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Home My WebLink AboutTRUSS SPECS - 23-00360 - 1128 Cypress Loop - New SFRJob DAVE ROBINSON - TJT Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:44 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-rKtbjpsMu04U_cDa7lGnR6JVxfwgGutIhbBdb0z68vL Scale = 1:26.9 T1 T1 B1 W1 ST2 ST1 ST2 ST1 A B C D EF O P 4x6 3x6 3x6 6-9-0 6-9-0 13-6-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 15-0-0 1-6-0 0- 4 - 5 4- 3 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-2-3,0-1-8], [D:0-2-3,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.63 0.34 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.01 0.04 (loc) D-F D-F D B-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 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 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=790/0-5-8 (min. 0-1-8), D=790/0-5-8 (min. 0-1-8) Max HorzB=127(LC 9) Max UpliftB=-168(LC 10), D=-168(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-810/124, C-O=-662/139, C-P=-662/139, D-P=-810/124 BOT CHORD B-F=-45/565, D-F=-45/565 WEBS C-F=0/262 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=168, D=168. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job DAVE ROBINSON - TJT Truss A02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:45 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-JWRzw9t_eJCLcmongTn0_JrfN3GY?L6SwFxB7Sz68vK Scale = 1:27.2 T1 T1 B1 W1 A B C D EF G H 4x6 3x6 3x6 1.5x4 6-9-0 6-9-0 13-6-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 15-0-0 1-6-0 0- 4 - 5 4- 3 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-2-3,0-1-8], [D:0-2-3,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.65 0.36 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.05 (loc) D-F D-F D B-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=792/0-3-8 (min. 0-1-8), D=792/0-3-8 (min. 0-1-8) Max HorzB=127(LC 9) Max UpliftB=-167(LC 10), D=-167(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-831/127, C-G=-683/142, C-H=-683/142, D-H=-831/127 BOT CHORD B-F=-48/585, D-F=-48/585 WEBS C-F=0/266 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=167, D=167. 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 DAVE ROBINSON - TJT Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:46 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-ni?L8VucPdKCEvNzEAIFWXOpiTerkf4b8vgkfvz68vJ Scale = 1:53.7 T2 T2 B1 W1 W2 W3W2W3T1 T1 B1 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G P O N M L K J I H AO AP5x10 5x6 5x10 3x6 5x8 3x6 6-9-0 6-9-0 13-6-0 6-9-0 13-9-8 0-3-8 20-3-0 6-5-8 27-0-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 28-6-0 1-6-0 0- 4 - 5 8- 2 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-2-3,0-1-8], [C:0-5-0,0-3-4], [E:0-5-0,0-3-4], [F:0-2-3,0-1-8], [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.74 0.23 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.05 -0.07 0.01 0.03 (loc) F-H F-H F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: H-I,F-H. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-9-8 except (jt=length) F=0-3-8. (lb) - Max HorzB=230(LC 9) Max Uplift All uplift 100 lb or less at joint(s) B, J, O, P except I=-252(LC 11), M=-194(LC 10), F=-171(LC 11) Max Grav All reactions 250 lb or less at joint(s) J, K, L, N, O, P except B=393(LC 16), I=1361(LC 18), I=1278(LC 1), M=591(LC 17), F=725(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D-AO=0/338, D-AP=0/429, E-F=-738/134 BOT CHORD H-I=0/529, F-H=0/531 WEBS D-I=-748/95, E-I=-852/291, E-H=0/251, C-M=-587/202 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, J, O, P except (jt=lb) I=252, M=194, F=171. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job DAVE ROBINSON - TJT Truss B02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:47 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-FvZkLquEAxS3r3x9oupU3kx_Ms_gT4vlNZQICLz68vI Scale = 1:51.2 T2 T2 B1 W1 W2 W3W2W3T1 T1 B2 A B C D E F G K J I H L M5x10 5x6 5x10 3x6 3x4 3x10 1.5x4 1.5x4 3x6 6-9-0 6-9-0 13-5-0 6-8-0 13-6-0 0-1-0 20-3-0 6-9-0 27-0-0 6-9-0 -1-6-0 1-6-0 6-9-0 6-9-0 13-6-0 6-9-0 20-3-0 6-9-0 27-0-0 6-9-0 28-6-0 1-6-0 0- 4 - 5 8- 2 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-5-0,0-3-4], [E:0-5-0,0-3-4], [F:0-6-0,0-0-6] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.75 0.19 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.05 -0.07 0.01 0.03 (loc) B-K F-H F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=613/0-5-8 (min. 0-1-8), I=1682/0-9-0 (min. 0-1-13), F=610/0-3-8 (min. 0-1-8) Max HorzB=230(LC 9) Max UpliftB=-146(LC 10), I=-285(LC 10), F=-175(LC 11) Max GravB=706(LC 17), I=1682(LC 1), F=700(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-684/82, D-L=-15/481, D-M=0/480, E-F=-690/143 BOT CHORD B-K=-147/484, J-K=-148/482, I-J=-148/482, H-I=-5/488, F-H=-4/490 WEBS D-I=-855/140, E-I=-852/293, C-I=-841/291 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=146, I=285, F=175. 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 DAVE ROBINSON - TJT Truss B03 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:49 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-CHgUmWwViYin5N5YvJsy890RmgYnxzP1qtvOGEz68vG Scale = 1:49.7 T1 T1 B1 W1 W2 W3 W4 W5 W2 W3 W4W5 B1B2 A B C D E F G L K J I H M N O P Q R S 4x6 4x5 4x6 8x12 5x8 6x8 8x12 4x8 3x10 6x8 4x8 3x10 4-6-0 4-6-0 9-0-0 4-6-0 13-5-0 4-5-0 13-6-0 0-1-0 18-0-0 4-6-0 22-6-0 4-6-0 27-0-0 4-6-0 4-6-0 4-6-0 9-0-0 4-6-0 13-6-0 4-6-0 18-0-0 4-6-0 22-6-0 4-6-0 27-0-0 4-6-0 0- 4 - 5 8- 2 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [I:0-6-0,0-4-8], [K:0-6-0,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.30 0.67 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.02 0.04 (loc) K-L K-L J K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 320 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 *Except* W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-J REACTIONS.(lb/size) A=3835/0-5-8 (min. 0-2-1), G=-485/0-3-8 (min. 0-1-8), J=8597/0-9-0 (min. 0-4-9) Max HorzA=205(LC 24) Max UpliftA=-744(LC 10), G=-765(LC 16), J=-1654(LC 10) Max GravA=3923(LC 16), G=523(LC 20), J=8597(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-6101/1139, B-M=-2229/414, C-M=-2030/415, C-D=-358/2178, D-E=-337/2178, E-N=-418/2003, F-N=-449/1996, F-G=-768/1650 BOT CHORD A-O=-1071/5169, L-O=-1071/5169, L-P=-1071/5169, P-Q=-1071/5169, K-Q=-1071/5169, K-R=-479/1858, R-S=-479/1858, J-S=-479/1858, I-J=-1696/414, H-I=-1383/585, G-H=-1383/585 WEBS D-J=-2446/435, E-J=-607/318, E-I=-137/296, F-I=-584/205, C-J=-5486/1167, C-K=-1101/5689, B-K=-3844/839, B-L=-657/3583 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 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) A=744, G=765, J=1654. 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. Continued on page 2 Job DAVE ROBINSON - TJT Truss B03 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:49 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-CHgUmWwViYin5N5YvJsy890RmgYnxzP1qtvOGEz68vG NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1556 lb down and 309 lb up at 2-3-12, 1556 lb down and 309 lb up at 4-3-12, 1556 lb down and 309 lb up at 6-3-12, 1556 lb down and 309 lb up at 8-3-12, and 1556 lb down and 309 lb up at 10-3-12, and 1556 lb down and 309 lb up at 12-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: L=-1556(F) O=-1556(F) P=-1556(F) Q=-1556(F) R=-1556(F) S=-1556(F) Job DAVE ROBINSON - TJT Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:51 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-8goEBCxlE9yVKhFx1juQDa5hMULFPxpKIBOVL6z68vE Scale = 1:71.1 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST3ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G H I AB AA Z Y X W V U T S R Q P O N M L K J BA BB BC BD 5x6 3x6 5x6 5x8 5x10 5x6 5x10 3x6 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-8-0 6-2-0 30-10-0 6-2-0 37-0-0 6-2-0 38-6-0 1-6-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-2-3,0-1-8], [D:0-5-0,0-3-0], [F:0-5-0,0-3-0], [H:0-2-3,0-1-8], [N:0-3-0,0-3-0], [S:0-4-0,0-3-0], [X:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.68 0.22 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.01 0.01 0.01 (loc) H-J B-AB H B-AB l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 297 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-S, F-S, D-S MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 37-0-0. (lb) - Max HorzB=-306(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, AA, AB, J except X=-317(LC 10), S=-248(LC 10), N=-291(LC 11), H=-128(LC 11) Max Grav All reactions 250 lb or less at joint(s) T, U, V, W, Y, Z, AA, AB, R, Q, P, O, M, L, K, J except B=464(LC 17), X=913(LC 17), S=856(LC 1), N=901(LC 18), H=482(LC 18), H=474(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-384/135, C-D=-128/292, G-H=-383/78 BOT CHORD B-AB=-145/299, AA-AB=-145/299, Z-AA=-145/299, Y-Z=-145/299, X-Y=-145/299 WEBS E-S=-523/53, F-S=-306/202, F-N=-635/117, G-N=-448/249, D-S=-302/186, D-X=-639/142, C-X=-457/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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) B, AA, AB, J except (jt=lb) X=317, S=248, N=291, H=128. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job DAVE ROBINSON - TJT Truss C02 Truss Type Common Qty 5 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:52 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-csMdOYyN?T4Myqq7bRPfmoepGtbm8PVUXr72tZz68vD Scale = 1:68.9 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2B2A B C D E F G H I L K JM N O P 5x6 4x6 5x8 5x8 5x10 5x8 1.5x4 5x10 1.5x4 4x6 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-8-0 6-2-0 30-10-0 6-2-0 37-0-0 6-2-0 38-6-0 1-6-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-5-0,0-3-0], [F:0-5-0,0-3-0], [H:0-0-0,0-0-4], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.80 0.58 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.41 0.12 0.09 (loc) K-L K-L H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11-9 oc bracing: B-L. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1942/0-5-8 (min. 0-2-1), H=1942/0-5-8 (min. 0-2-1) Max HorzB=-306(LC 8) Max UpliftB=-379(LC 10), H=-379(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3012/541, C-D=-2682/524, D-E=-1901/434, E-F=-1901/433, F-G=-2682/525, G-H=-3012/542 BOT CHORD B-L=-554/2528, L-M=-357/2062, M-N=-357/2062, K-N=-357/2062, K-O=-222/2026, O-P=-222/2026, J-P=-222/2026, H-J=-348/2467 WEBS E-K=-280/1302, F-K=-959/339, F-J=-107/543, G-J=-395/234, D-K=-959/339, D-L=-107/543, C-L=-395/234 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=379, H=379. 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 DAVE ROBINSON - TJT Truss C03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-42w?cuz?mnCDZ_PJ88wuJ?AzBHx2tskdlVtcP?z68vC Scale = 1:68.0 T2 T3 B1 W1 W2 W3 W4 W2 W3 W4 T1 T4 B1B2B2A B C D E F G H K J IL M N O 5x6 5x10 4x6 5x8 5x8 5x8 1.5x4 6x8 1.5x4 4x6 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-8-0 6-2-0 30-10-0 6-2-0 37-0-0 6-2-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,Edge], [F:0-5-0,0-3-0], [H:0-0-0,0-0-4], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.85 0.58 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.41 0.12 0.10 (loc) J-K J-K H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-1 oc bracing: B-K. WEBS 1 Row at midpt F-J, D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1946/0-5-8 (min. 0-2-1), H=1787/0-5-8 (min. 0-1-14) Max HorzB=298(LC 9) Max UpliftB=-379(LC 10), H=-329(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3019/542, C-D=-2689/525, D-E=-1908/436, E-F=-1909/434, F-G=-2710/536, G-H=-3023/554 BOT CHORD B-K=-570/2520, K-L=-373/2055, L-M=-373/2055, J-M=-373/2055, J-N=-240/2051, N-O=-240/2051, I-O=-240/2051, H-I=-392/2500 WEBS E-J=-280/1304, F-J=-975/343, F-I=-116/560, G-I=-408/238, D-J=-950/339, D-K=-107/543, C-K=-395/234 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=379, H=329. 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 DAVE ROBINSON - TJT Truss C04 Truss Type Common Qty 6 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:55 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-0R2l1Z?GIOSwpIZiGZzMOQGIP5dSLjVwDpMjUtz68vA Scale = 1:68.0 T2 T3 B1 W7 W4 W2 W1 W3 W5 W8 T1 T4 B4B2 W6 B3A B C D E F G H L K J I M N O P 5x6 5x8 4x5 5x8 1.5x4 6x8 5x8 3x6 5x6 2x4 3x6 9-3-0 9-3-0 18-6-0 9-3-0 25-4-10 6-10-10 32-0-8 6-7-14 32-3-4 0-2-12 37-0-0 4-8-12 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 25-4-10 6-10-10 32-3-4 6-10-10 37-0-0 4-8-12 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-0-9,Edge], [D:0-4-0,Edge], [G:0-4-0,0-3-0], [J:0-3-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.93 0.52 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.36 0.06 0.07 (loc) K-L K-L I B-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W5,W8,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1692/0-5-8 (min. 0-1-14), I=2063/0-5-8 (min. 0-2-3) Max HorzB=298(LC 7) Max UpliftB=-347(LC 10), I=-382(LC 11) Max GravB=1746(LC 17), I=2063(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2631/481, C-D=-2305/464, D-E=-1502/346, E-M=-1410/371, F-M=-1431/342, F-G=-1508/289, G-H=-83/452 BOT CHORD B-L=-519/2150, L-N=-320/1711, N-O=-320/1711, K-O=-320/1711, K-P=-127/1199, J-P=-127/1199, H-I=-288/112 WEBS C-L=-408/235, D-L=-106/563, D-K=-957/337, E-K=-213/826, F-K=-295/209, F-J=-519/124, G-I=-1945/423, G-J=-174/1558 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=347, I=382. 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 DAVE ROBINSON - TJT Truss C05 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:56 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-Udb7Ev?u3ianQS7uqHUbweoUlUzZ4DV3RT5G0Kz68v9 Scale = 1:67.1 T2 T3 B1 W7 W4 W2 W1 W3 W5 W6 W8 T1 T4 B3B1 B2 A B C D E F G K J I H L M N O 6x8 5x6 5x8 4x6 5x8 1.5x4 5x8 3x6 5x6 2x4 3x6 9-3-0 9-3-0 18-6-0 9-3-0 25-4-10 6-10-10 32-3-4 6-10-10 37-0-0 4-8-12 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 25-4-10 6-10-10 32-3-4 6-10-10 37-0-0 4-8-12 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-6-0,0-0-1], [C:0-4-0,Edge], [F:0-4-0,0-3-0], [I:0-3-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.89 0.53 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.35 0.06 0.09 (loc) J-K J-K H A-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W5,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-J, E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1537/0-5-8 (min. 0-1-11), H=2068/0-5-8 (min. 0-2-3) Max HorzA=-283(LC 6) Max UpliftA=-298(LC 10), H=-382(LC 11) Max GravA=1594(LC 16), H=2068(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2670/495, B-C=-2341/476, C-D=-1514/347, D-L=-1277/374, E-L=-1438/348, E-F=-1502/291, F-G=-83/452 BOT CHORD A-K=-533/2183, K-M=-328/1737, M-N=-328/1737, J-N=-328/1737, J-O=-129/1179, I-O=-129/1179, G-H=-287/112 WEBS B-K=-424/241, C-K=-115/583, C-J=-974/342, D-J=-213/827, E-J=-278/209, E-I=-506/125, F-I=-177/1526, F-H=-1951/424 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) A=298, H=382. 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 DAVE ROBINSON - TJT Truss C06 Truss Type Common Qty 6 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:57 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-zq9WRF0Wq?je2ci4N_?rTrLeUuJipdQDg7rpYmz68v8 Scale = 1:67.1 T2 T3 B1 W7 W4 W2 W1 W3 W5 W6 W8 T1 T4 B3B1 B2 A B C D E F G K J I H L M N O 6x8 5x6 5x8 4x6 5x8 1.5x4 5x8 3x6 5x6 2x4 9-3-0 9-3-0 18-6-0 9-3-0 25-4-10 6-10-10 31-7-4 6-2-10 37-0-0 5-4-12 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 25-4-10 6-10-10 31-7-4 6-2-10 37-0-0 5-4-12 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-6-0,0-0-1], [C:0-4-0,Edge], [F:0-4-0,0-3-0], [I:0-3-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.96 0.53 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.35 0.06 0.10 (loc) J-K J-K H A-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 186 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W5,W6,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-J, E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1500/Mechanical, H=2120/0-5-8 (min. 0-2-4) Max HorzA=283(LC 9) Max UpliftA=-295(LC 10), H=-391(LC 11) Max GravA=1570(LC 16), H=2120(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2660/494, B-C=-2320/472, C-D=-1464/338, D-L=-1202/365, E-L=-1360/338, E-F=-1301/272, F-G=-102/541 BOT CHORD A-K=-535/2186, K-M=-323/1706, M-N=-323/1706, J-N=-323/1706, J-O=-109/1017, I-O=-109/1017, H-I=-314/130, G-H=-358/139 WEBS B-K=-460/249, C-K=-122/612, C-J=-991/345, D-J=-202/758, E-I=-625/135, F-I=-174/1497, F-H=-1992/424 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) A=295, H=391. 8) Following joints to be plated by qualified designer: Joint(s) G, not plated. 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 DAVE ROBINSON - TJT Truss C07 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:21:59 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-vCHGsx2mLdzMIvsTVP1JYGQzVixRHS4W8RKwdfz68v6 Scale = 1:67.0 T2 T3 B2 B3 B4 B5 W7 W4 W2 W1 W3 W5 W6 T1 T4 B1 A B C D E F G L K J I H M 5x10 5x6 5x10 5x8 6x8 3x10 5x8 2x6 3x6 1.5x4 5x8 4x8 9-3-0 9-3-0 18-6-0 9-3-0 24-11-4 6-5-4 31-4-8 6-5-4 31-7-4 0-2-12 37-0-0 5-4-12 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-11-4 6-5-4 31-4-8 6-5-4 37-0-0 5-7-8 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 5- 3 - 2 1- 6 - 1 7.00 12 3.50 12 Plate Offsets (X,Y)-- [A:0-1-8,0-0-9], [C:0-5-0,0-3-0], [E:0-5-0,0-3-0], [L:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.99 0.77 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.60 0.40 0.20 (loc) K-L K-L H A-L l/defl >998 >625 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 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 *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=2112/0-5-8 (min. 0-2-4), A=1492/0-5-8 (min. 0-1-9) Max HorzA=284(LC 7) Max UpliftH=-390(LC 11), A=-292(LC 10) Max GravH=2112(LC 1), A=1562(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-4706/1006, B-C=-4185/830, C-D=-2590/445, D-M=-2438/474, E-M=-2453/447, E-F=-2423/390, F-G=-94/537 BOT CHORD A-L=-1017/4077, K-L=-652/3376, J-K=-224/2075, I-J=-660/246, H-I=-2060/403, F-I=-1837/360, G-H=-342/128 WEBS B-L=-443/296, C-L=-123/582, C-K=-1253/445, D-K=-318/1847, E-K=-231/282, E-J=-593/136, F-J=-281/2568 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=390, A=292. 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 DAVE ROBINSON - TJT Truss C08 Truss Type Common Qty 5 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-NPre4H2O6w5Dv3Rf36YY5UzAF6Kg01OfM53U95z68v5 Scale = 1:68.0 T2 T3 B1 W1 W2 W3 W4 W2 W3 W4 T1 T4 B2B2B2A B C D E F G H K J IL M N O 5x6 5x10 4x6 5x8 5x8 5x8 1.5x4 6x8 1.5x4 4x6 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-8-0 6-2-0 30-10-0 6-2-0 37-0-0 6-2-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,Edge], [F:0-5-0,0-3-0], [H:0-1-3,0-2-12], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.86 0.58 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.41 0.12 0.11 (loc) J-K J-K H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 183 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-9-13 oc bracing: B-K. WEBS 1 Row at midpt F-J, D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1954/0-5-8 (min. 0-2-1), H=1795/Mechanical Max HorzB=298(LC 7) Max UpliftB=-380(LC 10), H=-332(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3035/544, C-D=-2705/527, D-E=-1924/439, E-F=-1925/436, F-G=-2760/545, G-H=-3106/566 BOT CHORD B-K=-572/2532, K-L=-375/2067, L-M=-375/2067, J-M=-375/2067, J-N=-243/2078, N-O=-243/2078, I-O=-243/2078, H-I=-406/2572 WEBS E-J=-283/1319, F-J=-996/347, F-I=-123/596, G-I=-452/248, D-J=-950/339, D-K=-107/543, C-K=-395/233 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=380, H=332. 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 DAVE ROBINSON - TJT Truss C09 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:01 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-rbP0Hd30tED4XD0scq3ndhWJtVbZlMRpbkp1hXz68v4 Scale = 1:67.4 T2 T3 B2 B3 B4 B5 W7 W4 W2 W1 W3 W5 W6 T1 T4 B1 A B C D E F G H M L K J I N O 5x10 5x6 5x10 5x8 6x8 3x10 6x8 2x6 3x6 1.5x4 5x8 4x8 9-3-0 9-3-0 18-6-0 9-3-0 24-11-4 6-5-4 31-4-8 6-5-4 31-10-0 0-5-8 37-0-0 5-2-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-11-4 6-5-4 31-4-8 6-5-4 37-0-0 5-7-8 38-6-0 1-6-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 5- 3 - 2 1- 6 - 1 7.00 12 3.50 12 Plate Offsets (X,Y)-- [A:0-1-12,0-0-9], [C:0-5-0,0-3-0], [E:0-5-0,0-3-4], [G:0-6-0,0-0-6], [M:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 1.00 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.61 0.39 0.19 (loc) M L-M I A-M l/defl >999 >620 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 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 *Except* T2: 2x4 DF 2400F 2.0E or 2x4 DF-N 2400F 2.0E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=2476/0-5-8 (min. 0-2-10), A=1485/0-5-8 (min. 0-1-10) Max HorzA=-299(LC 8) Max UpliftI=-234(LC 11), A=-270(LC 10) Max GravI=2476(LC 1), A=1580(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-4769/913, B-C=-4249/733, C-D=-2648/345, D-N=-2452/369, E-N=-2458/343, E-O=-2244/214, F-O=-2472/83, F-G=-202/834 BOT CHORD A-M=-920/4133, L-M=-546/3433, K-L=-20/2048, J-K=-995/603, I-J=-2446/253, F-J=-2125/109, G-I=-596/255 WEBS B-M=-445/302, C-M=-128/583, C-L=-1263/444, D-L=-203/1907, E-L=-264/234, E-K=-675/142, F-K=-301/2860 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=234, A=270. 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down at 28-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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) StandardContinued on page 2 Job DAVE ROBINSON - TJT Truss C09 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:01 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-rbP0Hd30tED4XD0scq3ndhWJtVbZlMRpbkp1hXz68v4 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-H=-84, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-67, D-H=-66, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-67, C-D=-111, D-H=-30, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-30, D-N=-108, H-N=-66, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-14, D-H=-14, A-L=-34, J-L=-34, G-I=-34 Concentrated Loads (lb) Vert: O=-226(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-11, D-G=15, G-H=9, A-L=-8, J-L=-8, G-I=-8 Horz: A-D=3, D-G=23, G-H=17 Concentrated Loads (lb) Vert: O=-226(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-G=-11, G-H=2, A-L=-8, J-L=-8, G-I=11 Horz: A-D=-23, D-G=-3, G-H=11 Concentrated Loads (lb) Vert: O=-226(F) 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-29, D-G=-3, G-H=3, A-L=-14, J-L=-14, G-I=-14 Horz: A-D=15, D-G=11, G-H=17 Concentrated Loads (lb) Vert: O=-226(F) 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-3, D-G=-29, G-H=-23, A-L=-14, J-L=-14, G-I=5 Horz: A-D=-11, D-G=-15, G-H=-9 Concentrated Loads (lb) Vert: O=-226(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=32, D-G=15, G-H=9, A-L=-8, J-L=-8, G-I=-8 Horz: A-D=-41, D-G=23, G-H=17 Concentrated Loads (lb) Vert: O=-226(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-G=32, G-H=27, A-L=-8, J-L=-8, G-I=-8 Horz: A-D=-23, D-G=41, G-H=35 Concentrated Loads (lb) Vert: O=-226(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=32, D-G=15, G-H=9, A-L=-8, J-L=-8, G-I=-8 Horz: A-D=-41, D-G=23, G-H=17 Concentrated Loads (lb) Vert: O=-226(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-G=32, G-H=27, A-L=-8, J-L=-8, G-I=-8 Horz: A-D=-23, D-G=41, G-H=35 Concentrated Loads (lb) Vert: O=-226(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-G=-3, G-H=3, A-L=-14, J-L=-14, G-I=-14 Horz: A-D=-29, D-G=11, G-H=17 Continued on page 3 Job DAVE ROBINSON - TJT Truss C09 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:01 2023 Page 3 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-rbP0Hd30tED4XD0scq3ndhWJtVbZlMRpbkp1hXz68v4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: O=-226(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-3, D-G=15, G-H=21, A-L=-14, J-L=-14, G-I=-14 Horz: A-D=-11, D-G=29, G-H=35 Concentrated Loads (lb) Vert: O=-226(F) 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-14, D-G=-14, G-H=-154, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 17) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-D=-143, D-H=-35, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 18) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-35, D-N=-140, H-N=-84, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 19) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: A-D=-14, D-H=-14, A-L=-14, J-L=-14, G-I=-14 Concentrated Loads (lb) Vert: O=-226(F) 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-78, D-G=-58, G-H=-54, A-L=-14, J-L=-14, G-I=-14 Horz: A-D=11, D-G=9, G-H=13 Concentrated Loads (lb) Vert: O=-226(F) 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-58, D-G=-78, G-H=-73, A-L=-14, J-L=-14, G-I=1 Horz: A-D=-9, D-G=-11, G-H=-7 Concentrated Loads (lb) Vert: O=-226(F) 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-45, D-G=-58, G-H=-54, A-L=-14, J-L=-14, G-I=-14 Horz: A-D=-22, D-G=9, G-H=13 Concentrated Loads (lb) Vert: O=-226(F) 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-58, D-G=-45, G-H=-40, A-L=-14, J-L=-14, G-I=-14 Horz: A-D=-9, D-G=22, G-H=26 Concentrated Loads (lb) Vert: O=-226(F) Job DAVE ROBINSON - TJT Truss C10 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:02 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-JnzOVz4feYLx9Nb2AXb0Av2WXvznUpSyqOYaEzz68v3 Scale = 1:68.5 T2 T3 B2 B3 B4 B5 W8 W5 W2 W1 T1 T4 B1 W9W7 W6 W4W3 A B C D E F G H I N M L K J O P 5x10 5x6 5x8 5x8 7x10 3x6 2x6 3x6 1.5x4 4x6 3x6 3x4 5x8 9-3-0 9-3-0 18-6-0 9-3-0 22-10-4 4-4-4 27-2-8 4-4-4 27-8-0 0-5-8 30-2-8 2-6-8 37-0-0 6-9-8 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 22-10-4 4-4-4 27-2-8 4-4-4 30-2-8 3-0-0 37-0-0 6-9-8 38-6-0 1-6-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 5- 3 - 2 2- 8 - 1 1 7.00 12 3.50 12 Plate Offsets (X,Y)-- [A:0-3-0,0-0-9], [C:0-5-0,0-3-0], [E:0-4-0,0-3-0], [H:0-3-3,0-1-8], [L:0-2-0,0-3-0], [N:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.88 0.73 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.41 0.25 0.14 (loc) A-N M-N K A-N l/defl >999 >798 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 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 *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-13 oc bracing. WEBS 1 Row at midpt E-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=2856/0-5-8 (min. 0-3-1), A=1106/0-5-8 (min. 0-1-8) Max HorzA=-299(LC 8) Max UpliftK=-270(LC 11), A=-258(LC 10) Max GravK=2856(LC 1), A=1309(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3820/873, B-C=-3272/693, C-D=-1628/298, D-E=-1390/333, E-O=-433/2490, F-O=-451/2268, F-P=-490/2444, G-P=-609/2225, G-H=-230/976 BOT CHORD A-N=-885/3296, M-N=-508/2535, L-M=-516/544, K-L=-2883/285, F-L=-374/5, H-J=-708/300 WEBS B-N=-506/302, C-N=-131/634, C-M=-1282/452, D-M=-184/867, G-J=-275/779, J-L=-904/420, G-L=-1476/471, E-L=-3184/370, E-M=-52/885 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=270, A=258. 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) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 lb down at 28-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 Job DAVE ROBINSON - TJT Truss C10 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:02 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-JnzOVz4feYLx9Nb2AXb0Av2WXvznUpSyqOYaEzz68v3 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-I=-84, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-67, D-I=-66, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 3) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-67, C-D=-111, D-I=-30, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 4) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-30, D-O=-108, I-O=-66, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 5) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-14, D-I=-14, A-M=-34, L-M=-34, H-K=-34 Concentrated Loads (lb) Vert: P=-226(F) 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-11, D-H=15, H-I=9, A-M=-8, L-M=-8, H-K=-8 Horz: A-D=3, D-H=23, H-I=17 Concentrated Loads (lb) Vert: P=-226(F) 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-H=-11, H-I=2, A-M=-8, L-M=-8, H-K=11 Horz: A-D=-23, D-H=-3, H-I=11 Concentrated Loads (lb) Vert: P=-226(F) 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-29, D-H=-3, H-I=3, A-M=-14, L-M=-14, H-K=-14 Horz: A-D=15, D-H=11, H-I=17 Concentrated Loads (lb) Vert: P=-226(F) 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-3, D-H=-29, H-I=-23, A-M=-14, L-M=-14, H-K=5 Horz: A-D=-11, D-H=-15, H-I=-9 Concentrated Loads (lb) Vert: P=-226(F) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=32, D-H=15, H-I=9, A-M=-8, L-M=-8, H-K=-8 Horz: A-D=-41, D-H=23, H-I=17 Concentrated Loads (lb) Vert: P=-226(F) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-H=32, H-I=27, A-M=-8, L-M=-8, H-K=-8 Horz: A-D=-23, D-H=41, H-I=35 Concentrated Loads (lb) Vert: P=-226(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=32, D-H=15, H-I=9, A-M=-8, L-M=-8, H-K=-8 Horz: A-D=-41, D-H=23, H-I=17 Concentrated Loads (lb) Vert: P=-226(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-H=32, H-I=27, A-M=-8, L-M=-8, H-K=-8 Horz: A-D=-23, D-H=41, H-I=35 Concentrated Loads (lb) Vert: P=-226(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=15, D-H=-3, H-I=3, A-M=-14, L-M=-14, H-K=-14 Horz: A-D=-29, D-H=11, H-I=17 Continued on page 3 Job DAVE ROBINSON - TJT Truss C10 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:02 2023 Page 3 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-JnzOVz4feYLx9Nb2AXb0Av2WXvznUpSyqOYaEzz68v3 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: P=-226(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-3, D-H=15, H-I=21, A-M=-14, L-M=-14, H-K=-14 Horz: A-D=-11, D-H=29, H-I=35 Concentrated Loads (lb) Vert: P=-226(F) 16) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-14, D-H=-14, H-I=-154, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 17) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-D=-143, D-I=-35, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 18) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-35, D-O=-140, I-O=-84, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 19) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: A-D=-14, D-I=-14, A-M=-14, L-M=-14, H-K=-14 Concentrated Loads (lb) Vert: P=-226(F) 20) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-78, D-H=-58, H-I=-54, A-M=-14, L-M=-14, H-K=-14 Horz: A-D=11, D-H=9, H-I=13 Concentrated Loads (lb) Vert: P=-226(F) 21) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-58, D-H=-78, H-I=-73, A-M=-14, L-M=-14, H-K=1 Horz: A-D=-9, D-H=-11, H-I=-7 Concentrated Loads (lb) Vert: P=-226(F) 22) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-45, D-H=-58, H-I=-54, A-M=-14, L-M=-14, H-K=-14 Horz: A-D=-22, D-H=9, H-I=13 Concentrated Loads (lb) Vert: P=-226(F) 23) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-D=-58, D-H=-45, H-I=-40, A-M=-14, L-M=-14, H-K=-14 Horz: A-D=-9, D-H=22, H-I=26 Concentrated Loads (lb) Vert: P=-226(F) Job DAVE ROBINSON - TJT Truss C11 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:03 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-n_WniJ5HPrTomXAEkF6Fj6biqJKuDGt522I8mQz68v2 Scale = 1:67.6 T2 T3 B2 B3 B4 B5 W8 W5 W2 W1 T1 T4 B1 W9W7 W6 W4W3 A B C D E F G H M L K J I N 5x10 5x6 5x8 5x8 5x10 4x5 2x6 3x6 1.5x4 4x6 3x6 3x4 5x8 9-3-0 9-3-0 18-6-0 9-3-0 22-10-4 4-4-4 27-2-8 4-4-4 27-8-0 0-5-8 30-2-8 2-6-8 37-0-0 6-9-8 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 22-10-4 4-4-4 27-2-8 4-4-4 30-2-8 3-0-0 37-0-0 6-9-8 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 5- 3 - 2 2- 8 - 1 1 7.00 12 3.50 12 Plate Offsets (X,Y)-- [A:0-2-0,0-0-13], [C:0-5-0,0-3-0], [E:0-4-0,0-3-0], [H:0-6-0,0-0-6], [K:0-2-12,0-2-12], [M:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.78 0.68 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.27 0.15 (loc) A-M L-M J A-M l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-4 oc bracing. WEBS 1 Row at midpt E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=2435/0-5-8 (min. 0-2-10), A=1169/0-5-8 (min. 0-1-8) Max HorzA=284(LC 7) Max UpliftJ=-450(LC 11), A=-251(LC 10) Max GravJ=2435(LC 1), A=1335(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3909/865, B-C=-3362/685, C-D=-1729/289, D-E=-1498/324, E-N=-348/1827, F-N=-366/1605, F-G=-447/1742, G-H=-128/685 BOT CHORD A-M=-893/3375, L-M=-516/2618, K-L=-63/717, J-K=-2470/467, F-K=-253/116, H-I=-455/178 WEBS B-M=-495/302, C-M=-131/625, C-L=-1268/452, D-L=-174/986, G-I=-158/569, I-K=-577/247, G-K=-1163/468, E-K=-2801/369, E-L=-80/745 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=450, A=251. 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 DAVE ROBINSON - TJT Truss C12 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:05 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-kMeX7_6XxTjW0qJdrg8joXg4Y76yhGEOWMnFqIz68v0 Scale = 1:70.2 T2 T3 B1 W1 W2 W3 W4 W2W3 W4 T1 T4 B1B2B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST3ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G H AA Z Y X W V U T S R Q P O N M L K J IAZ BA BB BC 5x6 5x10 3x6 5x6 5x8 5x6 5x10 4x5 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 37-0-0 9-3-0 -1-6-0 1-6-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-8-0 6-2-0 30-10-0 6-2-0 37-0-0 6-2-0 0- 4 - 5 11 - 1 - 1 3 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-8], [D:0-5-0,0-3-0], [F:0-5-0,0-3-0], [H:0-0-13,Edge], [M:0-3-0,0-3-0], [R:0-4-0,0-3-0], [W:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.70 0.32 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) H-I H-I H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 295 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-R, F-R, D-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 37-0-0. (lb) - Max HorzB=298(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, H, Z, AA, J, I except W=-318(LC 10), R=-251(LC 10), M=-296(LC 11) Max Grav All reactions 250 lb or less at joint(s) S, T, U, V, X, Y, Z, AA, Q, P, O, N, L, K, J, I except B=464(LC 17), W=907(LC 17), R=852(LC 1), M=912(LC 18), H=281(LC 18), H=273(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-383/122, C-D=-125/287, G-H=-382/65 BOT CHORD B-AA=-150/292, Z-AA=-150/292, Y-Z=-150/292, X-Y=-150/292, W-X=-150/292 WEBS E-R=-527/59, F-R=-300/198, F-M=-643/122, G-M=-450/249, D-R=-296/184, D-W=-631/144, C-W=-458/253 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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) B, H, Z, AA, J, I except (jt=lb) W=318, R=251, M=296. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job DAVE ROBINSON - TJT Truss D01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:07 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-glmHYg8nT4zDF8T?z4ABtymNNwpt9DehzgGLvBz68v_ Scale = 1:59.5 T2 T2 B1 W3 W2 W1 W2 W3T1 T1 B1 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G P O N M L K J I H AO AP AQ AR AS AT AU AV 7x10 4x6 7x10 3x6 2x4 7x8 2x4 3x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-3-12 7-3-12 7-5-8 0-1-12 14-2-8 6-9-0 20-11-8 6-9-0 21-1-4 0-1-12 28-5-0 7-3-12 -1-6-0 1-6-0 7-3-12 7-3-12 14-2-8 6-10-12 21-1-4 6-10-12 28-5-0 7-3-12 29-11-0 1-6-0 0- 4 - 5 8- 7 - 1 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [L:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.87 0.16 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) K-L K-L F K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 214 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std 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. WEBS 1 Row at midpt D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-5-8. (lb) - Max HorzB=-240(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, F, O, P, I, H except M=-305(LC 10), K=-282(LC 11), N=-104(LC 35), J=-114(LC 34) Max Grav All reactions 250 lb or less at joint(s) N, O, P, J, I, H except B=392(LC 17), M=1248(LC 17), M=1130(LC 1), K=1258(LC 18), K=1139(LC 1), F=392(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-298/102, C-AO=-638/191, D-AO=-410/217, D-AP=-410/187, E-AP=-638/161, E-F=-298/54 WEBS C-M=-1046/313, C-L=-19/344, E-L=-58/344, E-K=-1046/283 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, F, O, P, I, H except (jt=lb) M=305, K=282, N=104, J=114. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 18 lb up at 9-0-12, 36 lb down and 18 lb up at 11-0-12, 36 lb down and 18 lb up at 13-0-12, 36 lb down and 18 lb up at 15-0-12, 36 lb down and 18 lb up at 15-4-4, and 36 lb down and 18 lb up at 17-4-4, and 36 lb down and 18 lb up at 19-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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) StandardContinued on page 2 Job DAVE ROBINSON - TJT Truss D01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:07 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-glmHYg8nT4zDF8T?z4ABtymNNwpt9DehzgGLvBz68v_ LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, B-F=-14 Concentrated Loads (lb) Vert: AQ=-25(F) AR=-25(F) AS=-25(F) AT=-49(F) AU=-25(F) AV=-25(F) Job DAVE ROBINSON - TJT Truss D02 Truss Type Common Qty 8 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:08 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-8xKgl09PEO54tI2CWohQPAIXjK5Sui9qCK?vQdz68uz Scale = 1:53.7 T2 T2 B1 W1 W2 W3 W2 W3T1 T1 B1 A B C D E F G J I H K L5x10 4x6 5x10 4x5 5x8 1.5x4 1.5x4 4x5 7-1-4 7-1-4 14-2-8 7-1-4 21-3-12 7-1-4 28-5-0 7-1-4 -1-6-0 1-6-0 7-1-4 7-1-4 14-2-8 7-1-4 21-3-12 7-1-4 28-5-0 7-1-4 29-11-0 1-6-0 0- 4 - 5 8- 7 - 1 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [C:0-5-0,0-3-4], [E:0-5-0,0-3-4], [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.90 0.40 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.07 0.06 (loc) I H-I F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-I, C-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1521/0-5-8 (min. 0-1-10), F=1521/0-5-8 (min. 0-1-10) Max HorzB=-240(LC 8) Max UpliftB=-301(LC 10), F=-301(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2229/375, C-K=-1508/295, D-K=-1344/322, D-L=-1344/322, E-L=-1508/295, E-F=-2229/376 BOT CHORD B-J=-359/1798, I-J=-360/1796, H-I=-198/1796, F-H=-197/1798 WEBS D-I=-146/825, E-I=-850/301, E-H=0/255, C-I=-850/300, C-J=0/255 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=301, F=301. 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 DAVE ROBINSON - TJT Truss D03 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:09 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-c7u2zM92?hDxUSdO4VDfyNrjkkQ8d9O_R_lSy3z68uy Scale = 1:51.9 T2 T2 B1 W1 W2 W3 W2 W3 T1 T1 B1 A B C D E H G F I J5x10 4x6 5x10 4x5 5x8 1.5x4 1.5x4 4x5 7-1-4 7-1-4 14-2-8 7-1-4 21-3-12 7-1-4 28-5-0 7-1-4 7-1-4 7-1-4 14-2-8 7-1-4 21-3-12 7-1-4 28-5-0 7-1-4 0- 4 - 5 8- 7 - 1 2 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-0-13,Edge], [B:0-5-0,0-3-4], [D:0-5-0,0-3-4], [E:0-0-13,Edge], [G:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.81 0.49 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.07 0.08 (loc) E-F E-F E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-G, B-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1370/0-5-8 (min. 0-1-8), E=1370/0-5-8 (min. 0-1-8) Max HorzA=-218(LC 8) Max UpliftA=-252(LC 10), E=-252(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2253/390, B-I=-1527/300, C-I=-1361/327, C-J=-1361/327, D-J=-1527/300, D-E=-2253/391 BOT CHORD A-H=-389/1812, G-H=-390/1810, F-G=-243/1810, E-F=-243/1812 WEBS C-G=-153/848, D-G=-854/313, D-F=0/258, B-G=-854/313, B-H=0/258 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) A=252, E=252. 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 DAVE ROBINSON - TJT Truss E01 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-4KSQAiAgm?Lo6bCaeDkuVbO0o8tpMfz7geU?VWz68ux Scale: 1"=1' T1 W1 B1 A B C D E 1.5x4 1.5x4 2x4 -1-6-0 1-6-0 2-0-0 2-0-0 0- 4 - 5 1- 6 - 5 7.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) A A l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-0-0 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) D=35/2-0-0 (min. 0-1-8), B=279/2-0-0 (min. 0-1-8) Max HorzB=76(LC 10) Max UpliftD=-77(LC 16), B=-75(LC 10) Max GravD=44(LC 17), B=371(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job DAVE ROBINSON - TJT Truss E02 Truss Type Monopitch Qty 7 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:11 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-YW?oO2BIXJTfklnnCwF71owBIXD356DHuIEZ1yz68uw Scale: 1"=1' T1 W1 B1 A B C D E 1.5x4 1.5x4 2x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 0- 4 - 5 1- 6 - 5 7.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.30 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 B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-0-0 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) D=28/Mechanical, B=286/0-5-8 (min. 0-1-8) Max HorzB=76(LC 10) Max UpliftD=-86(LC 16), B=-77(LC 10) Max GravD=37(LC 17), B=386(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 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 DAVE ROBINSON - TJT Truss G01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:12 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-0iZAbNCwIcbWLvMzlemMa0TQsxZJqZmQ7yz6ZOz68uv Scale = 1:22.4 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G L K J I H M N 3x4 4x5 3x4 11-6-0 11-6-0 5-9-0 5-9-0 11-6-0 5-9-0 0- 4 - 5 3- 8 - 9 0- 4 - 5 7.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.05 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 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 11-6-0. (lb) - Max HorzA=89(LC 7) Max Uplift All uplift 100 lb or less at joint(s) A, K, L, I, H Max Grav All reactions 250 lb or less at joint(s) A, G, J, K, L, I, H FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, K, L, I, H. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job DAVE ROBINSON - TJT Truss G02 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:14 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-z5hx03DApEsEbDWLt3oqfRYikl5BIM5jaGSDeHz68ut Scale = 1:22.4 T1 T1 B1 W1 W2 W3W2W3 A B C D E H G F I J K L M N O 3x10 4x6 3x10 8x12 4x5 3x10 4x5 3x10 2-10-8 2-10-8 5-9-0 2-10-8 8-7-8 2-10-8 11-6-0 2-10-8 2-10-8 2-10-8 5-9-0 2-10-8 8-7-8 2-10-8 11-6-0 2-10-8 0- 4 - 5 3- 8 - 9 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [A:0-10-0,0-1-1], [E:0-10-0,0-1-1], [G:0-6-0,0-4-12] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.29 0.63 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.03 0.04 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=5245/0-5-8 (min. 0-2-13), E=4742/0-5-8 (min. 0-2-8) Max HorzA=-87(LC 23) Max UpliftA=-998(LC 10), E=-902(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-7960/1506, B-I=-5579/1071, C-I=-5553/1081, C-J=-5553/1081, D-J=-5577/1071, D-E=-7821/1481 BOT CHORD A-K=-1304/6737, H-K=-1304/6737, H-L=-1304/6737, L-M=-1304/6737, G-M=-1304/6737, G-N=-1222/6609, F-N=-1222/6609, F-O=-1222/6609, E-O=-1222/6609 WEBS C-G=-999/5261, D-G=-2121/467, D-F=-389/2151, B-G=-2269/493, B-H=-412/2278 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: 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) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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=998, E=902. 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) 1781 lb down and 346 lb up at 1-5-4, 1781 lb down and 346 lb up at 3-5-4, 1781 lb down and 346 lb up at 5-5-4, and 1781 lb down and 346 lb up at 7-5-4, and 1781 lb down and 346 lb up at 9-5-4 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 DAVE ROBINSON - TJT Truss G02 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Thu Jun 15 16:22:14 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:?vOYC3XoCMjQsZTmVM8wS4z6CCD-z5hx03DApEsEbDWLt3oqfRYikl5BIM5jaGSDeHz68ut LOAD CASE(S) Standard 1) Dead + Snow (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: K=-1781(B) L=-1781(B) M=-1781(B) N=-1781(B) O=-1781(B)