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Home My WebLink AboutTRUSS SPECS - 18-00295 - 773 S 2275 W - New SFR41 -UV -VU 10-10-00 4-00-00 26-02-00 -nZ -0 - D Cl) y --loc 0n o ;U-DmooFno 1 � Cl = m rn c oM co G) X7'17 mcmmD I -4 —I = O Q��pr�7 D p G) HUS26 D rn . r A --- �. HUS26 W ro � C > (nm o � - - - - Loo. D � HUS26 I �. 14-10-00 26-02-00 41-00-00 CA cn 0 0 Job_._....... __._ _._._ ..Truss ......_- _-.. _-_.-Truss.Type ._..-_ .._ .....- __-.-. ......Qty -.. .,,.ply._....-IKARTCHNERHOMES%-F§1589HARTFORD -. _.-. 18-056697T Al GABLE - BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 _-- _ - -- - ID:T HSFdS' _ _ __Job Reference (optional) - - -- - P.... 8.110 s Oct 20 2017 mfek I -a-- tnes, Inc. Mon May 21 09.09:26 2016- Pagel -1-0-0 q 131 y8EJZcXUkLG6zEJGl-fdouJO9ov2QAsseKAdC1Oeh9X7Gtdknvf49gkizEJ9N 13-1-0 26-2-0 _ _ _. 13-1._0 ---- - - -. - - _ 2i_ 13-1-0 1-0 0 4x5 -=- H Scale = 1:45.2 3x4 - Z Y X W V IJ T S RQ P 3x4 =_ 5x6 --- M C, O -- -- — - --- --- - — 26-2-0 26-2-0 -------------- ----------------------, Plate Offsets (X Y)- [U:0-3-010-3-0] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 DEFL. in (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1.15 TC 0.08 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(LL) 0.00 Vert(CT) 0.00 N n/r 120 MT20 220/195 O BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 n/r 120 N n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Weight: 132 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 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 I MiTek recommends that Stabilizers andrequired 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 12) Max Uplift All uplift 100 lb or less atjoint(s) B, V, W, X, Y, Z, T, S, R, Q, N, P Max Grav All reactions 250 Ib or less atjoint(s) B, U, V, W, X, Y, T, S, R, Q, N except Z=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) Vasd=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) 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, S, R, Q, N, P. 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 18-056697T HA2 -1-0-0 6$$ ._. _. __,.,.,.._,.�..,...�. omuuxscocaufuenpozi 13-1-0 19-7-8 26-2-0 27-2- 1-0-0 6-6-8 6-6-8 6-6-8 6-6-8 1-0-0 Scale = 1:45.2 45 = V V 3x4 = 3x6 = 3x4 = 3x6 = Cl) )4 O LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except' W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=1368/0-5-8 (min. 0-1-8),F=1368/0-5-8 (min. 0-1-8) Max Horz B=125(LC 12) 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 -J=-399/1894, J -K=-146/1239, I -K=-146/1239, I -L=-146/1239, H -L=-146/1239, F -H=-275/1894 WEBS D -H=-181/689, E -H=-532/268, D -J=-181/689, C -J=-532/268 Sheathed or 4-0-3 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) Vasd=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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITTPI 1. LOAD CASE(S) Standard 8-8-11 17-5-5 26-2-0 8-8-11 8-8-11 8-8-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.22 H -J >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.30 H -J >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.06 F n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.07 B -J >999 240 Weight: 109 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except' W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=1368/0-5-8 (min. 0-1-8),F=1368/0-5-8 (min. 0-1-8) Max Horz B=125(LC 12) 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 -J=-399/1894, J -K=-146/1239, I -K=-146/1239, I -L=-146/1239, H -L=-146/1239, F -H=-275/1894 WEBS D -H=-181/689, E -H=-532/268, D -J=-181/689, C -J=-532/268 Sheathed or 4-0-3 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) Vasd=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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSITTPI 1. LOAD CASE(S) Standard Job- ;Truss - ___ _Truss Type- 18-056697T ype18-056697T A3 Roof Special --- BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 -1-0-06-6-8 13-1-0 1�-t--.- _ 6-6-8 6.6-8 - 'PI `KARTCHNER HOMES / FS1569 HARTFORD --- - - - - Y 8 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc Mon Mayy 21 09 09 29 2018 Page 1 ID:Tq HSFdSj31 y8EJZcXUkLG6zEJGl-3CU 1 x2CgCzoljJ NvrllkOHJZn LB?g3iLL2OKL 1 zEJ9K 19-7-8 25-11-0 6-6-8 6-3-6 4x5 = D Scale = 1:43.5 3x6 = - 3x4 = 3x4 = 3x4 - 3x6 8-8-11 17-5-6 _ - ---- ----------1 25-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.22 G-1 >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.45 Vert(CT) -0.29 G-1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.06 F n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.07 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* W2: 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=-2238/410, C -D=-1928/399, D -E=-1929/403, E -F=-2236/413 BOT CHORD B -I=-407/1891, H -I=-154/1237, H -J=-154/1237, J -K=-154/1237, G -K=-154/1237, F -G=-294/1886 WEBS C -I=-532/268, D -I=-181/689, D -G=-184/690, E -G=-527/268 PLATES GRIP MT20 220/195 Weight: 107 Ib FT = 20% Sheathed or 3-11-14 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) Vasd=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) 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 (jt=1b) F=235, B=272. 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 L4 0 _. v ob. _. - - _ --_...,'I`russ . .-.---_. __-._. .-Truss Type Qtv ... 'Ply '. KARTCHNER HOMES / FS15B9 HARTFORD 18-056697T A4 GABLE 1 1 Job Reference (optional) BMC WEST (IDA-HO FALLS), IDAHO FALLS ID 83402 - -- 8.110 sOct 20 2017 MiTek Industries, Inc Mon Ma 21 09 0931 201 S Pagge 1- ID:TgHSFdSj31y8EJZcXUkLG6zEJGl-ObcnMkDxkb2TydXHzAnC5iO?G8 gI_SepMtRQvzP-J9l 1 0-0 13-1-0 _ _ _...__ _ 25-11-0 1 0 0 13-1-0 _ 12-10-0 Rrala = 1 d4 7 M B '+A 3X4 =-- LOADING (pso SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 TCDL 7.0 Lumber DOL 1.15 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 BCDL 7.0 Code IRC2015/TP12014 Matrix -SH 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 4x5 — H 5T6 T 5x6 - 25-11-0 25-VF0 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 A n/r 120 MT20 220/195 Vert(CT) 0.00 A n/r 120 Horz(CT) 0.00 N n/a n/a Weight: 130 Ib FT = 20% 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 uide 9_ REACTIONS. All bearings 25-11-0. --- -- _.- (lb) - Max Horz B=133(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) B, U, V, W, X, Y, S, R, Q, P except 0=-108(LC 9) Max Grav All reactions 250 Ib or less at joint(s) N, B, T, U, V, W, X, S, R, Q, P except Y=280(LC 19), 0=287(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) Vasd=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) 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, U, V, W, X, Y, S, R, Q, P except Qt=lb) 0=108. 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 ,Truss... Truss Type _..Qty __'Ply-;KARTCHNERHOMESTF§1389 HARTFORD__.. i18 050697T B1 GABLE 1 1 ID:TgHSFdSj31 Job Reference (optional) - - - BMC WEST IDAHO FALLS ,IDAHO FALLS, ID 83402 -- ------ - -2109:09:33 ---- ( ) 8.110 s Oct 20 2017 MiTek Industries, Inc Mon May 2018 Page 1 y8EJZcXUkLG6zEJGl-yJYnQFBGCIACwgg4bggA7TMzyrlmvkxGgMYUozEJ9G 10-4-0- -- -- 20-8-0 21-8-0 14)-0 10 4-0 10-4-0 A-0-0 Scale = 1:36.3 45 G 4.00, 12 F H � I �Tf v M O--�'� SI T T� .l. i i r' ST2 _.-----� B .A i n 3x4 -- V U T S R Q P O 5x6 -- LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 TCDL 7.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 " Rep Stress Incr YES WB 0.04 BCDL 7.0 Code IRC2015/TP12014 Matrix -SH 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 or 2x4 DF -N 180OF 1.6E OTHERS 2x4 DF Stud/Std 20-8-0 20-8-0 K L N 3x4 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.00 M n/r 120 MT20 220/195 Vert(CT) -0.00 M n/r 120 Horz(CT) 0.00 L n/a n/a Weight: 84 Ib FT = 20% 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 I Installation guide. TIONS. All bearings 20-8-0. (lb) - Max Horz B=-67(LC 13) Max Uplift All uplift 100 Ib or less at joint(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) Vasd=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, S, T, U, V, Q, P, O, L, N. 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 18-056697T T 21-8-0 Scale = 1:36.3 4x5 = 3x6 = 3x4 = 5x6 = 3x6 = 6-10-11 20-8-0 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1 11, [F:Edqe0-0-111[H:0-3-0,0-3-0] 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 0.30 Vert(LL) -0.11 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.18 H-1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.05 F n/a n/a BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Wind(LL) 0.06 H-1 >999 240 Weight: 80 Ib FT = 20% 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 REACTIONS. (Ib/size) B=1097/0-5-8 (min. 0-1-8), F=1097/0-5-8 (min. 0-1-8) Max Harz B=-67(LC 13) 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 -I=-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 BRACING - TOP CHORD Sheathed or 4-4-0 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. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; 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 Qt=1b) B=265, F=265. 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 Jo Truss Truss Type ty y�KARTCH�NERHOMES HARTFORD 18-056697T anAr �n�rcr nneun rni i ci in B3 nun CA! i c in oo.�o COMMON GIRDER1 - - - - -- •-• •• •- • • •- o. -i -i u s �t zu zu i i nm i eK inaustries, inc. noon Mayy 21 09:09:35 2018 Page 1 ID:TgHSFdSj31y8EJZcXUkLG6zEJGl-uMrlC5GRnpYuREg3C?s8FYZehmDkEjUEk_reZhzEJ9E -1-0-0 5-2-0 10-4-0 15-6-0 20-8-0 21-8-0 1-0-0 5-2-0 5-2-0 5-2-0 5-2-0 1-0-0 Scale = 1:36.3 4x5 = 12x12 = 6x8 = 10-4-0 Plate Offsets (X Y)-- [B.0-5-4 0-0-101 [B.2-0-9 0-5-141 [F:2-0-9 0-5-141 [F 0-511 0-0-101 [H 0-6-0 0-9-81 LOADING (psf) SPACING- 2-0-0 DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 Vert(LL) -0.14 B-H >999 360 MT20 174/154 TCDL 7.0 Lumber DOL 1.15 =BC0.56 Vert(CT) -0.19 B-H >999 240 BCLL 0.0 * Rep Stress Incr NO Horz(CT) 0.01 F n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Wind(LL) 0.08 B-H >999 240 Weight: 436 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 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 1-1/2" x 11-7/8" VERSA-LAM®2.0 2800 DF BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=10709/0-5-8 (min. 0-3-3), F=1985/0-5-8 (min. 0-1-8) Max Horz B=-67(LC 9) Max UpliftB=-2621(LC 4), F=484(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-6248/1493, C -D=-5190/1156, D -E=-5182/1153, E -F=-5977/1425 BOT CHORD B -I=-1428/5945, H -I=-1428/5945, F -H=-1293/5629 WEBS D -H=-589/2795, E -H=-833/355, C -H=-1160/435 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 11 7/8 - 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) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. Il; 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 Qt=lb) B=2621, F=484. 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) 10500 Ib down and 2572 Ib up at 1-11-4 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: 1=-10500(F) �Iob Truss Truss Type Ily KARTCHNER HOMES/FS15B9 HARTFORD 18-056697T B4 Common 2 1 DEFL. in (loc) I/deft L/d PLATES GRIP .lnh Reference (optional) � •� ••��+, �•+^, ,� ^��w,+^, ,�+, ��+, ,+ �� o.1 iu s ucl LV N i i Ivl1 i eK Inousmes, mc. Mon May z1 u9:u9:9/ 2u18 Page 1 ID:Tq HSFdSj31 y8EJZcXUkLG6zEJGl-glz2dnlhJRocgY_RJQucKzeypZzOichXBHKIdZzEJ9C 1-0-0 5-2-0 10-4-0 14-5-0 18-6-0 1-0-0 5-2-0 5-2-0 4-1-0 4-1-0 01 4x5 = 3x6 = 5-2-0 1.5x4 II 10-4-0 5x8 = 18-6-0 3x8 _i Scale = 1:33.1 Plate Offsets (X Y)-- [B:0-0-0,0-0-111 [H:0-3-12,0-3-01 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 0.39 Vert(LL) -0.10 G -H >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(CT) -0.18 G -H >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.04 G n/a n/a BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Wind(LL) 0.04 H -I >999 240 Weight: 80 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 or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=999/0-5-8 (min. 0-1-8), G=884/0-1-8 (min. 0-1-8) 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 BRACING - TOP CHORD Sheathed or 4-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r recommends that Stabilizers and required cross bracing talled during truss erection, in accordance with Stabilizer ation nide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=glmph; 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 ANSI/TPI 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 Qt=lb) B=250, G=177. 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 j,Pl-:.KARTCHNERHOMES/F51589HARTFORD- Job ---Truss _.. -.._.. ..-.T-runs Type Qb Y 18-056697T C1 Common Structural Gable 1 _. __... _ .. ID:T HSFdS'3 2 iJob Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 M Teklndustnes, Inc Mon May 21 09:0939 2018 Page 1 q 11y8EJZcXUkLG6zEJGl-n75p2TKyr22Kwr8gRnv4QOjJCNZ8APspebpsiSzEJ9A 4-1-8 8-3-0 12-4-8 16-6-0 4-1-8 4-1-8 4-1-8 - 4-1-8 Scale = 1:39.0 5x8 - 2x4 - 3x6�i - 12x12 = 2x4 I 2x4 2x4 I 3x4 '- 1 H G F 7x10 -' -�- ------------ -10-2-0 - .11-0-0 16-6-0 5-6-0 4-8-0 0-10.0 6-6-0 Plate Offsets (X,Y)-- rC:0-2-0 0-0-0j rH:0-5-0 0-4-8j 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 0.33 Vert(LL) -0.09 A -J >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.12 A -J >981 240 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.01 H n/a n/a BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Wind(LL) 0.04 A -J >999 240 Weight: 212 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 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 2x6 DF 180OF 1.6E or 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 6-7-8 except Qt=length) A=0-5-8. (lb) - Max Horz A=-1 46(LC 25) Max Uplift All uplift 100 Ib or less at joint(s) G, F except A=-648(LC 8), E=-111(LC 19), H=-242(LC 9), 1=-603(LC 8) Max Grav All reactions 250 Ib or less at joint(s) E, F except A=3332(LC 1), H=793(LC 1), 1=3287(LC 1), 1=3287(LC 1), G=293(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3457/670, B -C=-3320/713, C -D=-64/402, D -E=-180/275 BOT CHORD A -R=-587/2782, R -S=-587/2782, J -S=-587/2782, J -T=-183/884, T -U=-183/884, 1-U=-183/884, H -I=-183/884 WEBS C -H=-2608/535, D -H=-336/196, C -J=-865/4068, 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) Vasd=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 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) G, F except Qt=1b) A=648, E=111, H=242, 1=603. 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. Continued on page 2 0 rusS Russ ype ty y HOMES/ FS15B9 HARTFORD K�Reference 18-056697T RMC wFST lInAWO PAI I Sl InAI-In C1 Cel Ie InA-1 Common Structural Gable 1 Jo tional ___.____ - - -- --- o. I I u s um 20"I u MI I eK Inaus[nes, Inc. Mon May 2109'09:39 2018 Page 2 NOTES- ID:TgHSFdSj31 y8EJZcXUkLG6zEJGl-n75p2TKyr22Kwr8gRrw4QOjJCNZ8APspebpsiSzEJ9A 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1239 Ib down and 249 Ib up at 1-6-12, 1239 Ib down and 249 Ib up at 3-6-12, 1239 Ib down and 249 Ib up at 5-6-12, and 1239 Ib down and 249 Ib up at 7-6-12, and 1239 Ib down and 249 Ib up at 9-6-12 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 -E=-84, A -E=-14 Concentrated Loads (lb) Vert: J= -1239(F) R= -1239(F) S= -1239(F) T= -1239(F) U= -1239(F) -Job . ........... ..----:TrusS ...._._.._... .__.._. Truss -Type _-._.__.-.._._. __-.-Qty ._.'.Ply KARTCHIimHOMESIFS15B9HARTFORO.___.. 18-056697T D1 Common Supported Gable 1 1 Job Reference (optional) -BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 - - - -- - - - - 8.110 s Oct 20 2017 MTek Industries, Inc Mon May 21 09.09:40201 - 8 Pagge 1 1-0-0 5-2-0 - ID:TgHSFdSj31y8EJZcXUkLG6zEJGl-FKfBFpKacMABX?j0?ZSJybGY4n24v4UztFYPEuzEJ99 10-4-0 11-4-0 1-0=0 - 5-2-0 5=2-0 - 1-0-0 i 45 = Scale = 1:25.5 E 3x4 -- 3x8 3x4 3x8 t3 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E 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 7) Max Uplift All uplift 100 Ib or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 Ib or less at joint(s) B, H, L, M, N, K, J FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 cros11 s 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) Vasd=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) 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 ANSUTPI 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 10-4-0 — ----- -- --- 1 G-4-0 Plate Offsets (X Y)- [B:0-0-0,0-0-121, [B:0-1-1 Edge] [H Edge 0-0-121 IH:0-1-15,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES 1 WB 0.04 Horz(CT) 0.00 H n/a n/a BCDL 7.0 Code IRC2015/TP12014 IMatrix-SH Weight: 48 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E 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 7) Max Uplift All uplift 100 Ib or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 Ib or less at joint(s) B, H, L, M, N, K, J FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 cros11 s 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) Vasd=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) 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 ANSUTPI 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-056697T ID2 ID:TgHSFdSj31y8EJZcXUkLG6zEJGl-BimxgVMg8zRvnJsP6 Un10Lr aib 1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 4x5 = Scale: 1/2"=1' 3x8 11 i.oxv 11 3x8 11 10-4-0 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 IRC2015/TP12014 CSI. TC 0.27 BC 0.16 WB 0.08 Matrix -SH DEFL. in Vert(LL) -0.02 Vert(CT) -0.03 Horz(CT) 0.01 Wind(LL) 0.02 (loc) I/deft L/d B -F >999 360 B -F >999 240 D n/a n/a B -F >999 240 PLATES GRIP MT20 220/195 Weight: 40 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 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. WEBS 2x4 DF Stud/Std WEDGE MiTek recommends that Stabilizers and required cross bracing q 9 Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation guide. 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(LC 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 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=121, D=121. 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