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HomeMy WebLinkAboutTRUSS SPECS GARAGE - 23-00434 - 630 S 2275 W - New SFRJob FAIRVIEW 3RD CAR Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:33 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-SCm?_9UnYduweTmA2CoPqxuxxXtD9RVVxUn2V_ysEcG Scale = 1:27.4 T1 W1 B1 W3 W2 A B C D E H G F I J K L 4x5 4x5 3x4 3x4 2x4 Special Special Special Special Special Special Special Special Special Special Special Special 5-7-8 5-7-8 11-3-0 5-7-8 -1-5-0 1-5-0 5-7-8 5-7-8 11-3-0 5-7-8 0- 4 - 3 4- 3 - 1 4 4- 9 - 7 4.24 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.16 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.02 (loc) H H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-11-9 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)G=736/Mechanical, B=771/0-7-6 (min. 0-1-8) Max Horz B=161(LC 5) Max UpliftG=-165(LC 5), B=-187(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-1199/204, C-I=-1061/213, D-G=-294/111 BOT CHORD B-K=-258/1065, H-K=-258/1065, H-L=-258/1065, G-L=-258/1065 WEBS C-H=0/291, C-G=-1068/238 NOTES- 1) 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; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=165, B=187. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 22 lb up at 2-9-8, 54 lb down and 22 lb up at 2-9-8, 74 lb down and 65 lb up at 5-7-7, 74 lb down and 65 lb up at 5-7-7, and 107 lb down and 107 lb up at 8-5-6, and 107 lb down and 107 lb up at 8-5-6 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, 15 lb down at 5-7-7, 15 lb down at 5-7-7, and 49 lb down at 8-5-6, and 49 lb down at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-E=-14, B-F=-14 Concentrated Loads (lb) Vert: C=-34(F=-17, B=-17) H=-12(F=-6, B=-6) J=-215(F=-107, B=-107) L=-40(F=-20, B=-20) Job FAIRVIEW 3RD CAR Truss LG1 Truss Type GABLE Qty 1 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:35 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-ObtmPqW14E8eunwYAdqtvMzV_Lb?dTkoOoG9ZtysEcE Scale = 1:28.6 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-10-5 7-10-5 3-11-2 3-11-2 7-10-5 3-11-2 4- 4 - 1 1 13.42 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-P 0.05 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 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 7-10-5. (lb) - Max Horz A=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-126(LC 12), F=-126(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F 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=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 3-11-2, Exterior(2R) 3-11-2 to 6-11-2, Interior(1) 6-11-2 to 7-6-6 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) Gable requires continuous bottom chord bearing. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb) H=126, F=126. 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 FAIRVIEW 3RD CAR Truss Y1 Truss Type Jack-Closed Qty 5 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:36 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-snR8cAXfrYGVVxVkjLL6RZWaXlr3MvJxdS0j5JysEcD Scale = 1:24.8 T1 W1 B1 W2 A B C D E F G 1.5x4 3x4 2x4 1.5x4 8-0-0 8-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 8-0-0 3-0-0 0- 4 - 3 4- 4 - 3 4- 9 - 1 5 6.00 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-P 0.39 0.41 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.00 0.00 (loc) B-E B-E E B l/defl >516 >303 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, 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)E=364/Mechanical, B=492/0-5-8 (min. 0-1-8) Max Horz B=162(LC 9) Max UpliftE=-61(LC 9), B=-108(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-405/131, F-G=-321/133 BOT CHORD B-E=-271/283 WEBS C-E=-369/288 NOTES- 1) 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) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-10-4 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E except (jt=lb) B=108. 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 FAIRVIEW 3RD CAR Truss Y1A Truss Type Jack-Open Qty 4 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:37 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-K_?WqWXHcsOL744xH2sL_n3j59EM5NJ5s6lGelysEcC Scale = 1:19.0 T1 B1 A B E C D2x4 5-11-11 5-11-11 -1-0-0 1-0-0 5-11-11 5-11-11 0- 4 - 3 3- 4 - 0 3- 9 - 1 2 3- 4 - 0 6.00 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-P 0.53 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >733 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 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 BRACING- TOP CHORD Sheathed or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=226/Mechanical, B=400/0-5-8 (min. 0-1-8), D=40/Mechanical Max Horz B=120(LC 12) Max UpliftC=-86(LC 12), B=-77(LC 12) Max Grav C=226(LC 1), B=400(LC 1), D=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 5-10-15 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 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 FAIRVIEW 3RD CAR Truss Y1B Truss Type Jack-Open Qty 4 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:38 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-oAZu1sYwM9WClEf7rmNaX_b_IYbdqqZE4mVpACysEcB Scale = 1:14.2 T1 B1 A B E F C D 2x4 3-11-11 3-11-11 -1-0-0 1-0-0 3-11-11 3-11-11 0- 4 - 3 2- 4 - 0 2- 9 - 1 2 2- 4 - 0 6.00 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-P 0.18 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=136/Mechanical, B=308/0-5-8 (min. 0-1-8), D=26/Mechanical Max Horz B=88(LC 12) Max UpliftC=-50(LC 12), B=-73(LC 12) Max Grav C=136(LC 1), B=308(LC 1), D=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-10-15 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 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 FAIRVIEW 3RD CAR Truss Y1C Truss Type Jack-Open Qty 4 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:39 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-GM7GFCZY7Te3MOEJPTup3C8AeyyrZHpOJQENieysEcA Scale = 1:9.3 T1 B1 A B C D2x4 1-11-11 1-11-11 -1-0-0 1-0-0 1-11-11 1-11-11 0- 4 - 3 1- 4 - 0 1- 9 - 1 2 1- 4 - 0 6.00 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-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 BRACING- TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)C=53/Mechanical, B=214/0-5-8 (min. 0-1-8), D=13/Mechanical Max Horz B=57(LC 12) Max UpliftC=-16(LC 9), B=-66(LC 12) Max Grav C=53(LC 1), B=214(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=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(2E) 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 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 FAIRVIEW 3RD CAR Truss Z1 Truss Type Hip Girder Qty 1 Ply 2 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:41 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-DlF1guaof4unciOiWuxH8dDUrmZI15MgnkjUnWysEc8 Scale = 1:43.1 0- 1 - 5 0- 1 - 5 T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 B2 A B C D E F G H I L K J M N O P 4x6 4x6 3x6 7x8 3x10 1.5x4 2x4 3x10 1.5x4 3x6 Special Special Special Special Special 8-0-0 8-0-0 12-0-0 4-0-0 16-0-0 4-0-0 24-0-0 8-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 16-0-0 4-0-0 20-0-0 4-0-0 24-0-0 4-0-0 25-0-0 1-0-0 0- 4 - 3 4- 2 - 1 4 4- 4 - 3 4- 9 - 1 5 0- 4 - 3 4- 2 - 1 4 6.00 12 Plate Offsets (X,Y)-- [J:0-2-12,0-4-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.22 0.34 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.18 0.05 0.06 (loc) K-L K-L H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 259 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D-F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)B=2861/0-5-8 (min. 0-1-8), H=2847/0-5-8 (min. 0-1-8) Max Horz B=82(LC 26) Max UpliftB=-582(LC 8), H=-579(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5578/1108, C-D=-5328/1062, D-M=-4645/965, E-M=-4647/965, E-N=-4691/973, F-N=-4689/973, F-G=-5293/1055, G-H=-5548/1102 BOT CHORD B-L=-916/4882, L-O=-961/5356, K-O=-961/5356, K-P=-961/5356, J-P=-961/5356, H-J=-911/4855 WEBS C-L=-318/193, D-L=-379/2014, E-L=-1102/206, E-K=-157/858, E-J=-1055/198, F-J=-375/1998, G-J=-323/194 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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=582, H=579. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1066 lb down and 259 lb up at 8-0-0, 350 lb down and 75 lb up at 10-0-12, 350 lb down and 75 lb up at 12-0-0, and 350 lb down and 75 lb up at 13-11-4, and 1066 lb down and 259 lb up at 15-11-4 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 FAIRVIEW 3RD CAR Truss Z1 Truss Type Hip Girder Qty 1 Ply 2 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:42 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-hxpPtDbQQO0eDsyu4bSWhqmfbAvXmYcq?OT1JzysEc7 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-F=-84, F-I=-84, B-H=-14 Concentrated Loads (lb) Vert: J=-1066(F) L=-1066(F) K=-350(F) O=-350(F) P=-350(F) Job FAIRVIEW 3RD CAR Truss Z2 Truss Type Hip Qty 1 Ply 1 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:42 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-hxpPtDbQQO0eDsyu4bSWhqmeTAuymaUq?OT1JzysEc7 Scale = 1:43.1 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W3 W2 W1 W2 W3 B2A B C D E F G H J I K L M N O P 4x5 5x8 3x6 5x8 1.5x4 3x4 1.5x4 3x6 10-0-0 10-0-0 14-0-0 4-0-0 24-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 14-0-0 4-0-0 19-0-0 5-0-0 24-0-0 5-0-0 25-0-0 1-0-0 0- 4 - 3 5- 2 - 8 5- 4 - 3 5- 9 - 1 5 0- 4 - 3 5- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [E:0-4-0,0-1-15], [G:0-2-9,0-1-8], [J:0-2-12,0-3-4] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.44 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.06 0.04 (loc) B-J B-J G J l/defl >999 >785 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-5-8 oc purlins, except 2-0-0 oc purlins (5-7-7 max.): D-E. 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=1262/0-5-8 (min. 0-1-8), G=1262/0-5-8 (min. 0-1-8) Max Horz B=101(LC 11) Max UpliftB=-232(LC 12), G=-232(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2041/410, C-K=-1987/426, C-L=-1601/317, D-L=-1497/334, D-M=-1345/338, M-N=-1345/338, E-N=-1345/338, E-O=-1504/336, F-O=-1609/319, F-P=-1988/426, G-P=-2042/409 BOT CHORD B-J=-304/1754, I-J=-153/1343, G-I=-315/1754 WEBS C-J=-466/181, D-J=-24/293, E-I=-24/301, F-I=-462/180 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=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 10-0-0, Exterior(2E) 10-0-0 to 14-0-0, Exterior(2R) 14-0-0 to 18-2-15, Interior(1) 18-2-15 to 25-0-13 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) Provide adequate drainage to prevent water ponding. 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=232, G=232. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job FAIRVIEW 3RD CAR Truss Z3 Truss Type Hip Girder Qty 1 Ply 3 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:44 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-dKw9Ivdgy?GMT96HB0U_mFrt1zSTEJ27Tiy8NrysEc5 Scale = 1:46.4 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6 B2A B C D E F G H I J P O N M L K Q R S T 5x8 5x8 3x10 4x8 8x12 MT20HS 3x6 3x10 7x8 4x8 4x6 4x8 7x8 3x6 3x10 3x10 4x8 Special Special Special Special Special Special Special Special Special Special Special Special Special 3-10-8 3-10-8 7-9-0 3-10-8 11-7-8 3-10-8 12-4-8 0-9-0 16-3-0 3-10-8 20-1-8 3-10-8 24-0-0 3-10-8 -1-0-0 1-0-0 3-10-8 3-10-8 7-9-0 3-10-8 11-7-8 3-10-8 12-4-8 0-9-0 16-3-0 3-10-8 20-1-8 3-10-8 24-0-0 3-10-8 25-0-0 1-0-0 0- 4 - 3 6- 0 - 4 6- 1 - 1 5 6- 7 - 1 1 0- 4 - 3 6- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [B:0-7-10,0-3-8], [B:0-10-0,0-0-8], [E:0-4-0,0-1-15], [F:0-4-0,0-1-15], [I:0-7-10,0-3-8], [I:0-10-0,0-0-8], [L:0-3-8,0-4-8], [N:0-6-0,0-4-8], [O:0-3-8,0-4-8] 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.89 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.41 0.13 0.16 (loc) L-M L-M I L-M l/defl >970 >692 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 451 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-3-12 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)B=12089/0-5-8 (min. 0-4-5), I=12089/0-5-8 (min. 0-4-5) Max Horz B=115(LC 11) Max UpliftB=-2680(LC 12), I=-2680(LC 12) Max Grav B=12201(LC 17), I=12201(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-22203/4845, C-Q=-22162/4851, C-R=-18362/4053, D-R=-18269/4054, D-E=-14197/3183, E-F=-12774/2896, F-G=-14180/3174, G-S=-18336/4071, H-S=-18440/4070, H-T=-22124/4841, I-T=-22165/4835 BOT CHORD B-P=-4241/19753, O-P=-4241/19753, N-O=-3502/16454, M-N=-2661/12685, L-M=-3535/16476, K-L=-4247/19635, I-K=-4247/19635 WEBS C-P=-704/3379, C-O=-3672/823, D-O=-1144/5391, D-N=-5152/1174, E-N=-1477/6639, F-N=-176/895, F-M=-985/4477, G-M=-5344/1216, G-L=-1215/5709, H-L=-3541/793, H-K=-687/3295 NOTES- 1) 3-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: 2x6 - 2 rows staggered at 0-4-0 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) and C-C Exterior(2E) -1-0-12 to 1-11-4, Interior(1) 1-11-4 to 11-7-8, Exterior(2E) 11-7-8 to 12-4-8, Exterior(2R) 12-4-8 to 16-7-7, Interior(1) 16-7-7 to 25-0-12 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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) except (jt=lb) B=2680, I=2680. 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. 11) Girder carries tie-in span(s): 40-0-0 from 0-0-0 to 24-0-0 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job FAIRVIEW 3RD CAR Truss Z3 Truss Type Hip Girder Qty 1 Ply 3 FAIRVIEW 3RD CAR Job Reference (optional) 8.530 s Dec 17 2021 MiTek Industries, Inc. Mon Aug 1 09:57:45 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:TAf1f6JuSFI0Y7miSzgTBcysFKz-5WUYVFeJjJOD4JhTlk?DJTO2nNoizmIGhMhhwIysEc4 NOTES- 13) Special hanger(s) or other connection device(s) shall be provided starting at 0-2-12 from the left end to 23-9-4 sufficient to connect truss(es) (1 ply 2x4 DF) to front face of bottom chord. The design/selection of such special 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-E=-84, E-F=-84, F-J=-84, B-I=-934(F=-920)