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Home My WebLink AboutTRUSS SPECS - 22-00188 - 641 S 2470 W - New SFRJob HIGHLAND CM FH 3C Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-RysotG?xrL7zG0L2xMGdtz8WcX8hRQ0JcLgSLYyAkGA Scale: 1/4"=1' T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 T4 B2 ST14 A B C D E F G H I J K L M N O P Q AD AC AB AA Z Y X W V U T S R 4x5 3x4 5x6 5x6 5x6 3x4 28-0-0 28-0-0 -1-0-0 1-0-0 14-0-0 14-0-0 28-0-0 14-0-0 29-0-0 1-0-0 0-4-37-4-37-9-150-4-36.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [M:0-3-0,0-3-0], [X:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) Q Q P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 147 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 28-0-0. (lb) - Max Horz B=-145(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 2-0-0, Exterior(2N) 2-0-0 to 14-0-0, Corner(3R) 14-0-0 to 17-0-0, Exterior(2N) 17-0-0 to 29-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss A2 Truss Type Common Qty 6 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-v9QB4c0ZbeGquAwEV3nsQBhZyxLMAryTr?P0u_yAkG9 Scale: 1/4"=1' T1 T2 B1 W1 W2 W3 W4 T3 T4 B2A B C D E F G H I L K J M N O P Q 3x6 5x6 3x6 3x6 3x6 3x6 1.5x4 3x6 1.5x4 3x6 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 29-0-0 1-0-0 0-4-37-4-37-9-150-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.64 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.35 0.07 0.07 (loc) J-L J-L H B-L l/defl >999 >943 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 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* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-14 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=1458/0-5-8 (min. 0-1-9), H=1458/0-5-8 (min. 0-1-9) Max Horz B=145(LC 11) Max UpliftB=-262(LC 12), H=-262(LC 12) Max Grav B=1459(LC 17), H=1459(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2410/437, C-M=-2312/458, C-D=-2128/433, D-N=-2011/444, E-N=-2007/456, E-O=-2007/456, F-O=-2012/444, F-G=-2129/433, G-P=-2313/458, H-P=-2410/437 BOT CHORD B-L=-321/2148, K-L=-123/1381, K-Q=-123/1381, J-Q=-123/1381, H-J=-327/2048 WEBS E-J=-133/880, G-J=-574/227, E-L=-133/879, C-L=-574/227 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 29-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=262, H=262. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss A3 Truss Type Common Qty 11 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-NL_ZIy1BMyOhVKVQ3nJ5yODkOKg1vI0c4f9ZQQyAkG8 Scale = 1:46.9 T1 T2 B1 W1 W2 W3 W4 T3 B2A B C D E F G J I H K L M N O 3x6 4x6 4x5 4x5 3x6 3x6 1.5x4 3x6 1.5x4 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 0-4-37-4-37-9-150-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.67 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.36 0.07 0.09 (loc) H-J G-H G G-H l/defl >999 >932 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 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* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-4 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)G=1355/Mechanical, B=1469/0-5-8 (min. 0-1-9) Max Horz B=143(LC 11) Max UpliftG=-210(LC 12), B=-265(LC 12) Max Grav G=1377(LC 18), B=1469(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2433/446, C-K=-2332/466, C-D=-2149/438, D-L=-2032/451, E-L=-2028/462, E-M=-2058/480, F-M=-2179/467, F-N=-2366/484, G-N=-2473/469 BOT CHORD B-J=-358/2159, I-J=-155/1393, I-O=-155/1393, H-O=-155/1393, G-H=-359/2110 WEBS E-H=-143/926, F-H=-606/235, E-J=-132/877, C-J=-574/228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 27-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=210, B=265. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-Jk5Jje3RuZePleepACLa2pICb8WYNE1vXzegVJyAkG6 Scale: 1/4"=1' T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 B2 ST14 A B C D E F G H I J K L M N O P AC AB AA Z Y X W V U T S R Q AD 4x5 3x4 3x4 5x6 5x6 28-0-0 28-0-0 -1-0-0 1-0-0 14-0-0 14-0-0 28-0-0 14-0-0 0-4-37-4-37-9-150-4-36.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [W:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) A A P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 145 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 28-0-0. (lb) - Max Horz B=143(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q Max Grav All reactions 250 lb or less at joint(s) P, B, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, Q FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 2-0-0, Exterior(2N) 2-0-0 to 14-0-0, Corner(3R) 14-0-0 to 17-0-0, Exterior(2N) 17-0-0 to 28-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, X, Y, Z, AA, AB, AC , V, U, T, S, R, Q. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-nwfhw_33ftmGMoD?kvspa1rJsYny6ZJ2mdND1lyAkG5 Scale = 1:47.2 T1 T2 B1 W1 W2 W3 W4 ST2 ST3 ST4 ST5 ST8 ST9 ST10 ST11 B2 ST12 A B C D E F G M L K J I H Y Z AA AB 5x6 2x4 3x4 5x6 3x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 23-0-0 1-0-0 0-5-36-10-37-4-10-5-37.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-8], [D:0-2-0,0-0-0], [F:0-1-0,0-1-8], [J:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.28 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.01 0.02 (loc) B-M B-M F B-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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* W2,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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-1-8 except (jt=length) B=0-5-8. (lb) - Max Horz B=156(LC 11) Max Uplift All uplift 100 lb or less at joint(s) F except B=-156(LC 12), J=-245(LC 12) Max Grav All reactions 250 lb or less at joint(s) L, K, I, H except B=755(LC 1), J=1134(LC 1), F=338(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-883/165, C-Y=-657/179, D-Y=-550/191, D-Z=0/333 BOT CHORD B-M=-65/746 WEBS D-J=-819/141, E-J=-449/188, D-M=-117/613, C-M=-425/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) B=156, J=245. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss B2 Truss Type Common Qty 6 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-F6D48K4hQAu7_xoCIdN27EOUfy6Yr8UC_H7nZCyAkG4 Scale = 1:41.7 T1 T2 B1 W1 W2 W3 W4 B2A B C D E F G J I H K L M N 4x5 3x4 3x4 3x4 1.5x4 3x4 1.5x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 -1-0-0 1-0-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 23-0-0 1-0-0 0-5-36-10-37-4-10-5-37.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-1-8], [F:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.38 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.04 0.03 (loc) H-J H-J F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 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* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-11-7 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=1165/0-5-8 (min. 0-1-8), F=1165/0-5-8 (min. 0-1-8) Max Horz B=156(LC 11) Max UpliftB=-217(LC 12), F=-217(LC 12) Max Grav B=1174(LC 17), F=1174(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1653/285, C-K=-1469/299, D-K=-1365/312, D-L=-1365/312, E-L=-1470/299, E-F=-1653/285 BOT CHORD B-J=-168/1432, J-M=-31/935, I-M=-31/935, I-N=-31/935, H-N=-31/935, F-H=-169/1317 WEBS D-H=-104/646, E-H=-406/174, D-J=-104/646, C-J=-406/174 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 11-0-0, Exterior(2R) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=217, F=217. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-jJnSLf5KBU0_c5NOrKuHfSwZJLMDaQ2LDxsK5eyAkG3 Scale = 1:43.6 T1 T2 B1 W1 W2 W3W4W5 B2 A B C D E H G FIJKLMNOP Q R 4x12 5x8 4x12 10x12 MT20HS 4x8 4x12 4x8 4x12 Special Special Special Special Special Special Special Special Special Special 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 0-5-36-10-30-5-37.00 12 Plate Offsets (X,Y)-- [A:0-1-11,0-1-12], [E:0-1-11,0-1-12], [G:0-6-0,0-6-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.74 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.30 0.07 0.10 (loc) G-H G-H E G-H l/defl >999 >869 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 256 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 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 3-3-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7723/0-5-8 (min. 0-4-2), E=7800/0-5-8 (min. 0-4-3) Max Horz A=142(LC 26) Max UpliftA=-1252(LC 8), E=-1264(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12550/2044, B-C=-8569/1444, C-D=-8569/1444, D-E=-12566/2047 BOT CHORD A-I=-1695/10691, I-J=-1695/10691, H-J=-1695/10691, H-K=-1695/10691, K-L=-1695/10691, L-M=-1695/10691, G-M=-1695/10691, G-N=-1697/10705, N-O=-1697/10705, O-P=-1697/10705, F-P=-1697/10705, F-Q=-1697/10705, Q-R=-1697/10705, E-R=-1697/10705 WEBS C-G=-1322/8060, D-G=-3959/711, D-F=-544/3660, B-G=-3943/708, B-H=-542/3645 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: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are MT20 plates unless otherwise indicated. 6) The Fabrication Tolerance at joint G = 8% 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=1252, E=1264. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1341 lb down and 224 lb up at 2-0-12, 1341 lb down and 224 lb up at 4-0-12, 1341 lb down and 224 lb up at 6-0-12, 1341 lb down and 224 lb up at 8-0-12, 1341 lb down and 224 lb up at 10-0-12, 1341 lb down and 224 lb up at 12-0-12, 1341 lb down and 224 lb up at 14-0-12, 1341 lb down and 224 lb up at 16-0-12, and 1341 lb down and 224 lb up at 18-0-12, and 1341 lb down and 224 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job HIGHLAND CM FH 3C Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:39 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-CVLqY?6yyo8rDFyaP2PWCfTk3liSJtIVSbcue4yAkG2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: I=-1341(B) J=-1341(B) K=-1341(B) L=-1341(B) M=-1341(B) N=-1341(B) O=-1341(B) P=-1341(B) Q=-1341(B) R=-1341(B) Job HIGHLAND CM FH 3C Truss C1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-ghvCmL6aj5GirPXmzlxlkt03I9Dh2VLehFLRAXyAkG1 Scale = 1:23.3 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 A B C D E F G H I N M L K J 4x5 3x4 3x4 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 12-4-0 1-0-0 0-5-33-8-134-2-120-5-37.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 49 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 11-4-0. (lb) - Max Horz B=-87(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-14 to 1-8-0, Exterior(2N) 1-8-0 to 5-8-0, Corner(3R) 5-8-0 to 8-8-0, Exterior(2N) 8-8-0 to 12-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss D1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-8tTazh7CUPOZTZ6zXSS_H4Y6wZW6nyQnvv5_izyAkG0 Scale = 1:14.6 T1 EV2 B1 ST2 A B C D 1.5x4 2x4 1.5x4 1.5x4 1.5x4 5-10-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 5-11-8 0-1-8 0-3-152-3-122-7-82-0-40-3-82-3-124.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.00 (loc) B-D B-D D B l/defl >999 >739 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 5-10-0 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)B=388/0-3-8 (min. 0-1-8), D=267/0-1-8 (min. 0-1-8) Max Horz B=82(LC 9) Max UpliftB=-94(LC 12), D=-40(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) Gable studs spaced at 2-0-0 oc. 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) D 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 at joint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss D2 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-8tTazh7CUPOZTZ6zXSS_H4Y6wZW6nyQnvv5_izyAkG0 Scale = 1:14.6 T1 EV2 B1A B C D 1.5x4 2x4 1.5x4 5-10-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 5-11-8 0-1-8 0-3-152-3-122-7-82-0-40-3-82-3-124.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.00 (loc) B-D B-D D B l/defl >999 >739 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 5-10-0 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)B=388/0-3-8 (min. 0-1-8), D=267/0-1-8 (min. 0-1-8) Max Horz B=82(LC 9) Max UpliftB=-94(LC 12), D=-40(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 5-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-c41zB18qFjWQ4jh94AzDqI5OkzvZWPfx8ZqYEPyAkG? Scale = 1:7.6 T1 EV2 B1 A B C D 6x8 2x4 1-2-0 1-2-0 -1-0-0 1-0-0 1-2-0 1-2-0 1-3-8 0-1-8 0-4-30-11-151-5-110-8-70-3-80-11-156.00 12 Plate Offsets (X,Y)-- [C:0-7-10,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 6 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 1-2-0 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)C=7/0-1-8 (min. 0-1-8), B=194/0-5-8 (min. 0-1-8) Max Horz B=32(LC 9) Max UpliftC=-3(LC 9), B=-80(LC 12) Max Grav C=19(LC 13), B=194(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss F1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-YS8jcjA4nKm7K0qYCb?hvjAcImOT_EcEbtJeIIyAkFz Scale: 3/16"=1' T1 T2 B1 W1 W2 W3 W4 W5W6 W7 T3 T4 B2B3B4 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 A B C D E F G H I L K J BA BB BC BD BE BF 5x8 5x6 5x8 3x10 6x8 5x8 6x8 3x10 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0-4-18-3-18-7-130-4-15.00 12 Plate Offsets (X,Y)-- [B:0-10-0,0-0-6], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-10-0,0-0-6], [J:0-4-0,Edge], [K:0-4-0,0-3-4], [L:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.81 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.60 0.17 0.15 (loc) J-K J-K H K l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2,W5: 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 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. 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=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=-149(LC 10) Max UpliftB=-338(LC 12), H=-338(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-3990/1171, C-BA=-3900/1182, C-D=-3614/1072, D-E=-2507/824, E-F=-2507/824, F-G=-3614/1072, G-BB=-3900/1182, H-BB=-3990/1171 BOT CHORD B-L=-1003/3675, L-BC=-732/2999, BC-BD=-732/2999, K-BD=-732/2999, K-BE=-730/2932, BE-BF=-730/2932, J-BF=-730/2932, H-J=-990/3572 WEBS E-K=-415/1467, F-K=-973/389, F-J=-109/675, G-J=-503/275, D-K=-973/389, D-L=-109/675, C-L=-503/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 2-8-15, Exterior(2N) 2-8-15 to 19-0-0, Corner(3R) 19-0-0 to 22-9-10, Exterior(2N) 22-9-10 to 39-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=338, H=338. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HIGHLAND CM FH 3C Truss F2 Truss Type Common Qty 5 Ply 1 KARTCHNER HIGHLAND CM FH 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Thu Dec 9 08:55:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7Tf2DXpy1ZQLIAhP0Gf2Avye4Vk-UrGT0PBLIx0rZK_wJ029_8Gyoa4xS99W3BolMAyAkFx Scale: 3/16"=1' T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 T3 T4 B2B3B4A B C D E F G H I L K J M N O P Q R S T 5x8 5x6 5x8 3x10 6x8 5x8 6x8 1.5x4 1.5x4 3x10 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0-4-18-3-18-7-130-4-15.00 12 Plate Offsets (X,Y)-- [B:0-10-0,0-0-6], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-10-0,0-0-6], [J:0-4-0,Edge], [K:0-4-0,0-3-4], [L:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.81 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.60 0.17 0.15 (loc) J-K J-K H K l/defl >999 >750 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 BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-9-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. 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=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=-149(LC 10) Max UpliftB=-338(LC 12), H=-338(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-3990/687, C-M=-3900/705, C-D=-3614/644, D-N=-2507/521, E-N=-2419/534, E-O=-2419/534, F-O=-2507/521, F-G=-3614/644, G-P=-3900/705, H-P=-3990/687 BOT CHORD B-L=-575/3675, L-Q=-429/2999, Q-R=-429/2999, K-R=-429/2999, K-S=-432/2932, S-T=-432/2932, J-T=-432/2932, H-J=-578/3572 WEBS E-K=-226/1467, F-K=-973/252, F-J=-31/675, G-J=-503/173, D-K=-973/252, D-L=-31/675, C-L=-503/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-8-15, Interior(1) 2-8-15 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=338, H=338. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard