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HomeMy WebLinkAboutTRUSS SPECS - 20-00531 - 2163 W 690 S - New SFRJob 20-067586T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-dS3KMm1noCuV2AN7xZHqgE9qb6qHiW97mnJ27cz3?5t Scale = 1:75.0 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 T1 T1 B1B2 ST13 ST11 ST12 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST2 ST1 ST11 ST12 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST2 ST1ST3 ST3 A B C D E F G H I J K Q P O N M L BC BD BE BF BG BH BI BJ BK BL BM BN BO 5x6 3x4 5x6 4x5 3x6 3x4 8x12 4x5 3x6 3x4 8x12 5x6 2x4 2x4 2x4 2x4 2x4 5x6 5x6 2x4 2x4 2x4 2x4 2x4 5x6 5x6 7-0-0 7-0-0 8-4-13 1-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 35-0-0 1-4-13 42-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 5 - 0 10 - 1 1 - 0 11 - 3 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [C:0-3-4,Edge], [D:0-3-0,0-3-0], [F:0-1-12,0-1-8], [H:0-3-0,0-3-0], [I:0-3-4,Edge], [J:0-0-0,0-1-1], [M:0-3-0,0-3-4], [P:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.66 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.50 0.17 0.30 (loc) N-O N-O J L-N l/defl >999 >987 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 345 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST13,ST10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-3-5 oc bracing. WEBS 1 Row at midpt F-N, F-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2188/0-5-8 (min. 0-2-5), J=2188/0-5-8 (min. 0-2-5) Max Horz B=-237(LC 10) Max UpliftB=-830(LC 12), J=-830(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BC=-3906/2528, C-BC=-3784/2544, C-D=-3675/2571, D-E=-3431/2595, E-BD=-2840/2078, F-BD=-2694/2094, F-BE=-2694/2094, G-BE=-2840/2078, G-H=-3431/2595, H-I=-3675/2571, I-BF=-3784/2544, J-BF=-3906/2528 BOT CHORD B-BG=-2098/3339, Q-BG=-2098/3339, Q-BH=-1621/2730, P-BH=-1621/2730, P-BI=-1621/2730, O-BI=-1621/2730, O-BJ=-1088/2040, BJ-BK=-1088/2040, BK-BL=-1088/2040, N-BL=-1088/2040, N-BM=-1625/2730, M-BM=-1625/2730, M-BN=-1625/2730, L-BN=-1625/2730, L-BO=-2098/3339, J-BO=-2098/3339 WEBS F-N=-835/1037, G-N=-901/627, G-L=-640/731, I-L=-469/270, F-O=-835/1037, E-O=-901/627, E-Q=-640/731, C-Q=-469/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 3-1-10, Exterior(2) 3-1-10 to 21-0-0, Corner(3) 21-0-0 to 25-2-6, Exterior(2) 25-2-6 to 43-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=830, J=830. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss A2 Truss Type Common Qty 14 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-11kS_o3f47G4ve6hchqXHsnKrJr_vt_ZSlYijxz3?5q Scale = 1:70.3 T2 T2 B1 W1 W2 W3 W4 W1 W2W3 W4 T1 T1 B1B2AB C D E F G H I J K Q P O N M L R S T U V W X Y Z AA 3x6 5x6 3x6 5x6 5x6 4x5 3x6 3x4 1.5x4 4x5 3x6 3x4 1.5x4 5x6 5x6 8-4-13 8-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 42-0-0 8-4-13 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 5 - 0 10 - 1 1 - 0 11 - 3 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [J:0-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.66 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.50 0.17 0.29 (loc) N-O N-O J N-O l/defl >999 >987 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. WEBS 1 Row at midpt F-N, F-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2188/0-5-8 (min. 0-2-5), J=2188/0-5-8 (min. 0-2-5) Max Horz B=-237(LC 10) Max UpliftB=-830(LC 12), J=-830(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-3906/1995, C-R=-3784/2011, C-D=-3675/2030, D-E=-3431/2053, E-S=-2840/1634, F-S=-2694/1649, F-T=-2694/1649, G-T=-2840/1634, G-H=-3431/2053, H-I=-3675/2030, I-U=-3784/2011, J-U=-3906/1995 BOT CHORD B-Q=-1679/3339, Q-V=-1299/2730, P-V=-1299/2730, P-W=-1299/2730, O-W=-1299/2730, O-X=-893/2040, X-Y=-893/2040, N-Y=-893/2040, N-Z=-1311/2730, M-Z=-1311/2730, M-AA=-1311/2730, L-AA=-1311/2730, J-L=-1684/3339 WEBS F-N=-693/1037, G-N=-901/446, G-L=-517/731, I-L=-469/172, F-O=-693/1037, E-O=-901/446, E-Q=-517/731, C-Q=-469/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 3-1-10, Interior(1) 3-1-10 to 21-0-0, Exterior(2) 21-0-0 to 25-2-6, Interior(1) 25-2-6 to 43-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=830, J=830. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss A3 Truss Type Common Qty 6 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-zQsDPT4wclWn9xF4k6s?NHtiA7b9MnFsv31popz3?5o Scale = 1:78.7 T2 T2 B1 W7 W5 W3 W1 W2 W4 W6 W8 T1 T1 B1B2AB C D E F G H I J K Q P O N M L R S T U V W X 3x6 8x12 MT20HS 3x6 3x6 3x6 3x4 1.5x4 3x4 6x8 3x4 3x4 3x4 1.5x4 3x6 3x6 9-10-6 9-10-6 19-8-12 9-10-6 28-0-0 8-3-4 35-0-0 7-0-0 42-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 5 - 0 10 - 1 1 - 0 11 - 3 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1], [J:0-0-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.42 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.34 0.02 0.23 (loc) O-Q O-Q J B-Q l/defl >848 >679 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 205 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W4,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-O, F-O, G-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=666/0-5-8 (min. 0-1-8), O=2869/0-5-8 (min. 0-3-1), J=842/0-3-8 (min. 0-1-8) Max Horz B=-237(LC 10) Max UpliftB=-252(LC 12), O=-1091(LC 12), J=-318(LC 12) Max GravB=826(LC 21), O=2869(LC 1), J=957(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-1004/229, C-R=-886/246, C-D=-616/258, D-E=-370/304, E-S=-357/882, F-S=-342/1044, F-T=-286/869, G-T=-301/708, G-H=-300/234, H-I=-543/189, I-U=-1214/521, J-U=-1339/506 BOT CHORD B-Q=-204/782, Q-V=-394/300, P-V=-394/300, P-W=-394/300, O-W=-394/300, O-X=-189/368, N-X=-189/368, M-N=-189/368, L-M=-362/1074, J-L=-362/1074 WEBS C-Q=-561/235, E-Q=-549/686, E-O=-979/536, F-O=-1300/470, G-O=-1079/657, G-M=-428/482, I-M=-806/497, I-L=-213/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 3-1-10, Interior(1) 3-1-10 to 21-0-0, Exterior(2) 21-0-0 to 25-2-6, Interior(1) 25-2-6 to 43-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=252, O=1091, J=318. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-O?XL1V7ovgvM0P_fPFQi_wVCNKfyZ5IIc1FTP8z3?5l Scale = 1:91.5 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 ST10 ST8 ST9 ST7 ST5 ST6 ST4 ST2 ST3 ST1 ST8 ST9 ST7 ST5 T1 T1 B1B2AB C D E F G H I J K S R Q P O N M LAM AN AO AP AQ AR AS 5x6 3x4 3x6 4x5 4x5 3x6 4x5 1.5x4 8x12 3x6 4x5 1.5x4 1.5x4 1.5x4 1.5x4 7x10 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5x6 1.5x4 1.5x4 1.5x4 4x8 4x5 Special Special Special 7-0-0 7-0-0 8-4-13 1-4-13 16-9-8 8-4-11 16-9-10 0-0-2 25-2-6 8-4-13 33-7-3 8-4-13 35-0-0 1-4-13 42-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 5 - 0 10 - 1 1 - 0 11 - 3 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-3-7,0-0-14], [D:0-3-0,0-3-0], [F:0-3-4,Edge], [F:0-1-12,0-1-8], [R:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.29 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.01 0.08 (loc) L-N L-N J J-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 330 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST10,ST7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: L-N,J-L. WEBS 1 Row at midpt F-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-4-0 except (jt=length) B=0-5-8, J=0-3-8. (lb) - Max Horz B=237(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except B=-199(LC 8), P=-950(LC 8), O=-161(LC 8), Q=-242(LC 8), J=-406(LC 25) Max Grav All reactions 250 lb or less at joint(s) except B=703(LC 17), P=2707(LC 1), O=417(LC 2), Q=553(LC 19), J=1148(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-763/248, C-D=-536/245, D-E=-292/290, E-F=-207/989, F-G=-584/274, G-H=-1277/586, H-I=-1522/563, I-J=-1751/546 BOT CHORD B-S=-204/564, S-AM=-433/342, R-AM=-433/342, R-AN=-433/342, Q-AN=-433/342, Q-AO=-433/342, P-AO=-433/342, P-AP=-145/259, O-AP=-145/259, O-AQ=-145/259, N-AQ=-145/259, N-AR=-66/732, M-AR=-66/732, M-AS=-66/732, L-AS=-66/732, J-L=-395/1443 WEBS F-N=-482/1008, G-N=-939/385, G-L=-410/830, I-L=-520/194, F-P=-1845/608, E-P=-938/384, E-S=-405/833, C-S=-529/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint B, 950 lb uplift at joint P, 161 lb uplift at joint O, 242 lb uplift at joint Q and 406 lb uplift at joint J. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 20-067586T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:23 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-sB5kEr8Qgz1DdZZrzyxxX71N7k_BIYYRqh?0xbz3?5k NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 260 lb down and 121 lb up at 14-2-4, and 260 lb down and 141 lb up at 16-2-4, and 260 lb down and 139 lb up at 18-2-4 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-86, F-K=-86, B-J=-14 Concentrated Loads (lb) Vert: AN=-260(F) AO=-260(F) AP=-260(F) Job 20-067586T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-KOf6SB82RH94Fj82WgSA4LahR8OK1Beb3LkaT1z3?5j Scale = 1:40.4 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N W X Y Z 4x5 3x4 5x6 3x4 22-6-8 22-6-8 -1-0-0 1-0-0 11-3-4 11-3-4 22-6-8 11-3-4 23-6-8 1-0-0 0- 5 - 0 6- 0 - 1 0 6- 5 - 9 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.09 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) L M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 108 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 22-6-8. (lb) - Max Horz B=113(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=254(LC 1), V=304(LC 21), L=254(LC 1), N=304(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 11-3-4, Corner(3) 11-3-4 to 14-3-4, Exterior(2) 14-3-4 to 23-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, S, T, U, V, Q, P, O, L, N. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss B2 Truss Type Common Qty 1 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-oaDUfX9hCbHxtsjE4NzPcY7odYfhmY?kI?U7?Tz3?5i Scale = 1:39.4 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G J I H K L M N O P 5x6 3x6 3x6 3x4 1.5x4 3x4 1.5x4 3x6 7-6-3 7-6-3 15-0-5 7-6-3 22-6-8 7-6-3 -1-0-0 1-0-0 5-7-10 5-7-10 11-3-4 5-7-10 16-10-14 5-7-10 22-6-8 5-7-10 23-6-8 1-0-0 0- 5 - 0 6- 0 - 1 0 6- 5 - 9 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-15,0-1-8], [F:0-0-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.35 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.05 0.13 (loc) H-J H-J F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1217/0-3-8 (min. 0-1-8), F=1217/0-3-8 (min. 0-1-8) Max Horz B=113(LC 11) Max UpliftB=-465(LC 12), F=-465(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-1949/1155, C-K=-1855/1170, C-L=-1678/1157, D-L=-1558/1171, D-M=-1558/1171, E-M=-1678/1157, E-N=-1855/1170, F-N=-1949/1155 BOT CHORD B-J=-967/1637, J-O=-579/1084, I-O=-579/1084, I-P=-579/1084, H-P=-579/1084, F-H=-979/1637 WEBS D-H=-542/592, E-H=-457/182, D-J=-542/592, C-J=-457/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 11-3-4, Exterior(2) 11-3-4 to 14-3-4, Interior(1) 14-3-4 to 23-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=465, F=465. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss B3 Truss Type Common Qty 3 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-kzLE4DBxkCXf6AtcCo?thzC7?LLhESR1lJzE4Mz3?5g Scale = 1:38.3 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F I H G J K L M N O 3x6 4x5 3x6 3x4 1.5x4 3x4 1.5x4 3x6 7-6-3 7-6-3 15-0-5 7-6-3 22-6-8 7-6-3 5-7-10 5-7-10 11-3-4 5-7-10 16-10-14 5-7-10 22-6-8 5-7-10 23-6-8 1-0-0 0- 5 - 0 6- 0 - 1 0 6- 5 - 9 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [A:0-0-15,0-1-8], [E:0-0-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.38 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.05 0.15 (loc) G-I G-I E A-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-4-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1110/0-3-8 (min. 0-1-8), E=1219/0-3-8 (min. 0-1-8) Max Horz A=-113(LC 10) Max UpliftA=-415(LC 12), E=-467(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-J=-1967/1183, B-J=-1845/1197, B-K=-1695/1178, C-K=-1574/1197, C-L=-1563/1178, D-L=-1684/1167, D-M=-1861/1178, E-M=-1955/1164 BOT CHORD A-I=-989/1655, I-N=-588/1089, H-N=-588/1089, H-O=-588/1089, G-O=-588/1089, E-G=-987/1642 WEBS C-G=-541/592, D-G=-457/183, C-I=-547/607, B-I=-465/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-3-4, Exterior(2) 11-3-4 to 14-3-4, Interior(1) 14-3-4 to 23-7-5 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=415, E=467. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss C1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-hLT?VuCBGpnNMU0?JD2LmOHYK940iSxKDdSL8Ez3?5e Scale = 1:24.9 T1 T2 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H M L K J I N O P 4x5 3x4 3x4 14-1-0 14-1-0 -1-0-0 1-0-0 7-0-8 7-0-8 14-1-0 7-0-8 0- 5 - 0 3- 1 1 - 4 4- 4 - 3 0- 5 - 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 14-1-0. (lb) - Max Horz B=74(LC 11) Max Uplift All uplift 100 lb or less at joint(s) H, B, L, M, J, I Max Grav All reactions 250 lb or less at joint(s) H, B, K, L, J except M=279(LC 1), I=310(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 7-0-8, Corner(3) 7-0-8 to 10-0-8, Exterior(2) 10-0-8 to 14-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H, B, L, M, J, I. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss C2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-9X0NiEDp17vEzebBtwZaJcqbZZKCRvgTRGBuhhz3?5d Scale = 1:24.8 T1 T2 B1 W1 A B C D E F G H I 5x6 4x5 4x5 1.5x4 7-0-8 7-0-8 14-1-0 7-0-8 -1-0-0 1-0-0 7-0-8 7-0-8 14-1-0 7-0-8 0- 5 - 0 3- 1 1 - 4 4- 4 - 3 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-1-10,0-2-0], [D:0-1-10,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.45 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.01 0.11 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=676/0-5-8 (min. 0-1-8), B=798/0-5-8 (min. 0-1-8) Max Horz B=74(LC 11) Max UpliftD=-253(LC 12), B=-310(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-972/644, F-G=-832/651, C-G=-817/664, C-H=-815/680, H-I=-832/665, D-I=-969/664 BOT CHORD B-E=-515/734, D-E=-515/734 WEBS C-E=-389/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-0-8, Exterior(2) 7-0-8 to 10-0-8, Interior(1) 10-0-8 to 13-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=253, B=310. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067586T Truss J1 Truss Type Jack-Open Qty 3 Ply 1 KARTCHNER SF12B11 FAIRVIEW B Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 16:58:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oq1_?yZQpObqB3V6A3FRNxzA2ds-dkalwaERnQ14bnAORe4pspMnUyjAAMadgwxRD7z3?5c Scale = 1:20.1 T1 B1 W1 A B C D E F 1.5x4 2x4 1.5x4 6-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0- 5 - 0 3- 5 - 0 3- 9 - 1 5 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.28 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.11 (loc) B-D B-D B-D l/defl >999 >723 n/a >636 L/d 360 240 n/a 240 PLATES MT20 Weight: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 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 No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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)B=401/0-3-8 (min. 0-1-8), D=274/Mechanical Max Horz B=118(LC 12) Max UpliftB=-135(LC 12), D=-127(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 5-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=135, D=127. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard