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HomeMy WebLinkAboutTRUSS SPECS - 20-00470 - 690 S 2100 W - New SFRJob 20-066778T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-VeKpYMlVsdAg98080EpqMrNjhWXwwfqdlfRzg3z8FL7 Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 B2AB C D E F G H I L K J BA BB BC BD BE BF BG BH BI BJ 5x8 5x6 5x8 5x6 5x8 5x8 5x8 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.52 0.61 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.31 (loc) K-L K-L H K-L l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 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 *Except* W1,W2: 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 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. WEBS 1 Row at midpt E-K, F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-755(LC 12), H=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-3472/2278, C-BA=-3369/2292, C-D=-3094/2226, D-BB=-2176/1610, E-BB=-2046/1625, E-BC=-2046/1625, F-BC=-2176/1610, F-G=-3094/2226, G-BD=-3369/2292, H-BD=-3472/2278 BOT CHORD B-BE=-1897/2982, L-BE=-1897/2982, L-BF=-1482/2440, BF-BG=-1482/2440, K-BG=-1482/2440, K-BH=-1488/2440, BH-BI=-1488/2440, J-BI=-1488/2440, J-BJ=-1897/2982, H-BJ=-1897/2982 WEBS E-K=-1138/1338, F-K=-881/668, F-J=-532/516, G-J=-456/278, D-K=-881/668, D-L=-532/516, C-L=-456/278 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=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-13, Exterior(2) 2-8-13 to 19-0-0, Corner(3) 19-0-0 to 22-9-10, Exterior(2) 22-9-10 to 39-0-13 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=755, H=755. 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 20-066778T Truss A2 Truss Type Common Qty 8 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-Joh4pPqFSTwqt3TIMVwEc6dlSxaJKNPV7buIujz8FL1 Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2AB C D E F G H I J K P O N M L Q R S T U V W X 3x6 5x6 3x6 5x6 5x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.51 0.61 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.27 (loc) N-P N-P J N-P l/defl >999 >952 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 1 Row at midpt F-N, G-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), J=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-755(LC 12), J=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-3473/1795, C-Q=-3370/1810, C-D=-3093/1752, D-E=-2875/1774, E-R=-2175/1270, F-R=-2045/1284, F-S=-2045/1284, G-S=-2175/1270, G-H=-2875/1774, H-I=-3093/1752, I-T=-3370/1810, J-T=-3473/1795 BOT CHORD B-P=-1517/2984, P-U=-1183/2433, O-U=-1183/2433, O-V=-1183/2433, N-V=-1183/2433, N-W=-1198/2433, M-W=-1198/2433, M-X=-1198/2433, L-X=-1198/2433, J-L=-1525/2984 WEBS F-N=-956/1345, G-N=-879/502, G-L=-455/521, I-L=-460/185, E-N=-879/502, E-P=-455/521, C-P=-460/185 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=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-0-13 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=755, J=755. 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 20-066778T Truss A3 Truss Type Common Qty 10 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-glVzs7uOH?Z6zqMG92WPJ9LboyIU?eTEHtb3Ywz8FKy Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2A B C D E F G H I J O N M L K P Q R S T U V W 3x6 5x6 3x6 5x6 5x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.53 0.61 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.28 (loc) M-O M-O J J-K l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 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 *Except* W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. WEBS 1 Row at midpt E-M, F-M, G-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), J=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-755(LC 12), J=-701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3469/1795, C-P=-3366/1810, C-D=-3089/1752, D-E=-2871/1774, E-Q=-2170/1268, F-Q=-2040/1283, F-R=-2040/1289, G-R=-2170/1275, G-H=-2863/1790, H-I=-3081/1768, I-S=-3306/1828, J-S=-3431/1813 BOT CHORD B-O=-1542/2979, O-T=-1214/2429, N-T=-1214/2429, N-U=-1214/2429, M-U=-1214/2429, M-V=-1207/2425, L-V=-1207/2425, L-W=-1207/2425, K-W=-1207/2425, J-K=-1548/2962 WEBS C-O=-460/185, E-O=-456/521, E-M=-879/503, F-M=-960/1341, G-M=-875/498, G-K=-468/518, I-K=-450/193 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=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2) 19-0-0 to 22-9-5, Interior(1) 22-9-5 to 37-8-4 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, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=755, J=701. 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 20-066778T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-1jIsvqxX5YBP4bEDyb6a0D2Rfz?efuZzR9JqD8z8FKt Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 B2A B C D E F G H K J I AZ BA BB BC BD BE BF BG BH BI 5x8 5x6 5x8 5x6 5x8 5x8 5x8 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.59 0.61 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.31 (loc) J-K J-K H J-K l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 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 *Except* W2,W1: 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 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 1 Row at midpt D-J, E-J, F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-755(LC 12), H=-701(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AZ=-3468/2276, C-AZ=-3364/2291, C-D=-3089/2224, D-BA=-2171/1608, E-BA=-2041/1622, E-BB=-2041/1629, F-BB=-2171/1615, F-G=-3081/2244, G-BC=-3304/2315, H-BC=-3430/2301 BOT CHORD B-BD=-1919/2978, K-BD=-1919/2978, K-BE=-1509/2435, BE-BF=-1509/2435, J-BF=-1509/2435, J-BG=-1501/2431, BG-BH=-1501/2431, I-BH=-1501/2431, I-BI=-1940/2960, H-BI=-1940/2960 WEBS C-K=-456/278, D-K=-533/516, D-J=-881/668, E-J=-1142/1334, F-J=-877/663, F-I=-548/513, G-I=-446/295 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=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-8, Exterior(2) 2-8-8 to 19-0-0, Corner(3) 19-0-0 to 22-9-5, Exterior(2) 22-9-5 to 37-8-4 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) 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) 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) B=755, H=701. 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 20-066778T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-Nh5lyY?gw4phAM7Bl8iljGlOM_rOKFXiaQ0buLz8FKo Scale = 1:41.7 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 24-0-0 24-0-0 -1-0-0 1-0-0 12-0-0 12-0-0 24-0-0 12-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 5- 8 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.14 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 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 24-0-0. (lb) - Max Horz B=-78(LC 10) 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=269(LC 1), V=375(LC 21), L=269(LC 1), N=375(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-V=-299/168, K-N=-299/168 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) -1-0-11 to 1-11-5, Exterior(2) 1-11-5 to 12-0-0, Corner(3) 12-0-0 to 15-0-0, Exterior(2) 15-0-0 to 25-0-11 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 20-066778T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-keve?F3okcS_G8?8XiHwQKSBa?Sm?PpSkikLaZz8FKj Scale = 1:41.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G I H J K L M 5x6 3x6 5x6 1.5x4 3x4 1.5x4 3x6 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 5- 8 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-1-6,0-0-4], [F:0-1-6,0-0-4], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.43 0.43 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.06 0.18 (loc) I H-I F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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 4-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-4 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=1263/0-3-8 (min. 0-1-8), F=1263/0-3-8 (min. 0-1-8) Max Horz B=-78(LC 10) Max UpliftB=-492(LC 12), F=-492(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-2379/1431, C-J=-2296/1444, C-K=-2038/1395, D-K=-1930/1404, D-L=-1930/1404, E-L=-2038/1395, E-M=-2296/1444, F-M=-2379/1431 BOT CHORD B-I=-1266/2107, H-I=-778/1377, F-H=-1278/2107 WEBS D-H=-595/676, E-H=-528/202, D-I=-595/676, C-I=-528/202 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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-0-11 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) B=492, F=492. 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 20-066778T Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:54 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-ZoGvGI8ZKSC8_3TIuyOKfbi8AQOSP3eK6eBgnCz8FKd Scale = 1:50.2 T1 T1 B1 W1 W2 W3 W4 W2W3 W4 ST4 ST5 ST3 ST2 ST1 ST4 ST5 B1 HW1 HW2A B C D E F G J I HWXYZAAABAC AD AE AF 6x12 9x12 MT18HS 6x12 12x16 MT18HS 5x8 12x12 5x8 12x12 3x6 3x6 2x4 3x6 3x6 Special Special Special Special Special Special Special Special Special Special 5-5-8 5-5-8 10-11-0 5-5-8 16-4-8 5-5-8 21-10-0 5-5-8 3-7-11 3-7-11 7-3-5 3-7-11 10-11-0 3-7-11 14-6-11 3-7-11 18-2-5 3-7-11 21-10-0 3-7-11 0- 6 - 3 7- 9 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-8], [G:Edge,0-2-8], [H:0-6-0,0-6-4], [J:0-6-0,0-6-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.74 0.86 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.33 0.08 0.18 (loc) I-J I-J G I-J l/defl >999 >770 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 336 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. REACTIONS.(lb/size)A=10021/0-5-8 (min. 0-5-6), G=10270/0-5-8 (min. 0-5-8) Max Horz A=-162(LC 6) Max UpliftA=-3789(LC 8), G=-3883(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14486/5455, B-C=-14341/5480, C-D=-9921/3832, D-E=-9921/3832, E-F=-14385/5496, F-G=-14531/5473 BOT CHORD A-W=-4385/11707, W-X=-4385/11707, J-X=-4385/11707, J-Y=-3747/10118, Y-Z=-3747/10118, Z-AA=-3747/10118, I-AA=-3747/10118, I-AB=-3754/10136, AB-AC=-3754/10136, AC-AD=-3754/10136, H-AD=-3754/10136, H-AE=-4400/11746, AE-AF=-4400/11746, G-AF=-4400/11746 WEBS D-I=-4141/10585, E-I=-3241/1277, E-H=-1993/5108, F-H=-301/436, C-I=-3211/1266, C-J=-1973/5056, B-J=-302/442 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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) Unbalanced roof live loads have been considered for this design. 4) 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); 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 5) 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. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job 20-066778T Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:55 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-1_qHTe9B5mK_cC1URgvZCoFJvqkh8WuTLIwDKfz8FKc NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=3789, G=3883. 12) 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. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1820 lb down and 693 lb up at 2-0-12, 1820 lb down and 693 lb up at 4-0-12, 1820 lb down and 693 lb up at 6-0-12, 1820 lb down and 693 lb up at 8-0-12, 1820 lb down and 693 lb up at 10-0-12, 1820 lb down and 693 lb up at 12-0-12, 1820 lb down and 693 lb up at 14-0-12, 1820 lb down and 693 lb up at 16-0-12, and 1820 lb down and 693 lb up at 18-0-12, and 1820 lb down and 693 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: W=-1820(B) X=-1820(B) Y=-1820(B) Z=-1820(B) AA=-1820(B) AB=-1820(B) AC=-1820(B) AD=-1820(B) AE=-1820(B) AF=-1820(B) Job 20-066778T Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:24:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-vm3oJ0Ci9?qQ5qLFgW_VMeP8QRJg4Vu3GwuRTQz8FKY Scale = 1:27.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J 4x5 3x4 3x8 3x4 3x8 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 12-4-0 1-0-0 0- 6 - 3 4- 3 - 8 4- 9 - 9 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:Edge,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.07 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 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 WEDGE Left: 2x4 DF Stud/Std , Right: 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 11-4-0. (lb) - Max Horz B=-100(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J 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) -1-1-0 to 1-8-0, Exterior(2) 1-8-0 to 5-8-0, Corner(3) 5-8-0 to 8-8-0, Exterior(2) 8-8-0 to 12-5-0 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) B, H, M, N, K, J. 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 20-066778T Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:25:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-oXJJ9NFDCDLsaRf1vL3RXUan62g60IXfBYsecBz8FKU Scale = 1:13.7 T1 W1 B1 A B C D E F 1.5x4 2x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 5-0-0 2-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 2 - 0 0- 3 - 8 2- 2 - 8 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.28 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.01 (loc) B-E B-E E B-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=184/0-3-8 (min. 0-1-8), E=362/0-1-8 (min. 0-1-8) Max Horz B=80(LC 9) Max UpliftB=-71(LC 8), E=-182(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-343/257 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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 5-0-0 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 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=182. 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 20-066778T Truss E2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:25:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-9U6CC5JL1mz8gCX_iuecEYHhx3NHhZmOKpaPHOz8FKP Scale = 1:9.9 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 3-0-0 0-1-8 0- 4 - 0 1- 5 - 8 1- 9 - 1 2 1- 2 - 0 0- 3 - 8 1- 5 - 8 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.08 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.01 (loc) B-D B-D D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=255/0-3-8 (min. 0-1-8), D=110/0-1-8 (min. 0-1-8) Max Horz B=49(LC 11) Max UpliftB=-109(LC 12), D=-44(LC 9) 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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 2-10-4 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=109. 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 20-066778T Truss E3 Truss Type Monopitch Qty 9 Ply 1 KARTCHNER SF3B1 HUNTINGTON B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Jun 8 18:25:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:H5GrJiAZnGvlqM78tRQnI7zMua6-1GLj2SMs5_Ta9qrlxkjYOOSJzgiAdNl_FRYdQAz8FKL Scale = 1:13.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 4-10-8 4-10-8 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 1 - 0 0- 3 - 8 2- 2 - 8 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 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 0.34 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.05 (loc) B-D B-D D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=78(LC 9) Max UpliftB=-140(LC 12), D=-84(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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=140. 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