The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 20-00135 - 2033 Summerfield Ln - New SFRJob 20-032949T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:43:54 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-E17dQHT8fMbzQ2AbKkoWmyQY16T1FMRBotHSgAzc39Z Scale = 1:88.6 T3 T3 B1 W1 W2 W3 W4 W1W2 W3 W4 T2 T2 B1B2B2B2 T1 T1 ST19 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12ST10 ST8 ST9 ST6 ST7 ST5ST4ST3 ST2 ST1 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 M L K J BS BT BU BV BW BX BY BZ CA CB 7x10 6x8 7x10 5x8 7x10 3x6 7x10 7x10 7x10 7x10 7x10 5x8 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 54-4-0 1-0-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [B:0-2-1,Edge], [C:0-5-0,0-4-8], [D:0-5-0,0-4-8], [E:0-2-0,0-0-0], [F:0-5-0,0-4-8], [G:0-5-0,0-4-8], [H:0-2-1,Edge], [J:0-1-8,0-0-2], [J:0-5-0,0-4-8], [K:0-5-0,0-4-8] , [L:0-5-0,0-4-8], [M:0-3-0,0-2-8], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.60 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.64 0.21 0.21 (loc) K-L K-L H K-L l/defl >999 >996 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 515 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 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 1 Row at midpt F-K, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2706/0-5-8 (min. 0-2-14), H=2698/0-3-8 (min. 0-2-14) Max Horz B=232(LC 11) Max UpliftB=-457(LC 12), H=-454(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BS=-5709/1870, C-BS=-5575/1886, C-D=-5384/1891, D-BT=-4120/1558, E-BT=-3963/1576, E-BU=-3969/1578, F-BU=-4126/1561, F-G=-5419/1906, G-BV=-5612/1902, H-BV=-5748/1886 BOT CHORD B-M=-1572/5120, M-BW=-1211/4161, BW-BX=-1211/4161, L-BX=-1211/4161, L-BY=-767/3097, BY-BZ=-767/3097, K-BZ=-767/3097, K-CA=-1219/4171, CA-CB=-1219/4171, J-CB=-1219/4171, H-J=-1584/5162 WEBS E-K=-467/1454, F-K=-1179/568, F-J=-355/1041, G-J=-651/374, E-L=-463/1444, D-L=-1169/564, D-M=-342/1014, C-M=-631/364 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=53ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-1-1 to 4-2-15, Exterior(2) 4-2-15 to 26-8-0, Corner(3) 26-8-0 to 32-0-0, Exterior(2) 32-0-0 to 54-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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 100 lb uplift at joint(s) except (jt=lb) B=457, H=454. 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 20-032949T Truss A2 Truss Type Common Qty 10 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:43:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-APFOrzVOAzrhfMK_R9r_rNVuXw9VjN1UFBmZl2zc39X Scale = 1:88.6 T3 T3 B1 W1 W2 W3 W4 W1W2 W3 W4 T2 T2 B1B2B2B2 T1 T1 A B C D E F G HI M L K J N O P Q R S T U V W 7x10 6x8 7x10 5x8 7x10 7x10 7x10 7x10 7x10 7x10 5x8 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 54-4-0 1-0-0 0- 6 - 3 11 - 7 - 9 12 - 0 - 5 0- 6 - 3 5.00 12 Plate Offsets (X,Y)-- [C:0-5-0,0-4-8], [D:0-5-0,0-4-8], [F:0-5-0,0-4-8], [G:0-5-0,0-4-8], [J:0-5-0,0-4-8], [K:0-5-0,0-4-8], [L:0-5-0,0-4-8], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.60 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.64 0.21 0.20 (loc) K-L K-L H K-L l/defl >999 >996 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 333 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 3-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-6 oc bracing. WEBS 1 Row at midpt F-K, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2706/0-5-8 (min. 0-2-14), H=2698/0-3-8 (min. 0-2-14) Max Horz B=232(LC 11) Max UpliftB=-457(LC 12), H=-454(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-N=-5709/998, C-N=-5575/1013, C-D=-5384/1027, D-O=-4120/862, E-O=-3963/879, E-P=-3969/881, F-P=-4126/863, F-G=-5419/1035, G-Q=-5612/1023, H-Q=-5748/1007 BOT CHORD B-M=-823/5120, M-R=-610/4161, R-S=-610/4161, L-S=-610/4161, L-T=-364/3097, T-U=-364/3097, K-U=-364/3097, K-V=-624/4171, V-W=-624/4171, J-W=-624/4171, H-J=-828/5162 WEBS E-K=-246/1454, F-K=-1179/347, F-J=-179/1041, G-J=-651/240, E-L=-245/1444, D-L=-1169/345, D-M=-172/1014, C-M=-631/234 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=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-1 to 4-2-15, Interior(1) 4-2-15 to 26-8-0, Exterior(2) 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 7x10 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=457, H=454. 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 20-032949T Truss A3 Truss Type Common Qty 3 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:43:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-fcpm3JV0xHzYHWuA?sMDOa247KW0Sm8dUrV6HVzc39W Scale = 1:89.0 T3 T3 B1 W1 W2 W3 W4 W1W2 W3 W4 W5 T2 T1 B1B2B2B2 T2 T1 A B C D E F G HI N M L K J O P Q R S T U V W X 7x10 6x8 7x10 4x8 7x10 7x10 7x10 7x10 7x10 7x10 4x5 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 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 Plate Offsets (X,Y)-- [B:0-4-5,0-2-0], [C:0-5-0,0-4-8], [D:0-5-0,0-4-8], [F:0-5-0,0-4-8], [G:0-5-0,0-4-8], [K:0-5-0,0-4-8], [L:0-5-0,0-4-8], [M:0-5-0,0-4-8], [N: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.51 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.43 0.12 0.12 (loc) M-N M-N J M-N 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 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: H-J. WEBS 1 Row at midpt E-L, F-L, F-K, D-M, G-J 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), J=3065/0-5-8 (min. 0-3-4) Max Horz B=232(LC 11) Max UpliftB=-397(LC 12), J=-511(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-4798/803, C-O=-4665/819, C-D=-4472/832, D-P=-3185/662, E-P=-3053/680, E-Q=-2624/571, F-Q=-2747/554, F-G=-1804/306, G-R=-651/1173, H-R=-665/1019 BOT CHORD B-N=-645/4322, N-S=-416/3394, S-T=-416/3394, M-T=-416/3394, M-U=-180/2301, U-V=-180/2301, L-V=-180/2301, L-W=-250/2440, W-X=-250/2440, K-X=-250/2440, J-K=-27/1014, H-J=-939/702 WEBS E-L=-53/573, F-L=-330/243, F-K=-1445/435, G-K=-215/1232, E-M=-246/1448, D-M=-1173/347, D-N=-177/1026, C-N=-638/238, G-J=-3378/847 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=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-1 to 4-2-15, Interior(1) 4-2-15 to 26-8-0, Exterior(2) 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 7x10 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=397, J=511. 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 20-032949T Truss A4 Truss Type Common Qty 6 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:43:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-b_xWU?XGTuDGWq2Z7HOhT?7PH7Bswjiwx8_DMNzc39U Scale = 1:88.6 T3 T3 B1 W1 W2 W3 W4 W1W2 W3 W4 T2 T4 B1B2B2B2 T1 T2 A B C D E F G H L K J I M N O P Q R S T U V 7x10 6x8 7x10 5x8 7x10 7x10 7x10 7x10 7x10 7x10 5x8 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:0-1-5,Edge], [C:0-5-0,0-4-8], [D:0-5-0,0-4-8], [F:0-5-0,0-4-8], [G:0-5-0,0-4-8], [H:0-1-5,Edge], [I:0-5-0,0-4-8], [J:0-5-0,0-4-8], [K:0-5-0,0-4-8], [L: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.62 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.64 0.21 0.20 (loc) J-K J-K H J-K l/defl >999 >988 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 8-11-9 oc bracing. WEBS 1 Row at midpt F-J, 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=2711/0-5-8 (min. 0-2-14), H=2598/Mechanical Max Horz B=231(LC 11) Max UpliftB=-459(LC 12), H=-405(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-5722/1000, C-M=-5589/1016, C-D=-5397/1029, D-N=-4134/864, E-N=-3977/882, E-O=-3988/893, F-O=-4145/876, F-G=-5479/1077, G-P=-5636/1066, H-P=-5811/1051 BOT CHORD B-L=-839/5132, L-Q=-641/4174, Q-R=-641/4174, K-R=-641/4174, K-S=-383/3109, S-T=-383/3109, J-T=-383/3109, J-U=-639/4196, U-V=-639/4196, I-V=-639/4196, H-I=-890/5230 WEBS E-J=-249/1467, F-J=-1192/350, F-I=-211/1080, G-I=-675/260, E-K=-245/1444, D-K=-1169/345, D-L=-172/1014, C-L=-631/234 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=53ft; eave=6ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-1-1 to 4-2-15, Interior(1) 4-2-15 to 26-8-0, Exterior(2) 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;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 7x10 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=459, H=405. 8) 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 20-032949T Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:44:01 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-XN2HugZX?VTzl7CxEiQ9YQDlnxsKOW0DPSTKQGzc39S Scale = 1:88.9 T3 T3 B1 W1 W2 W3 W4 W1W2 W3 W4 T2 T4 B1B2B2B2 T1 T2 ST19 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12ST10 ST8 ST9 ST6 ST7 ST5ST4ST3 ST2 ST1 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 L K J I BR BS BT BU BV BW BX BY BZ CA 7x10 6x8 7x10 5x8 7x10 3x6 7x10 7x10 7x10 7x10 7x10 6x12 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], [C:0-5-0,0-4-8], [D:0-5-0,0-4-8], [E:0-2-0,0-0-0], [F:0-5-0,0-4-8], [G:0-5-0,0-4-8], [I:0-1-8,0-0-2], [I:0-5-0,0-4-8], [J:0-5-0,0-4-8], [K:0-5-0,0-4-8], [L:0-5-0,0-4-8], [L:0-3-0,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.62 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.64 0.21 0.22 (loc) J-K J-K H J-K l/defl >999 >988 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 3-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-6 oc bracing. WEBS 1 Row at midpt F-J, 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=2711/0-5-8 (min. 0-2-14), H=2598/Mechanical Max Horz B=231(LC 11) Max UpliftB=-459(LC 12), H=-405(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BR=-5722/1874, C-BR=-5589/1890, C-D=-5397/1896, D-BS=-4134/1563, E-BS=-3977/1580, E-BT=-3988/1599, F-BT=-4145/1582, F-G=-5479/1977, G-BU=-5636/1976, H-BU=-5811/1960 BOT CHORD B-L=-1592/5132, L-BV=-1246/4174, BV-BW=-1246/4174, K-BW=-1246/4174, K-BX=-797/3109, BX-BY=-797/3109, J-BY=-797/3109, J-BZ=-1244/4196, BZ-CA=-1244/4196, I-CA=-1244/4196, H-I=-1684/5230 WEBS E-J=-471/1467, F-J=-1192/573, F-I=-409/1080, G-I=-675/409, E-K=-463/1444, D-K=-1169/564, D-L=-342/1014, C-L=-631/364 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=53ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-1-1 to 4-2-15, Exterior(2) 4-2-15 to 26-8-0, Corner(3) 26-8-0 to 32-0-0, Exterior(2) 32-0-0 to 53-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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=459, H=405. 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 20-032949T Truss B1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:44:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-TmA1JManX7jh?RMKM7TddrIB8lh4sf2WsmyRV8zc39Q Scale = 1:27.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I J K P O N M L 4x5 3x4 3x4 3x4 3x4 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 4- 9 - 1 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) J J J l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 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 SLIDER Left 2x4 DF Stud/Std -ü 1-6-8, Right 2x4 DF Stud/Std -ü 1-6-8 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=-100(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, J, O, P, M, L Max Grav All reactions 250 lb or less at joint(s) N, O, P, M, L except B=256(LC 1), J=256(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) -1-0-14 to 1-11-2, Exterior(2) 1-11-2 to 6-8-0, Corner(3) 6-8-0 to 9-8-0, Exterior(2) 9-8-0 to 14-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 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, J, O, P, M, L. 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 20-032949T Truss B2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:44:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-xykPXibPIQrYcbxWvq_sA3rGH8uCb09f5Qi_1bzc39P Scale = 1:29.5 T1 T1 B1 W1 W2 W1 W2 A B C D E G FHIJK L M 7x10 9x12 MT18HS 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)-- [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.61 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.03 0.06 (loc) F-G F-G E F-G l/defl >999 >889 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 171 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 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 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=8708/0-5-8 (min. 0-4-10), E=8056/0-5-8 (min. 0-4-5) Max Horz A=-89(LC 23) Max UpliftA=-1389(LC 8), E=-1285(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-11220/1800, B-C=-11066/1814, C-D=-10999/1804, D-E=-11153/1790 BOT CHORD A-H=-1457/9266, H-I=-1457/9266, G-I=-1457/9266, G-J=-984/6544, J-K=-984/6544, F-K=-984/6544, F-L=-1447/9207, L-M=-1447/9207, E-M=-1447/9207 WEBS C-F=-977/6059, D-F=-244/711, C-G=-996/6177, B-G=-244/709 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 7-10; 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; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are MT20 plates unless otherwise indicated. 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=1389, E=1285. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2584 lb down and 419 lb up at 1-4-12, 2584 lb down and 419 lb up at 3-4-12, 2584 lb down and 419 lb up at 5-4-12, 2584 lb down and 419 lb up at 7-4-12, and 2584 lb down and 419 lb up at 9-4-12, and 2584 lb down and 419 lb up at 11-4-12 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 20-032949T Truss B2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:44:05 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-Q8Ink2c13kzPElWiTYV5jGNR1YERKTPpK4RYZ1zc39O 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) Job 20-032949T Truss V1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF6AB10 ATHENS A Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Mar 11 07:44:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:rEZtIt9KfS6hZhiugAVpmhyewwi-Q8Ink2c13kzPElWiTYV5jGNX0YMtKY7pK4RYZ1zc39O Scale = 1:36.4 T1 T1 B1 ST4 ST3 ST2 B1 ST1 ST3 ST2 ST1 A B C D E F G H I P O N M L K J Q R S T 3x4 4x5 3x4 5x6 19-9-0 19-9-0 9-10-8 9-10-8 19-9-0 9-10-8 0- 0 - 4 5- 9 - 2 0- 0 - 4 7.00 12 Plate Offsets (X,Y)-- [M: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 0.11 0.07 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 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 19-9-0. (lb) - Max Horz A=-121(LC 10) Max Uplift All uplift 100 lb or less at joint(s) N, O, P, L, K, J Max Grav All reactions 250 lb or less at joint(s) A, I, M, N, O, L, K except P=333(LC 21), J=333(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B-P=-260/118, H-J=-260/118 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 9-10-8, Exterior(2) 9-10-8 to 12-10-8, Interior(1) 12-10-8 to 19-2-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) N, O, P, L, K, J. 8) 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