The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 18-00169 - 320 Baldwin Dr - SFR19-oo16q -- - -- --------- ---- - 00-ZO-9Z 00-00-7 00-01-01 0 0 00 0 N OP co wo �2w ' ood o' Q0o-' Z�� =LL i��C�' of of C9wC7�� W Q co o=z~¢ 9zsn w o p of u) 'Z=mo 12 00 Cl) pao�w F co w Q iw�0C7= � UO 9zsnH U Q IY LL Y o 9zSnH 9zsnH 0 0 00 0 N 7118-033790T Al Common Supported Gable , 1 8 110 s Oct 20 2017 MiTek Industries Inc. Thu -Mar - 1 -0 0 ID:8YbGXoVBZyRXHw1 H9UUy2kyWATD-3WBfbgLHE3SIZPTOux8XB5A9mj 1-0%� _ _ 13-1-0 __...-- 26-2-0 4x5 = H _ 7-2-0 1-6-01 Scale = 1:45.2 LUMBER- TOPNG- CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CIHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD OTHERS 2x4 DF Stud/Std Q P PLATES GRIP MT20 220/195 3x4 = Weight: 132 Ib FT = 20% Sheathed or 6-0-0 oc purlins. 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 REACTIONS. All bearings 26-2-0. Installation guide. (lb) - Max Horz B=125(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) B, W, X, Y, Z, AA, U, S, R, Q, P, N Max Grav All reactions 250 Ib or less at joint(s) B, V, W, X, Y, Z, U, S, R, Q, N except AA=280(LC 19), P=280(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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 perANSI/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 Ib uplift at joint(s) B, W, X, Y, Z, AA, U, S R, Q, P, N. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ` A VV V U T S R 3x4 = 26-2-0 26--0 2 LOADING (psf) TCLL 35.0 SPACING- Plate Grip DOL 2-0-0 1.15 CSI. DEFL. in (loc) I/defl L/d TCDL 7.0 Lumber DOL 1.15 TC 0.08 BC 0.03 Vert(LL) 0.00 N n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Vert(TL) Horz(TL) 0.00 0.00 O N n/r 120 BCDL 7.0- 1 - Code IRC2012/TP12007 Matrix -SH n/a n/a LUMBER- TOPNG- CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CIHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD OTHERS 2x4 DF Stud/Std Q P PLATES GRIP MT20 220/195 3x4 = Weight: 132 Ib FT = 20% Sheathed or 6-0-0 oc purlins. 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 REACTIONS. All bearings 26-2-0. Installation guide. (lb) - Max Horz B=125(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) B, W, X, Y, Z, AA, U, S, R, Q, P, N Max Grav All reactions 250 Ib or less at joint(s) B, V, W, X, Y, Z, U, S, R, Q, N except AA=280(LC 19), P=280(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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 perANSI/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 Ib uplift at joint(s) B, W, X, Y, Z, AA, U, S R, Q, P, N. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard o russ russ ype tY Y KARTCHNER HOMES / FSSBS HARTFORD 18-033790T A2 Common 9 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 Job Reference o tional 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu Mar 22 15:41:24 2018 Page 1 -1-0-0, 6-0-8 ID:8YbGXoVBZYRXHw1H9UUy2kyWATD-YiklpOLv?NabAY2aSffmkliDZ7tdKDmn?o7PAxzYK7i 13-1-0 0-0_0 6-6 827-2- 6-6-8 Scale = 1:45.2 4x5 = " - 5x6 = 3x6 = 8-8-11 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 DEFL. in (loc) I/deft L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.44 BCLL 0.0 * Vert(LL) -0.22 Vert(TL) -0.34 H-1 >999 360 MT20 220/195 H-1 >916 240 Rep Stress Incr YES WB 0.17 BCDL 7.0 Code IRC2012/TP12007 Matrix Horz(TL) 0.07 F n/a n/a -SH Wind(LL) 0.07 B-1 >999 240 Weight: 109 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr TROP NG- CIHORD Sheathed or 4-0-3 oc purlins. or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2: 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) B=1368/0-5-8 (min. 0-1-8), F=1368/0-5-8 (min. 0-1-8) Installation guide. Max Horz B=-125(LC 9) Max UpliftB=-272(LC 8), F=-272(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2242/411, C -D=-1931/400, D -E=-1931/400, E -F=-2242/411 BOT CHORD B -I=-399/1894, 1-J=-146/1239, J -K=-146/1239, H -K=-146/1239, F -H=-275/1894 WEBS D -H=-181/689, E -H=-532/268, D -I=-181/689, C -I=-532/268 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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.Opsf 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.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=272, F=272. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard M )4 O 18-033790T IA3 Roof Special 1-0-0 - - -"""'' wueKmcusmmesmc. Thu Mar 2215:41:252018 F 1- _- ID:8YbGXoVBZRXHTD-OuIPOMMXmh A?HWFOJWCO3gzxDSsyiC - 6-6-8 13-1-0 6-0-8 -f-...._ _ 19 6-0 - _.. f-...-. _...._ . 25-11-0 6-5-0 6-5--0-- - _- .- 4x5 = Scale =1:43.6 8-7-1 5x6 = 5x8 = 4x5 _ 17-3-5 25-11-0 8-7-11 8-7-11 LOADING (psf) SPACING- TCLL 35.0 2-0-0 Plate Grip DOL 1.15 CSI. TC 0.52 DEFL. in (loc) I/defl L/d TCDL 7.0 * Lumber DOL 1.15 BC 0.47 Vert(LL) Vert(TL) -0.21 -0.32 G -H G >999 >961 360 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.07 -H F n/a 240 n/a Code IRC2012ITP12007 Matrix -SH Wind(LL) 0.08 F -G >999 240 LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E *Except* W4,W3: 2x4 DF Stud/Std REACTIONS. (Ib/size) F=1253/Mechanical, B=1367/0-5-8 (min. 0-1-8) Max Horz B=133(LC 12) Max UpliftF=-235(LC 9), B=-272(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2239/410, C -D=-1938/404, D -E=-1913/399, E -F=-2225/410 BOT CHORD B -H=-407/1891, H -I=-154/1237, I -J=-154/1237, G -J=-154/1237, F -G=-289/1874 WEBS C -H=-530/268, D -H=-186/696, D -G=-182/686, E -G=-528/267 PLATES GRIP MT20 220/195 Weight: 107 Ib FT = 20% Sheathed or 3-11-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. Kek recommends that Stabilizers and required cross bracing nstalled during truss erection, in accordance with Stabilizer llation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; 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.Opsf 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.Opsf. 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 Ib uplift at joint(s) except Qt=1b) F=235, B=272. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 16 O • truss type 18-033790T jA4 Common Supported Gable.1 BMC WEST (IDAHO FALLS)IHO FALLS, ID 83402 -- - __...... ..........._ 1-0-0 ID:8YbGXoVBZyRXHw1 H9UU 13-1-0 1-}- 13-1-0 1.0-0 ------- i- - 4x5 = m BB 3x4 G 6.00;12 F E i D � T C _ Z Y X W V U 25-11-0 25-11-0 - 12- - -10-0- Scale =1:45.2 IJ K g L T _ M T S R 3x4 = 0 Q P Q 3x4 Z5-11-0 - - -- ----- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 A n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) 0.00 A n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 N n/a n/a BCDL 7.0 Code IRC2012/TPI2007 Matrix -SH ------- ------------__-_-__- _- - Weight: 130 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 25-11-0. Installation guide. (lb) - Max Horz B=133(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s) B, V, W, X, Y, Z, T, R, Q. P except 0=-111(LC 9) Max Grav All reactions 250 Ib or less at joint(s) N, B, U, V, W, X, Y, T, R, Q, P except Z=268(LC 19), 0=298(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; 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.Opsf 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 Ib uplift at joint(s) B, V, W, X, Y, Z, T, R, Q, P except Qt=lb) 0=111. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-033790T 161 '7F 0 10-4-0 45 = G HNER HOMES / FS8B8 HARTFORD - .ference (optional)_ Oct 20 2017 MiTek Industries, Inc. Thu Mar 22 15:41:28 2018 Page 1 yWATD-QT_YeNOQ3c41 fALLhUkiu8tl ikL3G3oN WQScJjzYK7r 20-8-0 21-8-0 10-4-0 - - as_n Scale = 1:36.3 :3x4 = R 5x6 = 3x4 = io LOADING (psf) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC 0.06 DEFL, in (loc) I/deft Ud PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(LL) -0.00 Vert(TL) -0.00 M n/r 120 M n/r 120 MT20 220/195 BCLL 0.0 BCDL 7.0 Rep Stress Incr YES Code IRC2012/TPI2007 WB 0.04 Horz(TL) 0.00 L n/a n/a Matrix -SH Weight: 84 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BRACING - BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. OTHERS 2x4 DF Stud/Std 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 REACTIONS. All bearings 20-8-0. Installation guide. (lb) - Max Horz B=-67(LC 13) Max Uplift All uplift 100 Ib or less atjoint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 Ib or less at joint(s) B, R, S, T, U, V, Q, P, O, L, N FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; 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.Opsf 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 Ib uplift at joint(s) B, S, T, U, V, Q, P, O, L, N. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-033790T IB2 I Common T ID:8YbGXoVBZyRXHw1 Scale = 1:36.3 45 = 13-9-5 5x6 = 3x6 = �o LOADING (psf) TCLL 35.0 TCDL 7,0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012f rPI2007 CSI. TC 0.30 BC 0.36 WB 0.24 Matrix -SH DEFL. in Vert(LL) -0.11 Vert(TL) -0.21 Horz(TL) 0.06 Wind(LL) 0.06 (loc) I/deft L/d H-1 >999 360 H-1 >999 240 F n/a n/a H-1 >999 240 PLATES GRIP MT20 220/195 Weight: 80 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 4-4-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly WEBS 2x4 DF Stud/Std applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) B=1097/0-5-8 (min. 0-1-8), F=1097/0-5-8 (min. 0-1-8) Installation guide. Max Horz B=-67(LC 9) Max UpliftB=-265(LC 4), F=-265(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2184/444, C -D=-1885/380, D -E=-1885/380, E -F=-2184/444 BOT CHORD B-1=413/1972, H -I=-211/1373, F -H=-362/1972 WEBS D -H=-112/545, E -H=-411/193, D -I=-112/545, C -I=-411/193 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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.Opsf 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 Ib uplift at joint(s) except Qt=1b) B=265, F=265. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-033790T T Girder 45 = Scale = 1:36.3 12x12 = 6x8 = 20-8-0 `o LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2012/TPI2007 CSI. TC 0.31 BC 0.56 WB 0.41 Matrix -SH DEFL. in Vert(LL) -0.14 Vert(TL) -0.22 Horz(TL) 0.01 Wind(LL) 0.08 (loc) I/defl L/d F -H >999 360 F -H >999 240 F n/a n/a F -H >999 240 PLATES GRIP MT20 174/154 Weight: 436 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BRACING - BOT CHORD 1-1/2" x 11-7/8" VERSA -LAM® 2.0 2800 DF TOP CHORD Sheathed or 6-0-0 oc purlins. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=1985/0-5-8 (min.0-1-8), F=10710/0-5-8 (min. 0-3-3) Max Horz B=-67(LC 13) Max UpliftB=-484(LC 4), F=-2621 (LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-5979/1424, C -D=-5181/1154, D -E=-5189/1155, E -F=-6252/1496 BOT CHORD B -H=-1352/5631, H -I=-1373/5950, F -I=-1373/5950 WEBS D -H=-588/2792, E -H=-1166/437, C -H=-836/356 NOTES - 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 3 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 1 1/2 x 117/8 - 6 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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 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.Opsf 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 Ib uplift at joint(s) except (jt=lb) B=484, F=2621. 9) This truss is designed in accordance with the 2012 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) 10500 Ib down and 2572 Ib up at 18-8-12 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 -D=-84, D -G=-84, B -F=-14 Concentrated Loads (lb) Vert: I= -10500(F) 18-033790T IB4 (Common -1-0-0 4x5 = 3x6 = 1.5x4 II 5x8 = 3x8 5-2-0 10-4-0 eon I 18-6-0 Scale = 1:33.1 LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TP12007 CSI. TC 0.39 BC 0.32 WB 0.49 Matrix -SH DEFL. in Vert(LL) -0.10 Vert(TL) -0.22 Horz(TL) 0.04 Wind(LL) 0.04 (loc) I/deft L/d G -H >999 360 G -H >984 240 G n/a n/a H-1 >999 240 PLATES GRIP MT20 220/195 Weight: 80 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 4-7-6 oc BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD purlins, except end verticals. Rigid ceiling directly WEBS 2x4 DF Stud/Std applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) B=999/0-5-8 (min. 0-1-8), G=884/0-1-8 (min. 0-1-8) Installation uide. Max Horz B=92(LC 8) Max UpliftB=-250(LC 4), G=-177(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1923/387, C -D=-1263/243, D -E=-1240/253 BOT CHORD B -I=-390/1728, H -I=-390/1728, G -H=-250/1204 WEBS C -H=-684/233, D -H=-36/376, E -G=-1271/294 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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.Opsf 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) Bearing at joint(s) G considers parallel to grain value using ANSITTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) B=250, G=177, 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-033790T C1— Common Structural Gable (1 n d ye„yrtornmxt F --- 4-1-8 — —--- I— -- 12-4 8 _�--16-60 4-1-8..— -- I 4-1-8 4_1_g 5x8 = 20 = 12x12 = 3x4 - 2x4 11 3x4 = 2x4 II 1 H G F 2x4 ; 7x10 = �o Scale =1:40.9 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS 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. REACTIONS. All bearings 6-7-8 except Qt=length) A=0-5-8. (lb) - Max Horz A=-146(LC 23) Max Uplift All uplift 100 Ib or less atjoint(s) F except A=-648(LC 8), E=-137(LC 19), H=-266(LC 9), 1=-587(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) E, F except A=3334(LC 1), H=1123(LC 1), 1=3142(LC 1), 1=3142(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3459/670, B -C=-3323/714, C -D=-64/402, D -E=-180/275 BOT CHORD A -W=-587/2784, W -X=-587/2784, J -X=-587/2784, J -Y=-184/885, Y -Z=-184/885, 1-Z=-184/885, H -I=-184/885 WEBS C -H=-2610/535, D -H=-335/196, C -J=-865/4071, B -J=-291/195 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf 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 Ib uplift at joint(s) F except Qt=1b) A=648, E=137, H=266, 1=587. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Use Simpson Strong -Tie LUS26 (4-SD9212 Girder, 4-SD9212 Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 9-6-12 to connect truss(es) A3 (1 ply 2x4 DF -N or DF) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. WML"3115($0g[Idard 576-0 - 10-2-0 1 1-0-Q 16-6-0 Plate Offsets (X Y)- 5 6-0 jC:0-2-0 0-0-01 fG.0-5-0 0-4-81 __ — 4-8-0 - _10 5-6_0 -. - - - LOADING (psf) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC 0.33 DEFL. in (loc) I/defl Ud I PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(LL) Vert(TL) -0.09 A -J -0.14 A -J >999 >859 360 240 MT20 220/195 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.01 H n/a n/a BCDL 7.0 Code IRC20121TP12007 Matrix -SH Wind(LL) 0.04 A -J >999 240 Weight: 226 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS 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. REACTIONS. All bearings 6-7-8 except Qt=length) A=0-5-8. (lb) - Max Horz A=-146(LC 23) Max Uplift All uplift 100 Ib or less atjoint(s) F except A=-648(LC 8), E=-137(LC 19), H=-266(LC 9), 1=-587(LC 8) Max Grav All reactions 250 Ib or less atjoint(s) E, F except A=3334(LC 1), H=1123(LC 1), 1=3142(LC 1), 1=3142(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3459/670, B -C=-3323/714, C -D=-64/402, D -E=-180/275 BOT CHORD A -W=-587/2784, W -X=-587/2784, J -X=-587/2784, J -Y=-184/885, Y -Z=-184/885, 1-Z=-184/885, H -I=-184/885 WEBS C -H=-2610/535, D -H=-335/196, C -J=-865/4071, B -J=-291/195 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf 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 Ib uplift at joint(s) F except Qt=1b) A=648, E=137, H=266, 1=587. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Use Simpson Strong -Tie LUS26 (4-SD9212 Girder, 4-SD9212 Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 9-6-12 to connect truss(es) A3 (1 ply 2x4 DF -N or DF) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. WML"3115($0g[Idard IV s Axa �V Za_I i mi i eK inausmes, Inc. I nu Mar 22 15:41:33 2018 Page 2 ID:8YbGXoVBZyRXHw1 H9UUy2kyWATD-nRnRi5SYt8iKmxEJU2JubCapBlvGx6g63hoN_wzYK7m 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 (Ib) Vert: J= -1239(B) W=-1239(8) X= -1239(B) Y=-1239(6) Z=-1239(6) rusS cuss ype ty KARTCHNER HOMES / FS8B8 HARTFORD r1100337901 C1 Common Structural Gable 1 2 Job Reference tional BMC WEST (IDAHO FALLSI. IDAHO FAI I s in nsam o _ IV s Axa �V Za_I i mi i eK inausmes, Inc. I nu Mar 22 15:41:33 2018 Page 2 ID:8YbGXoVBZyRXHw1 H9UUy2kyWATD-nRnRi5SYt8iKmxEJU2JubCapBlvGx6g63hoN_wzYK7m 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 (Ib) Vert: J= -1239(B) W=-1239(8) X= -1239(B) Y=-1239(6) Z=-1239(6) 18-033790TI D1 I Common Supported Gable 1-0-0 5-2-0 5-2-0 ..... ... l Job...Refe r 8.110 sod ID:8YbGXoVBZyRXHw1 H9UUy2kyWATD - --- — — ....-- -- 10-4-0 5-2-0 4x5 = Industries, Inc. 2?FOhbSMM 3x8 11 JX4 — 3x8 11 10-4-0 Scale = 1:25.5 ria[e v[rse[s tx Y)-- IB•0-0-0,0-0-121 (B:0-1-15 Edgel IH Edge 0-0-121 M 0 1 15 Edgel LOADING (psf) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 TC BC 0.07 0.04 Vert(LL) Vert(TL) -0.00 1 -0.00 1 n/r 120 MT20 220/195 BCLL 0.0 * BCDL Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 H n/r n/a 120 n/a 7.0 Code IRC2012/TP12007 Matrix -SH Weight: 48 Ib FT = 20% TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800F 1.6E TOP BRACING - BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std REACTIONS. All bearings 10-4-0. (lb) - Max Horz B=-109(LC 6) Max Uplift All uplift 100 Ib or less atjoint(s) B, H, M, N, K, J Max Grav All reactions 250 Ib or less atjoint(s) B, H, L, M, N, K, J FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Sheathed or 6-0-0 oc purlins. 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. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; 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.Opsf 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 Ib uplift at joint(s) B, H, M, N, K, J. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-033790T k -1-0-0 ID:8YbGXoVB2yRXHw1 4x5 = 11-4-0 10-4-0 4x8 M IL O Scale: 1/2"=1' Plate Offsets (X,Y- B:0-0-12 0-1-3[B:0-1-9,0-5-131, 8:0-3-8 Ede [D:0-0-12,0- D:0-1-9 0-5-13 D:0-3-8 Ed e S 0 LOADING (psf) TCLL 35.0 SPACING- 2-0-0 Plate Grip DOL 1.15 CSI. TC DEFL. in (loc) I/defl L/d PLATES GRIP TCDL 7.0 Lumber DOL 1.15 BC 0.27 0.16 Vert(LL) Vert(TL) -0.02 B -F B >999 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.04 0.01 -F D >999 240 BCDL 7.0 L"R,10=0 Code IRC2012/TP12007 Matrix -SH Wind(LL) 0.02 B -F n/a >999 n/a 240 Weight: 40 Ib FT = 20% TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CING- HORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=594/0-5-8 (min. 0-1-8), D=594/0-5-8 (min. 0-1-8) Max Horz B=-109(LC 6) Max UpliftB=-121(LC 8), D=-121 (LG 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-570/107, C -D=-570/106 BOT CHORD B -F=-25/357, D -F=-25/357 Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. [MiTekStabilizers and required cross bracingerection, in accordance with Stabilizer NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IR02012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; 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.Opsf 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 Ib uplift at joint(s) except (jt=1b) B=121, D=121. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard