -MP BCDL 10.0 Weight: 22 Ib FT = 20 LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2X4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 1 BOOF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std *Except* W1:2x6 DF 1800F 1.6E or 2x6 OF SS BRACING TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing, MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=78/ Mechanical, (min. 0-1-8), 4=78/0-5-8, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lura DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standardANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard BMC TRUSS (BOISE), Boise, ID 83709 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: ID:Cnwsfx?sXvS9lXdcVQITQzyEehO-5L7cVnhKUR?OKc?SnM3ZCX4BUgK3Yz?gZhtJlvyCOgL 1 3.10-8 Scale = 1:27.7 ' 1 3x4 = W7 2x4 x 2x4 n 4x5 = Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 3-4 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 3-4 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0 Code IBC20181TP12014 Matrix -MP BCDL 10.0 Weight: 24 Ib FT = 20% LUMBER 1) TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 cc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=217/ Mechanical, (min. 0-1-8), 4=217/ Mechanical, (min. 0-1-8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL ASCE 7-16; Pf=35.0 psf (Lura DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standardANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 Ib down at 1-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-2=-84, 3-4=-20 Concentrated Loads (Ib) Vert: 5=-62 BMC TRUSS (BOISE), Boise, ID 83709 0 N Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: ID: kJg2unnZnNBjbmFBSeiFhAyEehg-5L7cVnhKUR?OKc?SnM3ZCX4BUgAWYz?gZhtJ 1 vyCOgU W1 3x4 = 2X4 a 2x4 o W1 45 = Scale = 1:27.7 L 3-10-8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.04 3-4 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.06 3-4 >741 180 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0 Code IBC2018(TP12014 Matrix -MP BCDL 10.0 Weight: 24 Ib FT = 20 LUMBER 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or Increase=1.15 2x4 DF -N 180OF 1.6E Uniform Loads (Ib/ft) BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS Vert: 1-2=-84, 3-4=-20 WEBS 2x4 DF Stud/Std Concentrated Loads (lb) BRACING Vert: 5=-1114 TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=743/ Mechanical, (min. 0-1-8), 4=743/ Mechanical, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1114 Ib down at 1-11-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard BMC TRUSS (BOISE), Boise, ID 83709 Scale = 1:27.7 Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: ID:oflwe2JjTGwFID6uHgFS9lyC2Ge-5L7cVnhKUR?OKc?SnM3ZCX4BpgK3Yz?gZhtJlvyCOgU Wt 0 N 4 3x4 = 2x4 u 3-10-8 2x4 n W1 3x4 = 3 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 3-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) n/a - n/a n/a BCLL 0.0 Code IBC2018/TPI2014 Matrix -MP BCDL 10.0 Weight: 21 Ib FT = 20% LUMBER TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 3=186/ Mechanical, (min. 0-1-8), 4=186/ Mechanical, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard BMC TRUSS (BOISE), Boise, ID 83709 0 Scale = 1:47.6 1- -0 0-3-8� Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 05 10:58:55 Page: I D: VbZAgnhzrwabMzjrzFfaNyla6t-5L7cVnhKUR?OKc?SnM3ZCX4CQgG8YuNgZhtJ1 vyCoq L 0-5-8 11-5-8 3-0-4 5-8-12 8-5-4 11-0-0 2-6-12 2-8-8 2-8-8 2-6-12 0-5-8 0-5-8 3x6= 3x10= 3x6= 5-8-12 1, 11-5-8 5-8-12 5-8-12 Loading (psf) Spacing 2-0-0 CSI 2x4 DF -N 1800F 1.6E DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.06 7 >999 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.09 7-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.36 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2018rrP12014 Matrix -MP BCDL 10.0 Weight: 621b FT=20% LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF NoA &Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std *Except` W1,W4:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD 2-0-0 oc purlins (4-11-10 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc racing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 6=749/0-5-8, (min. 0-1-8), 8=613/0-5-8, (min. 0-1-8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-1766/379, 3-12=-1766/379, 3-4=-1766/379 BOT CHORD 7-8=-347/1237, 6-7=-401/1406 WEBS 2-7=-34/567, 2-8=-1321/370, 4-7=0/386, 4-6=-1501/428 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. II; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 8-9-15, Corner (3) 8-9-15 to 11-2-12 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL• ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standardANSI(TPI 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase= 1. 15 Uniform Loads (Ib/ft) Vert: 1-12=-84, 6-8=-20 Trapezoidal Loads (Ib/ft) Vert: 12= -84 -to -3=-92, 3= -92 -to -4=-123, 4= -123 - to -13=-127, 13= -127 -to -5=-154 BMC TRUSS (BOISE), Boise, ID 83709 0 C? Lo Scale = 1:43.7 1-0 0 -3 -Yr Run: 8.53 S Jan 6 2022 Print: 8.530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: ID:uxgr32h4D_OTx4vUdG7JfkylZOO-5L7cVnhKUR?OKc?SnM3ZCX45FgDAYo8gZhtJlvyCOgL 4-5-9 4-7-5 4-5-9 0-5-8 4x6= 4x5= 4x5= 2x4u 1 4-11-1 9-6-7 14-5-8 4-11-1 4-7-5 4-11-1 Plate Offsets (X, Y): [2:0-1-12,0-1-12], [4:0-4-4,0-2-01,16:0-1-12.0-1-121, [8:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI 2x4 DF -N 180OF 1.6E DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.18 6-7 -928 240 MT20 2201195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.50 Vert(CT) -0.27 6-7 >623 180 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.04 5 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix -MP BCDL 10.0 Weight: 75 Ib FT = 20% LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* W1,W4:2x6 DF 180OF 1.6E or 2x6 DF SS, W3:2x4 DF Stud/Std BRACING TOP CHORD 2-0-0 oc purlins (3-4-10 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 8-10-10 oc bracin . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (!b/size) 5=898/0-5-8, (min. 0-1-8), 8=754/0-5-8, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-2528/528, 3-12=-2528/528, 3-13=-2660/569, 4-13=-2660/569 BOT CHORD 7-8=-528/2528, 6-7=-569/2660 WEBS 4-5=-867/231, 2-8=-2545/522, 3-6=-490/185, 4-6=-534/2541 NOTES 1) Wind: ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=6.Opsf; h=12ft; Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) 0-2-12 to 2-7-9, Exterior (2) 2-7-9 to 11-7-3, Comer (3) 11-7-3 to 14-0-0 zone; 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) TOLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard AN 1. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (Ib/ft) Vert: 1-12=-84, 5-6=-20 Trapezoidal Loads (Ib/ft) Vert: 12= -84 -to -3=-102, 3= -102 -to -13= -126,13= -126 - to -4=-154 __ Job Truss Truss Type QtyPly 2?-1231i20T CO2 Flat 1 1 Job Reference (optional) BMC TRUSS (BOISE), Boise, ID 63709 Run: 8.53 S Jan 6 2022 Print 8,530 S Jan 6 2022 MiTek Industries, Inc. Mon Dec 0510:58:55 Page: I D:OC3xbl1 ROUtupD9c1 fgFSnylJvg-5L7cVnh KU R?OKc?SnM3ZCX49SgEGYkXgZhtJ 1 vyCOgU 0 N 1- -0 0-3-� 4-5-9 5x8 n 4-7-5 4-6-1 1 9�a: 7 6 8 G 2x4 a 5x6 = 4x5 = y 4x6 = 4-11-1 9-6-7 14-6-0 Ilk Scale = 1:36.9 4-11-1 4-7-5 4-11-9 Plate Offsets (X, Y): (1:Edge,0-2-4], [3:0-2-0,0-1-12], (5:0-2-12,0-1-12], [7:0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.18 6-7 >962 240 MT20 220/195 (Roof Snow = 35.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.26 6-7 >646 180 TCDL 7.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 5 n/a n/a BCLL 0.0 Code IBC2018/TP12014 Matrix -MP BCDL 10.0 Weight: 68 lb FT=20% LUMBER TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std *Except* W12x6 DF 180OF 1.6E or 2x6 DF SS BRACING TOP CHORD 2-0-0 oc purlins (3-11-12 max.): 1-4. BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. WEBS 1 Row at mid t 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 5=723/0-5-8, (min. 0-1-8), 8=723/0-5-8, (min. 0-1-8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-2338/478, 2-11=-2338/478, 2-3=-2399/490 BOT CHORD 6-7=-478/2338, 5-6=-490/2399 WEBS 1-8=-689/181, 2-7=-419/165,1-7=-451/2249, 3-5=-2412/483 NOTES 1) Wind:ASCE 7-16; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.Opsf, h=12ft; Ke=1.00; Cat. 11; Exp B; Enclosed; MWFRS (envelope) and C -C Corner (3) 0-5-8 to 2-10-5, Exterior (2) 2-10-5 to 11-10-7, Corner (3) 11-10-7 to 14-3-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10; IBC 1607.11.2 minimum roof live load applied where required. 3) This truss has been checked for uniform snow load only, except as noted. 4) Provide adequate drainage to prevent water ponding. 5) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard