The URL can be used to link to this page

Home My WebLink AboutTRUSS & JOIST LAYOUTS - 22-00260 - 7N Apartments - Bldg 1 - 4 PlexSh a r p T a i l - 4 p l e x BL D G C O D E I R C 2 0 1 5 WI N D S P E E D 1 1 5 M P H E X P C SN O W L O A D 3 5 P S F TC D E A D LO A D 7 P S F BC D E A D LO A D 7 P S F PI T C H 6 / 1 2 OV E R H A N G 2 4 " ( s p e c ) HE E L H G T . 2 x 4 HF 1 HF1 C0 1 C01 C0 3 C03 B 0 1K01HJ J0 1 J0 2 J 0 1 J 0 2 J0 3 J0 3 J0 3 J0 3 J0 3 J0 3 J0 3 J0 3 J0 3 J0 3 J0 3 B01K01HJJ01J02J01J02 J03 J03 J03 J03 J03 J03 J03 J03 J03 J03 J03 A 0 3 A 0 1 B 0 5 B 0 4 A 0 3 A 0 1 B05 B04 B03 B02 B 0 2 B 0 3 A0 2 ( 5 ) B0 6 ( 4 ) A0 2 ( 5 ) B0 6 ( 4 ) C02(2) C 0 2 ( 2 ) Job SHARP TAIL-4 PLEX Truss A01 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-qvJfW6a3IQq77Bo16qXgr5VRD328TPMV2Gph7cyPYm7 Scale = 1:56.7 T2 T2 B1 W3 W1 W5W4 W3W2 W5 W4 W2 T1 T1 B1B2B2 A B C D E F G H I N M L K J 5x6 4x8 5x6 4x4 5x6 3x4 5x8 2x4 5x6 3x4 2x4 4x4 5-2-12 5-2-12 8-0-0 2-9-4 16-0-0 8-0-0 24-0-0 8-0-0 26-9-4 2-9-4 27-0-0 0-2-12 32-0-0 5-0-0 -2-0-0 2-0-0 5-2-12 5-2-12 8-0-0 2-9-4 16-0-0 8-0-0 24-0-0 8-0-0 26-9-4 2-9-4 32-0-0 5-2-12 34-0-0 2-0-0 0- 4 - 3 8- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-8,Edge], [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [H:0-1-8,Edge], [K:0-3-0,0-3-0], [L:0-4-0,0-3-0], [M:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.36 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.04 0.05 (loc) M L-M J M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 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 3-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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.(lb/size) B=1410/0-5-8 (min. 0-1-8), J=2070/0-5-8 (min. 0-2-3) Max HorzB=-159(LC 9) Max UpliftB=-315(LC 8), J=-420(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2107/400, C-D=-1842/406, D-E=-1152/250, E-F=-1152/282, F-G=-399/127, G-H=-276/1053 BOT CHORD B-N=-406/1759, M-N=-407/1758, L-M=-375/1666, K-L=-23/365, J-K=-808/320, H-J=-858/332 WEBS D-M=0/276, E-L=-47/367, G-J=-1984/428, G-K=-310/1639, F-K=-1102/278, F-L=-90/588, D-L=-901/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=315, J=420. 6) 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 SHARP TAIL-4 PLEX Truss A02 Truss Type Common Qty 10 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-mIRPxobKq14rMUyPEFZ8wWamjskcxJsoVaIoCVyPYm5 Scale = 1:56.7 T2 T2 B1 W3 W2 W1 W5 W4 W5W4 W3W2 T1 T1 B1B2B2 A B C D E F G H I N M L K J 5x6 4x8 5x6 4x4 5x6 3x4 5x8 2x4 2x4 5x6 3x4 4x4 5-2-12 5-2-12 8-0-0 2-9-4 16-0-0 8-0-0 24-0-0 8-0-0 26-9-4 2-9-4 27-0-0 0-2-12 32-0-0 5-0-0 -2-0-0 2-0-0 5-2-12 5-2-12 8-0-0 2-9-4 16-0-0 8-0-0 24-0-0 8-0-0 26-9-4 2-9-4 32-0-0 5-2-12 34-0-0 2-0-0 0- 4 - 3 8- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-8,Edge], [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [H:0-1-8,Edge], [K:0-3-0,0-3-0], [L:0-4-0,0-3-0], [M:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.36 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.16 0.04 0.05 (loc) M L-M J M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 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 3-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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.(lb/size) B=1410/0-5-8 (min. 0-1-8), J=2070/0-5-8 (min. 0-2-3) Max HorzB=-159(LC 9) Max UpliftB=-315(LC 8), J=-420(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2107/400, C-D=-1842/406, D-E=-1152/250, E-F=-1152/282, F-G=-399/127, G-H=-276/1053 BOT CHORD B-N=-406/1759, M-N=-407/1758, L-M=-375/1666, K-L=-23/365, J-K=-808/320, H-J=-858/332 WEBS D-M=0/276, D-L=-901/328, E-L=-47/367, G-J=-1984/428, G-K=-310/1639, F-K=-1102/278, F-L=-90/588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=315, J=420. 6) 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 SHARP TAIL-4 PLEX Truss A03 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-EU?o88cybLCi_eXcny5NTj7x2G8Ygl5ykE2LkxyPYm4 Scale = 1:59.3 T2 T2 B1 W1 W2 W3 W2 W3 W5W4W5W4T1 T1 B1B2B2 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 A B C D E F G H I X W V U T S R Q P O N M L K J 5x6 8x12 MT20HS 5x6 3x4 5x6 5x8 3x4 5x6 3x4 3x4 5-1-12 5-1-12 8-0-0 2-10-4 16-0-0 8-0-0 24-0-0 8-0-0 26-10-4 2-10-4 27-0-0 0-1-12 32-0-0 5-0-0 -2-0-0 2-0-0 5-1-12 5-1-12 8-0-0 2-10-4 16-0-0 8-0-0 24-0-0 8-0-0 26-10-4 2-10-4 32-0-0 5-1-12 34-0-0 2-0-0 0- 4 - 3 8- 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [L:0-3-0,0-3-0], [P:0-4-0,0-3-0], [T:0-3-0,0-3-0], [Y:0-1-15,0-0-12], [AA:0-1-15,0-0-12], [AC:0-1-15,0-0-12], [AJ:0-1-15,0-0-12], [AL:0-1-15,0-0-12], [AN:0-1-15,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.12 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.01 0.00 (loc) B-X B-X J B-X l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 218 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 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 27-0-0. (lb) - Max HorzB=-159(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, V, X except T=-233(LC 8), P=-169(LC 8), L=-117(LC 9), J=-283(LC 9), K=-102(LC 20) Max Grav All reactions 250 lb or less at joint(s) V, Q, R, S, U, W, X, O, N, M, K except B=428(LC 19), T=572(LC 19), P=662(LC 1), L=285(LC 20), J=1235(LC 1), J=1235(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD F-G=-54/381, G-H=-277/1039 BOT CHORD K-L=-816/324, J-K=-816/324, H-J=-848/333 WEBS E-P=-683/130, F-L=-795/262, D-T=-560/220, G-J=-1059/292, G-L=-186/795 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 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 MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) The Fabrication Tolerance at joint E = 0% 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, V, X except (jt=lb) T=233, P=169, L=117, J=283, K=102. 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 SHARP TAIL-4 PLEX Truss B01 Truss Type Half Hip Girder Qty 2 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-f3gwnAfquGbHr6FBT5e45LlYxU6Qt9WOQCG0LGyPYm1 Scale = 1:48.5 T1 T2 W3 B1 W1 W2 W3 W2 W3 W2 W3 W4 T3 B2 A B C D E F G L K J I H M N O P Q R S T U V W X Y Z AA AB AC AD AE AF 4x4 2x4 4x6 4x4 7x10 3x4 3x4 5x8 2x4 3x4 4x4 6-0-0 6-0-0 11-1-5 5-1-5 16-4-6 5-3-1 21-7-7 5-3-1 27-0-0 5-4-9 -2-0-0 2-0-0 6-0-0 6-0-0 11-1-5 5-1-5 16-4-6 5-3-1 21-7-7 5-3-1 27-0-0 5-4-9 0- 4 - 3 3- 2 - 8 3- 4 - 3 3- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [E:0-4-0,0-3-0], [K:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.30 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.06 0.12 (loc) J-K J-K H J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) H=2334/Mechanical, B=2491/0-5-8 (min. 0-1-8) Max HorzB=154(LC 8) Max UpliftH=-764(LC 5), B=-751(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4561/1468, C-M=-3898/1315, M-N=-3900/1316, D-N=-3904/1317, D-O=-5515/1834, O-P=-5515/1834, P-Q=-5515/1834, E-Q=-5515/1834, E-R=-3562/1167, R-S=-3562/1167, F-S=-3562/1167, G-H=-349/173 BOT CHORD B-L=-1335/3971, L-W=-1834/5515, W-X=-1834/5515, K-X=-1834/5515, K-Y=-1766/5360, Y-Z=-1766/5360, Z-AA=-1766/5360, J-AA=-1766/5360, J-AB=-1766/5360, AB-AC=-1766/5360, I-AC=-1766/5360, I-AD=-1167/3562, AD-AE=-1167/3562, AE-AF=-1167/3562, H-AF=-1167/3562 WEBS C-L=-419/1461, D-L=-1924/624, D-K=0/315, E-J=0/342, E-I=-2043/681, F-I=-211/1080, F-H=-3963/1293 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=764, B=751. 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 SHARP TAIL-4 PLEX Truss B01 Truss Type Half Hip Girder Qty 2 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:44 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-f3gwnAfquGbHr6FBT5e45LlYxU6Qt9WOQCG0LGyPYm1 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 150 lb down and 112 lb up at 6-0-0, 117 lb down and 112 lb up at 8-0-12, 117 lb down and 112 lb up at 10-0-12, 117 lb down and 112 lb up at 12-0-12, 117 lb down and 112 lb up at 14-0-12, 117 lb down and 112 lb up at 16-0-12, 117 lb down and 112 lb up at 18-0-12, 117 lb down and 112 lb up at 20-0-12, 117 lb down and 112 lb up at 22-0-12, and 117 lb down and 112 lb up at 24-0-12, and 126 lb down and 112 lb up at 26-0-12 on top chord, and 466 lb down and 214 lb up at 6-0-0, 63 lb down at 8-0-12, 63 lb down at 10-0-12, 63 lb down at 12-0-12, 63 lb down at 14-0-12, 63 lb down at 16-0-12, 63 lb down at 18-0-12, 63 lb down at 20-0-12, 63 lb down at 22-0-12, and 63 lb down at 24-0-12, and 67 lb down at 26-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-G=-84, B-H=-14 Concentrated Loads (lb) Vert: C=-117(B) L=-466(B) M=-117(B) N=-117(B) O=-117(B) P=-117(B) Q=-117(B) R=-117(B) S=-117(B) T=-117(B) U=-117(B) V=-126(B) W=-26(B) X=-26(B) Y=-26(B) Z=-26(B) AA=-26(B) AB=-26(B) AC=-26(B) AD=-26(B) AE=-26(B) AF=-27(B) Job SHARP TAIL-4 PLEX Truss B02 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-7FEI_VfSfZj8SGqN0o9JdZIfTtPfcbCXfs0ZtiyPYm0 Scale = 1:48.5 T1 T2 W5 B1 W1 W2 W4 W4 W2 T3 B3B2 W3 A B C D E F G J I H 4x6 5x8 3x4 3x6 3x6 6x8 3x4 5x8 1.5x4 8-0-0 8-0-0 17-4-4 9-4-4 27-0-0 9-7-12 -2-0-0 2-0-0 4-0-0 4-0-0 8-0-0 4-0-0 14-2-4 6-2-4 20-6-4 6-4-0 27-0-0 6-5-12 0- 4 - 3 4- 2 - 8 4- 4 - 3 4- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [F:0-4-0,0-3-0], [I:0-4-0,0-3-0], [J:0-2-12,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.49 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.33 0.07 0.08 (loc) H-I H-I H I-J l/defl >999 >979 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 Stud/Std BRACING- TOP CHORD Sheathed or 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-1 oc bracing. WEBS 1 Row at midpt F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1296/Mechanical, B=1506/0-5-8 (min. 0-1-10) Max HorzB=196(LC 8) Max UpliftH=-307(LC 5), B=-254(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2354/420, C-D=-2085/402, D-E=-1816/382, E-F=-2013/437 BOT CHORD B-J=-429/1996, I-J=-534/2249, H-I=-412/1661 WEBS D-J=-47/476, E-J=-652/218, E-I=-376/154, F-I=-41/559, F-H=-1907/480 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) H=307, B=254. 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 SHARP TAIL-4 PLEX Truss B03 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-bSohBrg4Ptr_4PPZaWgYAmqpxHlsL4thuWl6P8yPYm? Scale = 1:48.5 T1 T2 W5 B1 W3 W1 W2 W4 W4 W2 T3 B3B2 A B C D E F G J I H 4x4 5x6 2x4 3x6 4x4 7x10 1.5x4 5x6 3x4 10-0-0 10-0-0 18-4-4 8-4-4 27-0-0 8-7-12 -2-0-0 2-0-0 8-0-0 8-0-0 10-0-0 2-0-0 15-6-4 5-6-4 21-2-4 5-8-0 27-0-0 5-9-12 0- 4 - 3 5- 2 - 8 5- 4 - 3 5- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-3-10,0-1-14], [E:0-3-0,0-3-4], [I:0-3-0,0-3-4], [J:0-4-12,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.49 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.06 0.10 (loc) B-J B-J H B-J l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 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 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1296/Mechanical, B=1506/0-5-8 (min. 0-1-10) Max HorzB=236(LC 8) Max UpliftH=-301(LC 5), B=-271(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2207/362, C-D=-1903/367, D-E=-1635/330, E-F=-1517/325 BOT CHORD B-J=-378/1830, I-J=-400/1753, H-I=-293/1215 WEBS C-J=-435/249, D-J=-132/647, E-J=-334/141, E-I=-473/152, F-I=-63/605, F-H=-1578/386 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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) H=301, B=271. 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 SHARP TAIL-4 PLEX Truss B04 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-3eM3PBhjABzriZ_m8DBni_Nvch5T4W4q6AVgxbyPYm_ Scale: 1/4"=1' T1 T2 T3 B1 W5 W3 W2 W2 W6 W4 B2 W1W1 A B C D E F G K J I H L M 4x4 4x6 3x6 5x8 3x4 1.5x4 3x10 2x4 7x10 3x4 8-0-0 8-0-0 12-0-0 4-0-0 20-0-0 8-0-0 27-0-0 7-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 12-0-0 4-0-0 16-0-0 4-0-0 20-0-0 4-0-0 27-0-0 7-0-0 0- 4 - 3 6- 2 - 8 6- 4 - 3 2- 1 0 - 3 6- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [G:Edge,0-2-4], [J:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.47 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.05 0.08 (loc) I-J I-J H B-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 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 3-1-11 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=1506/0-5-8 (min. 0-1-10), H=1296/Mechanical Max HorzB=201(LC 8) Max UpliftB=-296(LC 8), H=-182(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2228/345, C-D=-1692/299, D-E=-1428/287, E-F=-1134/218, F-G=-1390/183, G-H=-1254/203 BOT CHORD B-K=-376/1845, J-K=-376/1845, J-L=-223/1411, L-M=-223/1411, I-M=-223/1411 WEBS C-J=-604/237, D-J=-76/475, F-I=-8/267, G-I=-140/1130, E-I=-607/158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=296, H=182. 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 SHARP TAIL-4 PLEX Truss B05 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:48 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-XqwRcXiLxU5iJjZyixj0FBwA?5Rspxo_LqEDT1yPYlz Scale = 1:49.7 T2 T3 T4 B1 W5 W3 W2 W1 W2 W4 W7W6T1 B2 A B C D E F G K J I H 6x8 5x8 4x6 1.5x4 3x6 5x6 1.5x4 3x10 3x6 3x6 8-0-0 8-0-0 14-0-0 6-0-0 18-0-0 4-0-0 27-0-0 9-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 14-0-0 6-0-0 18-0-0 4-0-0 24-0-0 6-0-0 27-0-0 3-0-0 0- 4 - 3 7- 2 - 8 7- 4 - 3 2- 1 0 - 3 7- 2 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-2], [C:0-4-0,Edge], [D:0-4-0,0-1-15], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.46 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.25 0.05 0.08 (loc) H-I H-I H B-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 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 3-4-2 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=1506/0-5-8 (min. 0-1-10), H=1296/Mechanical Max HorzB=218(LC 8) Max UpliftB=-310(LC 8), H=-203(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2237/375, C-D=-1524/293, D-E=-1119/246, E-F=-1371/239 BOT CHORD B-K=-421/1856, J-K=-422/1853, I-J=-197/1239, H-I=-149/842 WEBS C-K=0/272, C-J=-745/272, D-J=-125/464, D-I=-380/122, F-I=-31/418, F-H=-1460/286 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=310, H=203. 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 SHARP TAIL-4 PLEX Truss B06 Truss Type Roof Special Qty 8 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:50 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-TD2B1DjbT6LQZ1jKpLlUKc?UXu7lHtpGp7jKXwyPYlx Scale = 1:50.6 T2 T3 B1 W1 W5W3 W2 W4 W3 W2 T1 B2 A B C D E F J I H G 7x10 4x8 3x6 5x8 1.5x4 1.5x4 5x6 3x6 3x4 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 27-0-0 3-0-0 -2-0-0 2-0-0 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 26-8-8 2-8-8 27-0-0 0-3-8 0- 4 - 3 8- 4 - 3 2- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [I:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.43 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.05 0.08 (loc) B-J B-J G B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 133 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 3-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-I, E-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1506/0-5-8 (min. 0-1-10), G=1296/Mechanical Max HorzB=237(LC 8) Max UpliftB=-320(LC 8), G=-220(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2256/406, C-D=-1362/270, D-E=-1359/294, E-F=-1027/187, F-G=-1293/219 BOT CHORD B-J=-471/1878, I-J=-472/1876, H-I=-168/934 WEBS D-I=-67/457, C-J=0/285, C-I=-934/339, F-H=-237/1280, E-H=-774/217, E-I=-99/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=320, G=220. 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 SHARP TAIL-4 PLEX Truss C01 Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:51 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-yPbaFZkDEPTHABIXN3GjtqYmqIYb0RXQ1nTt3MyPYlw Scale = 1:40.9 T1 T2 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B1 A B C D E F G H I J K L U T S R Q P O N M 4x4 3x4 3x4 5x6 23-0-0 23-0-0 -2-0-0 2-0-0 11-6-0 11-6-0 23-0-0 11-6-0 0- 4 - 3 6- 1 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [Q:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.07 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) A A L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 110 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 23-0-0. (lb) - Max HorzB=137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) L, B, R, S, T, U, P, O, N except M=-123(LC 9) Max Grav All reactions 250 lb or less at joint(s) L, Q, R, S, T, U, P, O, N except B=389(LC 1), M=349(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS K-M=-272/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 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) L, B, R, S, T, U, P, O, N except (jt=lb) M=123. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SHARP TAIL-4 PLEX Truss C02 Truss Type Common Qty 4 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-Qc9ySvlr?jb8oKsjxmnyP14wriqAloJZGRCRcoyPYlv Scale = 1:39.7 T1 T2 B1 W3 W2 W3 W1 W2 B1 A B C D E F I H G 4x6 4x4 4x4 1.5x4 3x4 3x4 5x8 1.5x4 5-9-0 5-9-0 11-6-0 5-9-0 17-3-0 5-9-0 23-0-0 5-9-0 -2-0-0 2-0-0 5-9-0 5-9-0 11-6-0 5-9-0 17-3-0 5-9-0 23-0-0 5-9-0 0- 4 - 3 6- 1 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-8,Edge], [F:0-1-8,Edge], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.37 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.05 0.04 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-5-4 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) F=1095/0-5-8 (min. 0-1-8), B=1307/0-5-8 (min. 0-1-8) Max HorzB=137(LC 8) Max UpliftF=-206(LC 9), B=-273(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1923/325, C-D=-1330/265, D-E=-1332/261, E-F=-1976/352 BOT CHORD B-I=-323/1608, H-I=-323/1608, G-H=-249/1665, F-G=-249/1665 WEBS E-H=-681/252, D-H=-96/643, C-H=-615/225 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=206, B=273. 6) 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 SHARP TAIL-4 PLEX Truss C03 Truss Type Common Girder Qty 2 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-M_Hitam6XKrs1e062BpQUS9A7WPDDcesjlhXghyPYlt Scale = 1:40.1 T1 T2 B1 W5 W4 W3 W2 W1 W5W4 W3W2 B1 A B C D E F G H M L K J I N O P Q R S T U V 6x8 6x12 MT20HS6x12 MT20HS 4x12 3x6 12x12 4x8 12x12 4x12 3x6 12x12 4x8 3-10-0 3-10-0 7-8-0 3-10-0 11-6-0 3-10-0 15-4-0 3-10-0 19-2-0 3-10-0 23-0-0 3-10-0 -2-0-0 2-0-0 3-10-0 3-10-0 7-8-0 3-10-0 11-6-0 3-10-0 15-4-0 3-10-0 19-2-0 3-10-0 23-0-0 3-10-0 0- 4 - 3 6- 1 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-4-7,Edge], [H:0-4-7,Edge], [J:0-3-8,0-6-0], [L:0-3-8,0-6-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.78 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.37 0.09 0.14 (loc) J-K J-K H K-L l/defl >999 >736 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 292 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 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) H=8454/0-5-8 (min. 0-4-8), B=6529/0-5-8 (min. 0-3-8) Max HorzB=139(LC 8) Max UpliftH=-1645(LC 9), B=-1547(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-13142/3072, C-D=-12460/2856, D-E=-9444/2027, E-F=-9445/2021, F-G=-12547/2534, G-H=-15046/2960 BOT CHORD B-M=-2801/11684, M-N=-2801/11684, L-N=-2801/11684, L-O=-2539/11102, O-P=-2539/11102, K-P=-2539/11102, K-Q=-2152/11181, Q-R=-2152/11181, J-R=-2152/11181, J-S=-2605/13414, S-T=-2605/13414, I-T=-2605/13414, I-U=-2605/13414, U-V=-2605/13414, H-V=-2605/13414 WEBS C-M=-182/394, C-L=-664/289, D-L=-1064/3659, D-K=-3792/1175, E-K=-1708/8039, G-I=-301/1901, G-J=-2487/503, F-J=-633/3770, F-K=-3901/765 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=1645, B=1547. 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) 2320 lb down and 778 lb up at 6-1-8, 1282 lb down and 321 lb up at 8-0-12, 1282 lb down and 315 lb up at 10-0-12, 1282 lb down and 196 lb up at 12-0-12, 1282 lb down and 217 lb up at 14-0-12, 1282 lb down and 234 lb up at 16-0-12, 1282 lb down and 234 lb up at 18-0-12, and 1282 lb down and 234 lb up at 20-0-12, and 1284 lb down and 232 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job SHARP TAIL-4 PLEX Truss C03 Truss Type Common Girder Qty 2 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:54 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-M_Hitam6XKrs1e062BpQUS9A7WPDDcesjlhXghyPYlt LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, E-H=-84, B-H=-14 Concentrated Loads (lb) Vert: N=-2320(F) O=-1282(F) P=-1282(F) Q=-1282(F) R=-1282(F) S=-1282(F) T=-1282(F) U=-1282(F) V=-1284(F) Job SHARP TAIL-4 PLEX Truss HF1 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-INPTIGoM3y5aHyAUAcsuatFeSJHQhgQ9B3AelZyPYlr Scale = 1:67.6 T1 T2 T3 W1 B1 ST5 ST4 ST3 ST2 ST1 ST6 ST7 ST8 ST8 ST8 B2 A B C D E F G H I J K LM W V U T S R Q P O N 3x4 3x4 7x10 3x4 5x6 20-11-5 20-11-5 9-11-5 9-11-5 14-5-5 4-6-0 20-11-5 6-6-0 6- 1 - 1 11 - 1 - 7 6- 1 - 1 13.42 12 Plate Offsets (X,Y)-- [F:Edge,0-3-0], [S:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.03 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - N l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt G-S, E-T MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 20-11-5. (lb) - Max HorzA=324(LC 8) Max Uplift All uplift 100 lb or less at joint(s) N, S, T, Q, P, O except A=-193(LC 6), U=-172(LC 8), V=-139(LC 8), W=-178(LC 8), R=-212(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, T, U, V, R, Q, P, O except A=299(LC 8), S=277(LC 18), W=253(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-423/317, B-C=-283/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) 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 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) N, S, T, Q, P, O except (jt=lb) A=193, U=172, V=139, W=178, R=212. 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 SHARP TAIL-4 PLEX Truss J01 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-mZzrVcp_qFDRu6lhjKN765nn6jcpQANIQjwCH0yPYlq Scale = 1:11.8 T1 B1 A B C D2x4 1-11-11 1-11-11 -2-0-0 2-0-0 1-11-11 1-11-11 0- 4 - 3 1- 4 - 0 0- 1 1 - 6 1- 4 - 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=-17/Mechanical, B=369/0-5-8 (min. 0-1-8), D=13/Mechanical Max HorzB=76(LC 8) Max UpliftC=-17(LC 1), B=-108(LC 8) Max GravC=20(LC 4), B=369(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C except (jt=lb) B=108. 6) 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 SHARP TAIL-4 PLEX Truss J02 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-ElWDjypcbZLHWFKtH1uMfIKx17x39ddSeNflpSyPYlp Scale = 1:16.7 T1 B1 A B C D2x4 3-11-11 3-11-11 -2-0-0 2-0-0 3-11-11 3-11-11 0- 4 - 3 2- 4 - 0 1- 1 1 - 6 2- 4 - 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=95/Mechanical, B=433/0-5-8 (min. 0-1-8), D=26/Mechanical Max HorzB=116(LC 8) Max UpliftC=-58(LC 8), B=-107(LC 8) Max GravC=95(LC 1), B=433(LC 1), D=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C except (jt=lb) B=107. 6) 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 SHARP TAIL-4 PLEX Truss J03 Truss Type Jack-Open Qty 22 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:44:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-jy4bwIqELtU88Pv3rkPbBWt5XXFEu4tbt1PIMuyPYlo Scale = 1:21.5 T1 B1 A B C D2x4 6-0-0 6-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 0- 4 - 3 3- 4 - 3 2- 1 1 - 8 3- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >723 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 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) C=201/Mechanical, B=511/0-5-8 (min. 0-1-8), D=40/Mechanical Max HorzB=157(LC 8) Max UpliftC=-110(LC 8), B=-112(LC 8) Max GravC=201(LC 1), B=511(LC 1), D=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) 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) C=110, B=112. 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 SHARP TAIL-4 PLEX Truss K01HJ Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Oct 26 23:45:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:cpYwhOQmpCsD0GMzuBwSZnyPlYu-B8ez7ers6Ac?lZUFPSwqkjPBHwasdVDl6h8suLyPYln Scale = 1:21.9 T1 B1 W3 W1 W2 A B C D E H G F I J 3x4 3x4 1.5x4 3x6 1.5x4 4-2-9 4-2-9 8-3-1 4-0-9 8-5-1 0-2-0 -2-9-15 2-9-15 4-2-9 4-2-9 8-3-1 4-0-9 8-5-1 0-2-0 0- 4 - 3 3- 3 - 1 4 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.32 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.01 0.03 (loc) G-H G-H G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. 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=727/0-7-6 (min. 0-1-8), G=460/Mechanical Max HorzB=176(LC 22) Max UpliftB=-319(LC 4), G=-204(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-641/221 BOT CHORD B-I=-281/507, H-I=-281/507, H-J=-281/507, G-J=-281/507 WEBS C-G=-545/302 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=319, G=204. 6) 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 37 lb up at 2-9-8, 24 lb down and 37 lb up at 2-9-8, and 85 lb down and 67 lb up at 5-7-7, and 85 lb down and 67 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, B-F=-14 Concentrated Loads (lb) Vert: I=45(F=23, B=23) J=-170(F=-85, B=-85) Pr o d u c t s Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y F a b T y p e BM 1 2 6 - 0 0 - 0 0 1 3 / 4 " x 9 1 / 2 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M F D Pt 1 1 0 - 0 0 - 0 0 6 x 6 D F N o . 1 1 2 M F D W a l l F r a m i n g Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y F a b T y p e Hd 1 6 - 0 0 - 0 0 2 x 1 0 D F N o . 2 2 2 0 M F D Hd 2 4 - 0 0 - 0 0 2 x 1 0 D F N o . 2 2 1 6 M F D Hd 3 6 - 0 0 - 0 0 2 x 4 D F N o . 2 1 2 M F D Hd 4 4 - 0 0 - 0 0 2 x 4 D F N o . 2 1 2 2 M F D 7/ 1 6 " 4 x 8 O S B 1 7 5 P a n e l Accessories Pl o t I D L e n g t h P r o d u c t Plies N e t Q t y F a b T y p e 5/ 8 " P l y w o o d o r O S B ( 1 9 / 3 2 " A P A R a t e d S h e a t h i n g 4 0 / 20 Exposure 1) 1 1 0 2 M F D Hd15-0x5-0 Hd15-0x5-0 Hd 2 3- 0 x 6 - 8 Hd 1 5- 0 x 5 - 0 Hd 2 3- 0 x 6 - 8 Hd 1 5- 0 x 5 - 0 Hd 1 5- 0 x 5 - 0 Hd 1 5- 0 x 5 - 0 H d 2 2 - 0 x 3 - 0 H d 2 2 - 0 x 3 - 0 Hd1 5-0x5-0 Hd 1 5- 0 x 5 - 0 Hd 2 3- 0 x 3 - 0 Hd 1 5- 0 x 5 - 0 Hd 1 5- 0 x 5 - 0 Hd 2 3- 0 x 3 - 0 Hd2 2-0x3-0Hd22-0x3-0 Hd 4 2- 8 x 6 - 8 Hd 4 2- 6 x 6 - 8 Hd 4 2- 8 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 8 x 6 - 8 Hd 4 3- 0 x 6 - 8 Hd 3 5- 0 x 6 - 8 D b l d o o r Hd 4 2- 8 x 6 - 8 H d 4 2 - 4 x 6 - 8 Hd42-8x6-8 Hd42-6x6-8 Hd42-8x6-8 Hd4 2-6x6-8Hd42-6x6-8Hd42-8x6-8 Hd4 2-6x6-8 Hd4 2-6x6-8Hd43-0x6-8 Hd3 5-0x6-8 Dbl doorHd4 2-8x6-8Hd4 2 - 4 x 6 - 8 BM 1 Address: 676 Carlow Rexburg, ID LBMDate: 10/19/2021 DESIGNER: Gary Hope E-MAIL: gary.hope@bldr.com PHONE: 208-656-9584City, St.: Rexburg ID Job Name: Joe Allen 4 Plex Job Number: XXXBuilder: Sharptail Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Pl i e s N e t Q t y F a b T y p e FJ 1 3 2 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 2 8 M F D FJ 2 2 0 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 2 4 M F D FJ 3 1 4 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 2 4 M F D BM 1 2 6 - 0 0 - 0 0 1 3 / 4 " x 9 1 / 2 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M F D BM 2 1 6 - 0 0 - 0 0 1 3 / 4 " x 1 4 " 2 . 0 E M i c r o l l a m ® L V L 2 4 M F D Ca 1 1 6 - 0 0 - 0 0 1 1 / 4 " x 1 1 7 / 8 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 13 F F Bk 1 6 - 0 0 - 0 0 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M F D Bk 2 1 6 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 1 M F D Pt 1 1 0 - 0 0 - 0 0 6 x 6 D F N o . 1 1 2 M F D W a l l F r a m i n g Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y F a b T y p e Hd 1 6 - 0 0 - 0 0 2 x 1 0 D F N o . 2 2 2 0 M F D Hd 2 4 - 0 0 - 0 0 2 x 1 0 D F N o . 2 2 3 4 M F D Hd 3 6 - 0 0 - 0 0 2 x 4 D F N o . 2 1 2 M F D Hd 4 4 - 0 0 - 0 0 2 x 4 D F N o . 2 1 1 4 M F D 7/ 1 6 " 4 x 8 O S B 1 7 9 P a n e l Ac c e s s o r i e s Pl o t I D L e n g t h P r o d u c t Plies N e t Q t y F a b T y p e W e b S t i f f e n e r s ( 1 1 7 / 8 " T J I ® 2 1 0 ) 1 2 O t h e r 3/ 4 " P l y w o o d o r O S B ( 2 3 / 3 2 " A P A R a t e d S h e a t h i n g 4 8 / 24 Exposure 1) 1 7 8 M F D Co n n e c t o r S u m m a r y Qt y M a n u f P r o d u c t F l a n g e B a c k e r B l o c k s W e b S t i f f S k e w S l o p e S u p p o r t i n g M t l S u p p o r t e d M t l 46 S i m p s o n I U S 2 . 0 6 / 1 1 . 8 8 N o n e N o N o - - S C L 1 1 7 / 8 " T J I ® 2 1 0 Hd15-0x5-0 Hd15-0x5-0 Hd 2 3- 0 x 6 - 8 Hd 1 5- 0 x 5 - 0 Hd 2 3- 0 x 6 - 8 Hd 1 5- 0 x 5 - 0 Hd 1 5- 0 x 5 - 0 Hd 1 5- 0 x 5 - 0 H d 2 2 - 0 x 3 - 0 H d 2 2 - 0 x 3 - 0 Hd1 5-0x5-0 Hd 1 5- 0 x 5 - 0 Hd 2 3- 0 x 3 - 0 Hd 1 5- 0 x 5 - 0 Hd 1 5- 0 x 5 - 0 Hd 2 3- 0 x 3 - 0 Hd2 2-0x3-0 Hd2 2-0x3-0 H d 4 2 - 8 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 6 x 6 - 8 H d 4 2 - 4 x 6 - 8 Hd 3 5- 0 x 6 - 8 D b l d o o r Hd 4 2- 8 x 6 - 8 Hd4 2-6x6-8Hd42-6x6-8Hd42-8x6-8 Hd4 2-6x6-8 Hd4 2-6x6-8 H d 4 2-4x6-8 Hd35-0x6-8 Dbl door Hd42-8x6-8 Hd 2 3- 0 x 6 - 8 Hd 2 3- 0 x 6 - 8 Hd 2 2- 8 x 6 - 8 Hd 2 2- 6 x 6 - 8 Hd 2 2- 8 x 6 - 8 Hd22-8x6-8 Hd22-6x6-8 Hd22-8x6-8Hd23-0x6-8 BM 1 BM 2 BM 2 C a 1 Ca1 Ca 1 Ca 1 Bk 1 B k 1 B k 1 IU S 2 . 0 6 / 1 1 . 8 8 IU S 2 . 0 6 / 1 1 . 8 8 IU S 2 . 0 6 / 1 1 . 8 8 IU S 2 . 0 6 / 1 1 . 8 8 F J 1 F J 1 F J 2 F J 3 Bk 2 B k 2 B k 2 B k 1 B k 2 Address: 676 Carlow Rexburg, ID LBMDate: 10/19/2021 DESIGNER: Gary Hope E-MAIL: gary.hope@bldr.com PHONE: 208-656-9584City, St.: Rexburg ID Job Name: Joe Allen 4 Plex Job Number: XXXBuilder: Sharptail Pr o d u c t s Pl o t I D L e n g t h P r o d u c t Plies N e t Q t y F a b T y p e FJ 1 3 2 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 3 4 M F D FJ 2 2 8 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 1 8 M F D Ca 1 1 6 - 0 0 - 0 0 1 1 / 4 " x 1 1 7 / 8 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 14 F F Bk 1 1 3 - 0 0 - 0 0 1 3 / 4 " x 1 1 7 / 8 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M F D Bk 2 5 8 - 0 0 - 0 0 1 1 7 / 8 " T J I ® 2 1 0 1 1 M F D Accessories Pl o t I D L e n g t h P r o d u c t Plies N e t Q t y F a b T y p e 3/ 4 " P l y w o o d o r O S B ( 2 3 / 3 2 " A P A R a t e d S h e a t h i n g 4 8 / 24 Exposure 1) 1 7 3 M F D LE V E L A N D F L O O R C O N T A I N E R N O T E S Cu r r e n t D a t e : 10 / 1 9 / 2 0 2 1 Fi l e N a m e : dc - S h a r p t a i l - J o e A l l e n 4 P l e x . m m d l Le v e l N a m e : Ba s e m e n t Bu i l d i n g C o d e - D e s i g n M e t h o d o l o g y : IR C 2 0 1 5 Fl o o r C o n t a i n e r : FC 1 Fl o o r A r e a L o a d i n g i s : 40 L i v e L o a d & 1 2 D e a d L o a d Ma x i m u m A l l o w e d D e f l e c t i o n L/ 4 8 0 L i v e L o a d & L / 2 4 0 T o t a l L o a d C a 1 Ca1 C a 1 C a 1 Ca 1 Ca1 Ca 1 Ca 1 Bk 1 Bk1 Bk1 Bk1 Bk 1 Bk 1 Bk 1 B k 1 Bk 1 Bk 2 Bk 2 F J 1 F J 1 F J 2 Bk2 B k 2 Bk2 Bk2 Bk2 Bk 2 B k 2 Bk 2 Bk 2 Bk 1 B k 2 Address: 676 Carlow Rexburg, ID LBMDate: 10/19/2021 DESIGNER: Gary Hope E-MAIL: gary.hope@bldr.com PHONE: 208-656-9584City, St.: Rexburg ID Job Name: Joe Allen 4 Plex Job Number: XXXBuilder: Sharptail