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HomeMy WebLinkAboutTRUSS SPECS - 21-00437 - 674 S 2100 W - New SFRJob ATHENS FH 3C 2021 Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:09:53 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-QFtZSX8Pl?yzSFak?fqEKWFJu_UIjPW6YstKCYzMTDS Scale = 1:88.9 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 T1 T3 B1B2B2 ST19 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12ST10 ST8 ST9 ST6 ST7 ST5ST4ST3 ST2ST1 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12 ST10 ST8 ST9 ST6 ST7 ST5 ST4 ST3 ST2 ST1 A B C D E F G H I J Q P O N M L K BR BS BT BU BV BW 6x8 5x8 5x6 4x5 4x5 5x6 4x5 4x5 6x12 7x10 7x10 7x10 4x5 3x4 7x10 7x10 4x5 10-8-0 10-8-0 21-4-0 10-8-0 32-0-0 10-8-0 42-8-0 10-8-0 53-4-0 10-8-0 -1-0-0 1-0-0 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-11 53-4-0 8-10-11 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [B:0-2-1,Edge], [D:0-5-0,0-4-8], [F:0-2-0,0-0-0], [H:0-5-0,0-4-8], [K:0-1-8,0-0-2], [L:0-5-0,0-4-8], [N:0-5-0,0-4-8], [P:0-5-0,0-4-8], [Q:0-2-0,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.67 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.70 0.22 0.38 (loc) M-O M-O J M-O l/defl >999 >906 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 513 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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* ST19: 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 6-0-5 oc bracing. WEBS 1 Row at midpt F-M, G-M, F-O, E-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2711/0-5-8 (min. 0-2-15), J=2598/Mechanical Max Horz B=231(LC 11) Max UpliftB=-1047(LC 12), J=-993(LC 12) Max GravB=2744(LC 2), J=2653(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BR=-5848/2129, C-BR=-5742/2145, C-D=-5588/2142, D-E=-5477/2159, E-F=-4317/1718, F-G=-4328/1723, G-H=-5556/2192, H-I=-5668/2175, I-BS=-5795/2181, J-BS=-5911/2165 BOT CHORD B-Q=-1902/5275, P-Q=-1465/4310, P-BT=-1465/4310, O-BT=-1465/4310, O-BU=-1005/3234, N-BU=-1005/3234, N-BV=-1005/3234, M-BV=-1005/3234, M-BW=-1474/4332, L-BW=-1474/4332, K-L=-1474/4332, J-K=-1942/5371 WEBS F-M=-626/1517, G-M=-1191/539, G-K=-518/1166, I-K=-682/399, F-O=-616/1496, E-O=-1168/522, E-Q=-487/1100, C-Q=-637/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=53ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-1 to 4-2-15, Exterior(2N) 4-2-15 to 26-8-0, Corner(3R) 26-8-0 to 32-0-0, Exterior(2N) 32-0-0 to 53-3-4 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 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) 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=1047, J=993. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:09:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-rqZi4ZBH2wKYJjIJgnNxy8tq8BV_whxYEq5_ptzMTDP Scale = 1:88.9 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 T1 T3 B1B3B2AB C D E F G H I J Q P O N M L K R S T U V W X Y Z AA AB AC AD 5x6 6x8 5x6 6x12 6x8 5x6 4x5 4x5 2x4 5x6 4x5 4x5 2x4 6x12 6x8 5x6 10-8-0 10-8-0 21-4-0 10-8-0 32-0-0 10-8-0 42-8-0 10-8-0 53-4-0 10-8-0 -1-0-0 1-0-0 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-11 53-4-0 8-10-11 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.67 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.70 0.22 0.38 (loc) M-O M-O J M-O l/defl >999 >906 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 330 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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 BRACING- TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-9 oc bracing. WEBS 1 Row at midpt F-M, G-M, G-K, F-O, E-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2711/0-5-8 (min. 0-2-15), J=2598/Mechanical Max Horz B=231(LC 11) Max UpliftB=-1047(LC 12), J=-993(LC 12) Max GravB=2747(LC 2), J=2657(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-5857/2555, C-R=-5751/2570, C-D=-5597/2569, D-E=-5487/2584, E-S=-4323/2005, F-S=-4200/2022, F-T=-4211/2019, G-T=-4334/2002, G-H=-5566/2614, H-I=-5677/2598, I-U=-5805/2602, J-U=-5920/2585 BOT CHORD B-V=-2298/5284, Q-V=-2298/5284, P-Q=-1741/4316, P-W=-1741/4316, W-X=-1741/4316, O-X=-1741/4316, O-Y=-1214/3238, N-Y=-1214/3238, N-Z=-1214/3238, Z-AA=-1214/3238, M-AA=-1214/3238, M-AB=-1753/4338, AB-AC=-1753/4338, L-AC=-1753/4338, K-L=-1753/4338, K-AD=-2331/5380, J-AD=-2331/5380 WEBS F-M=-746/1520, G-M=-1191/563, G-K=-698/1169, I-K=-682/241, F-O=-740/1498, E-O=-1168/551, E-Q=-666/1103, C-Q=-637/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-1 to 4-2-15, Interior(1) 4-2-15 to 26-8-0, Exterior(2R) 26-8-0 to 32-0-0, Interior(1) 32-0-0 to 53-3-4 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=1047, J=993. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss A3 Truss Type Common Qty 3 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:09:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-nDgSVFCXaXaFY1SioCPP1ZyBi?D3ObBrh8a4tlzMTDN Scale = 1:88.4 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 W5T1 T1 B1B3B2AB C D E F G H I J K S R Q P O N M L T U V W X Y Z AA AB AC AD AE AF 6x8 5x8 4x5 4x5 4x5 4x5 4x5 2x4 4x8 10-8-0 10-8-0 21-4-0 10-8-0 32-0-0 10-8-0 42-8-0 10-8-0 46-11-8 4-3-8 53-4-0 6-4-8 -1-0-0 1-0-0 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-11 53-4-0 8-10-11 54-4-0 1-0-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 FRONT COVERED PORCH Plate Offsets (X,Y)-- [B:0-4-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.56 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.46 0.13 0.24 (loc) Q-S Q-S L Q-S l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 338 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-O, G-O, G-M, F-Q, E-Q, I-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2341/0-5-8 (min. 0-2-8), L=3065/0-5-8 (min. 0-3-5) Max Horz B=-232(LC 10) Max UpliftB=-914(LC 12), L=-1029(LC 12) Max GravB=2372(LC 2), L=3110(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-T=-4920/2142, C-T=-4814/2159, C-D=-4659/2157, D-E=-4548/2172, E-U=-3360/1574, F-U=-3237/1592, F-V=-2766/1400, G-V=-2888/1382, G-H=-1626/956, H-I=-1833/929, I-W=-404/1169, J-W=-418/1015 BOT CHORD B-X=-1907/4425, S-X=-1907/4425, R-S=-1339/3431, R-Y=-1339/3431, Y-Z=-1339/3431, Q-Z=-1339/3431, Q-AA=-810/2349, P-AA=-810/2349, P-AB=-810/2349, AB-AC=-810/2349, O-AC=-810/2349, O-AD=-966/2553, AD-AE=-966/2553, N-AE=-966/2553, M-N=-966/2553, L-M=-377/956, L-AF=-936/437, J-AF=-936/437 WEBS F-O=-304/620, G-O=-334/271, G-M=-1445/460, I-M=-601/1379, F-Q=-740/1500, E-Q=-1173/555, E-S=-677/1119, C-S=-644/226, I-L=-3392/1484 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-1 to 4-2-15, Interior(1) 4-2-15 to 26-8-0, Exterior(2R) 26-8-0 to 32-0-0, Interior(1) 32-0-0 to 54-5-1 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 5x6 MT20 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=914, L=1029. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss A4 Truss Type Common Qty 10 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-jboDwwEo68qzoKc4vdSt6_1XxpyisWn89S3ByezMTDL Scale = 1:88.6 T2 T2 B1 W6 W5 W4 W1 W2 W3 W5 W6 T1 T3 B4B3B2AB C D E F G H I J Q P O N M L K R S T U V W X Y Z AA AB AC AD AE 5x6 6x8 5x6 5x6 5x6 4x5 2x4 4x5 5x6 7x10 4x5 4x5 2x4 4x5 5x6 5x6 10-8-0 10-8-0 21-4-0 10-8-0 30-10-4 9-6-4 42-8-0 11-9-12 53-2-8 10-6-8 -1-0-0 1-0-0 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-10 53-2-8 8-9-3 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 1 3 5.00 12 Plate Offsets (X,Y)-- [B:0-3-0,Edge], [J:0-1-5,Edge], [M:0-5-0,0-4-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.36 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.03 0.13 (loc) O-Q O-Q M B-Q 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 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-6-11 oc bracing: B-Q. WEBS 1 Row at midpt E-Q, E-O, F-O, G-M, G-K 2 Rows at 1/3 pts F-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1242/0-5-8 (min. 0-1-8), M=3471/0-5-8 (min. 0-3-14), J=581/0-2-0 (min. 0-1-8) Max Horz B=230(LC 11) Max UpliftB=-478(LC 12), M=-1345(LC 12), J=-212(LC 12) Max GravB=1346(LC 23), M=3615(LC 2), J=772(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-2318/875, C-R=-2185/891, C-D=-1986/888, D-E=-1760/903, E-S=-639/280, F-S=-475/298, F-T=-483/1460, G-T=-499/1231, G-H=-586/419, H-I=-848/375, I-U=-1005/361, J-U=-1182/330 BOT CHORD B-V=-755/2010, Q-V=-755/2010, P-Q=-186/952, P-W=-186/952, W-X=-186/952, O-X=-186/952, O-Y=-383/388, N-Y=-383/388, N-Z=-383/388, Z-AA=-383/388, M-AA=-383/388, M-AB=-689/445, AB-AC=-689/445, AC-AD=-689/445, L-AD=-689/445, K-L=-689/445, K-AE=-303/971, J-AE=-303/971 WEBS C-Q=-685/244, E-Q=-716/1200, E-O=-1193/570, F-O=-743/1473, F-M=-2443/1053, G-M=-1228/588, G-K=-738/1264, I-K=-712/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-1 to 4-2-13, Interior(1) 4-2-13 to 26-8-0, Exterior(2R) 26-8-0 to 31-11-14, Interior(1) 31-11-14 to 53-1-8 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 at joint(s) J. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=478, M=1345, J=212. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-cN2kmIHIANLPHyvr8TWpHqCCPQE6oJmk431P5PzMTDH Scale = 1:88.4 T2 T2 B1 W1 W2 W3 W4 W1 W2 W3 W4 T1 T3 B3B2B2 ST19 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12ST10 ST8 ST9 ST6 ST7 ST5ST4ST3 ST2ST1 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12 ST10 ST8 ST9 ST6 ST7 ST5 ST4 ST3 ST2 ST1 A B C D E F G H I J Q P O N M L K BR BS BT BU BV BW BX BY BZ CA 6x8 4x12 5x6 4x5 4x5 5x6 4x5 4x5 6x8 7x10 7x10 7x10 4x5 3x4 7x10 7x10 4x5 10-8-0 10-8-0 21-4-0 10-8-0 32-0-0 10-8-0 42-8-0 10-8-0 53-2-8 10-6-8 -1-0-0 1-0-0 8-10-11 8-10-11 17-9-5 8-10-11 26-8-0 8-10-11 35-6-11 8-10-11 44-5-5 8-10-11 53-2-8 8-9-3 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 1 3 5.00 12 Plate Offsets (X,Y)-- [B:0-4-5,0-2-0], [D:0-5-0,0-4-8], [F:0-2-0,0-0-0], [H:0-5-0,0-4-8], [K:0-1-8,0-0-2], [L:0-5-0,0-4-8], [N:0-5-0,0-4-8], [P:0-5-0,0-4-8], [Q:0-2-0,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.65 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.69 0.21 0.37 (loc) M-O M-O J M-O l/defl >999 >917 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 512 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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* ST19: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. WEBS 1 Row at midpt F-M, G-M, F-O, E-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2704/0-5-8 (min. 0-2-15), J=2591/0-2-0 (req. 0-2-13) Max Horz B=230(LC 11) Max UpliftB=-1045(LC 12), J=-990(LC 12) Max GravB=2737(LC 2), J=2647(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BR=-5830/2546, C-BR=-5724/2562, C-D=-5570/2559, D-E=-5459/2576, E-BS=-4298/1996, F-BS=-4175/2013, F-BT=-4177/2007, G-BT=-4300/1989, G-H=-5479/2578, H-I=-5591/2561, I-BU=-5711/2564, J-BU=-5829/2548 BOT CHORD B-BV=-2290/5259, Q-BV=-2290/5259, P-Q=-1733/4292, P-BW=-1733/4292, O-BW=-1733/4292, O-BX=-1206/3216, N-BX=-1206/3216, N-BY=-1206/3216, M-BY=-1206/3216, M-BZ=-1737/4297, L-BZ=-1737/4297, K-L=-1737/4297, K-CA=-2290/5282, J-CA=-2290/5282 WEBS F-M=-737/1501, G-M=-1175/553, G-K=-673/1118, I-K=-648/226, F-O=-740/1496, E-O=-1169/551, E-Q=-667/1100, C-Q=-637/220 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-1 to 4-2-13, Interior(1) 4-2-13 to 26-8-0, Exterior(2R) 26-8-0 to 31-11-14, Interior(1) 31-11-14 to 53-1-8 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 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) WARNING: Required bearing size at joint(s) J greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=1045, J=990. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-Yl9UA_JZh_b7WF3EGuYHMFHZODxxGKu1XNWWAIzMTDF Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W2 W3 T1 T1 B1B2 ST10ST8 ST9 ST6 ST7 ST4 ST5ST3ST2 ST1 ST10 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G L K J I H AS AT 7x10 5x8 7x10 5x6 3x8 5x6 2x4 2x4 2x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x8 2x4 2x4 2x4 2x4 9-0-0 9-0-0 19-0-0 10-0-0 29-0-0 10-0-0 38-0-0 9-0-0 -1-0-0 1-0-0 9-0-0 9-0-0 19-0-0 10-0-0 29-0-0 10-0-0 38-0-0 9-0-0 39-0-0 1-0-0 0- 6 - 3 8- 5 - 3 8- 9 - 1 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [B:0-1-10,Edge], [C:0-5-0,0-4-8], [E:0-5-0,0-4-8], [F:0-1-10,Edge], [I:0-4-0,0-3-0], [K:0-4-0,0-3-0], [O:0-1-12,0-0-12], [R:0-1-12,0-0-12], [T:0-1-12,0-0-12], [AG:0-1-12,0-0-12], [AI:0-1-12,0-0-12], [AL:0-1-12,0-0-12] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.63 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 0.18 0.33 (loc) J J-L F J-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W3: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 1 Row at midpt E-J, C-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1951/0-3-8 (min. 0-2-1), F=1951/0-3-8 (min. 0-2-1) Max Horz B=-150(LC 10) Max UpliftB=-756(LC 12), F=-756(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AS=-3823/1421, C-AS=-3731/1442, C-D=-2581/1016, D-E=-2581/1016, E-AT=-3731/1442, F-AT=-3823/1421 BOT CHORD B-L=-1239/3418, K-L=-1237/3416, J-K=-1237/3416, I-J=-1237/3416, H-I=-1237/3416, F-H=-1239/3418 WEBS D-J=-554/1080, E-J=-1343/565, E-H=-136/328, C-J=-1343/565, C-L=-136/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(3E) -1-1-1 to 2-8-9, Exterior(2N) 2-8-9 to 19-0-0, Corner(3R) 19-0-0 to 22-9-10, Exterior(2N) 22-9-10 to 39-1-1 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=756, F=756. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-yKrdp?LR_vziNjopx06__uv3eRyeThZTDLlAmdzMTDC Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W2 W3 T1 T1 B1B2AB C D E F G L K J I H M N O P Q R S T 7x10 5x8 7x10 5x6 4x8 3x8 1.5x4 1.5x4 4x8 5x6 9-0-0 9-0-0 19-0-0 10-0-0 29-0-0 10-0-0 38-0-0 9-0-0 -1-0-0 1-0-0 9-0-0 9-0-0 19-0-0 10-0-0 29-0-0 10-0-0 38-0-0 9-0-0 39-0-0 1-0-0 0- 6 - 3 8- 5 - 3 8- 9 - 1 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [B:0-1-10,Edge], [C:0-5-0,0-4-8], [E:0-5-0,0-4-8], [F:0-1-10,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.63 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.44 0.18 0.34 (loc) J J-L F H-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 1 Row at midpt E-J, C-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1951/0-3-8 (min. 0-2-1), F=1951/0-3-8 (min. 0-2-1) Max Horz B=-150(LC 10) Max UpliftB=-756(LC 12), F=-756(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-3823/1729, C-M=-3731/1751, C-N=-2581/1177, D-N=-2382/1192, D-O=-2382/1192, E-O=-2581/1177, E-P=-3731/1751, F-P=-3823/1729 BOT CHORD B-Q=-1508/3418, L-Q=-1508/3418, K-L=-1505/3416, K-R=-1505/3416, J-R=-1505/3416, J-S=-1505/3416, I-S=-1505/3416, H-I=-1505/3416, H-T=-1509/3418, F-T=-1509/3418 WEBS D-J=-642/1080, E-J=-1343/690, E-H=-243/328, C-J=-1343/690, C-L=-243/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -1-1-1 to 2-8-9, Interior(1) 2-8-9 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-1-1 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=756, F=756. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-vjzNEhMhWXDPc1yC2R8T3J_T3En2xiamhfEGrVzMTDA Scale = 1:42.5 W1 T1 T1 W1B1 ST5 ST5ST4 ST3 ST2 ST1 ST4 ST3 B2 ST2 ST1A B C D E F G H I J K L M Y X W V U T S R Q P O N Z AA 3x6 3x4 3x6 5x6 2-6-0 21-6-0 21-6-0 10-9-0 10-9-0 21-6-0 10-9-0 0- 8 - 3 6- 1 1 - 7 0- 8 - 3 7.00 12 Plate Offsets (X,Y)-- [G:0-2-0,Edge], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - N l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 117 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-6-0. (lb) - Max Horz Y=-154(LC 10) Max Uplift All uplift 100 lb or less at joint(s) Y, U, V, W, X, R, Q, P, O Max Grav All reactions 250 lb or less at joint(s) Y, N, T, S, U, V, W, R, Q, P except X=296(LC 17), O=292(LC 18) 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 7-16; 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(3E) 0-1-12 to 3-1-12, Exterior(2N) 3-1-12 to 10-9-0, Corner(3R) 10-9-0 to 13-9-0, Exterior(2N) 13-9-0 to 21-4-4 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 requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Y, U, V, W, X, R, Q, P, O. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-NvXlR1NJHqLGEAWOc9fibWXgKe7pgAzvvJzqNxzMTD9 Scale = 1:29.2 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J O P 5x6 3x4 3x4 1.5x4 1.5x4 2x4 1.5x4 2x4 1.5x4 2x4 1.5x4 2x4 13-4-0 13-4-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 14-4-0 1-0-0 0- 8 - 3 4- 6 - 1 4 5- 0 - 1 0- 8 - 3 7.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.03 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) H H H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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. REACTIONS.All bearings 13-4-0. (lb) - Max Horz B=-101(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 7-16; 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(3E) -1-1-6 to 1-10-10, Exterior(2N) 1-10-10 to 6-8-0, Corner(3R) 6-8-0 to 9-8-0, Exterior(2N) 9-8-0 to 14-5-6 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) Gable requires continuous bottom chord bearing. 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. 8) 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. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS FH 3C 2021 Truss D2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:15 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-nUCu33PCaljr5eFzHHDPD994Qr?JtQkLbHCU_GzMTD6 Scale = 1:28.9 T1 T1 B1 W1 W2 W1 W2 A B C D E G FHIJK L M 7x10 12x12 7x10 12x12 1.5x4 12x12 1.5x4 Special Special Special Special Special Special 4-5-5 4-5-5 8-10-11 4-5-5 13-4-0 4-5-5 3-4-0 3-4-0 6-8-0 3-4-0 10-0-0 3-4-0 13-4-0 3-4-0 0- 8 - 3 4- 6 - 1 4 0- 8 - 3 7.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-9-12], [E:0-2-1,Edge], [F:0-6-0,0-8-0], [G:0-6-0,0-8-0] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.61 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.18 0.03 0.10 (loc) F-G F-G E F-G l/defl >999 >882 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 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 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7905/0-5-8 (min. 0-4-4), E=8859/0-5-8 (min. 0-4-12) Max Horz A=-89(LC 25) Max UpliftA=-2999(LC 8), E=-3360(LC 8) Max GravA=7958(LC 2), E=8934(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-11181/4197, B-C=-11054/4208, C-D=-11154/4245, D-E=-11280/4234 BOT CHORD A-H=-3444/9238, H-I=-3444/9238, G-I=-3444/9238, G-J=-2410/6579, J-K=-2410/6579, F-K=-2410/6579, F-L=-3477/9325, L-M=-3477/9325, E-M=-3477/9325 WEBS C-F=-2400/6286, D-F=-370/718, C-G=-2334/6108, B-G=-371/721 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 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; 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) The Fabrication Tolerance at joint C = 4% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=2999, E=3360. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2643 lb down and 985 lb up at 2-0-12, 2643 lb down and 985 lb up at 4-0-12, 2643 lb down and 985 lb up at 6-0-12, 2643 lb down and 985 lb up at 8-0-12, and 2643 lb down and 985 lb up at 10-0-12, and 2643 lb down and 985 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job ATHENS FH 3C 2021 Truss D2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER ATHENS FH 3 CAR Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 15:10:15 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-nUCu33PCaljr5eFzHHDPD994Qr?JtQkLbHCU_GzMTD6 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: H=-2584(B) I=-2584(B) J=-2584(B) K=-2584(B) L=-2584(B) M=-2584(B)