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HomeMy WebLinkAboutTRUSS SPECS - 17-00645 - 762 S 2275 W - New SFR6t/Vil a 0 l0 ar .. JEE _... _.. Mn Q I UMI _0 Z of c] Z 1 � M Mn 4 zN11 io U901ZNI Z a 01 ZZIP £ I Q £ 0 _ £ I ]GI,(], 0 I Q £ I CA Ad 01 0 901E a�0i 0£ a�0i8001 Q 0 J _.00-00-62 60:60-g NST 3 17-1034317 Al BMC WEST(IDAHO FALLS), IDAHO MCLS, 1/ Scale =1:50.9 3x4 = 3x4 = =4 _ AS AF AE AD AC AS AA ZY X W V U T 3x4 — 3x4 = LUMBER- BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.16Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E 2.0-0 oc purlins (6-0-0 max.): H -L. OTHERS 2x4 OF Stud/Std BOT CHORD Rigid calling directly applied or 10-0-0 oc brecing. Plate Offsets (X,Y)- (H:0-2-O,Ednel, 11-:0-2-0.Edoel be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-6-8. LOADING (psf) SPACING- 2.0-0 CSI. DEFL. In (loc) Well Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 S n1r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 S rdr 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.12 Horz(TL) 0.01 R n/a n/a BCDL 7.0 Code IRC2012rTP12007 Matdx-SH l Weight: 157 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.16Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E 2.0-0 oc purlins (6-0-0 max.): H -L. OTHERS 2x4 OF Stud/Std BOT CHORD Rigid calling directly applied or 10-0-0 oc brecing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 28-6-8. (lb) - Max Hoa B=-182(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B. AA, AS, AC, AD, AE, AF, AG, Y, W, V, U. T. R Max Grav All reactions 250 Ib or less at joint(s) B, AA, AS, AC, AD, AE, AF, AG, Y, X, W, V, U, T. R FORCES. (Ib) -Max. Comp./Max. Ten. -Aft 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=4.2psh BCDL=4.2psh 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 ANSVFPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live bad 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) B, AA, AB, AC, AD, AE, AF, AG, Y. W. V, U, T. R. 11) This Was Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 12) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard Job ruse was ype ly fF:04-O,Edbel. fG:0-3-40-1-81 KARTCHNER HOMES SF8D9 PRINCETON 17-103431T A1A COMMON 1 1 CSI. DEFL. in (loc) Joh Reference (optional) BMC WEST ID 93402 5x8 = 5x6 = Scale =1:51.4 1.5x4 II 5x5 = 3x8 = 1.5x4 II 66-0 I 18-0.0 I 1814 22-0-8 I 28-&8 66-0 66-0 :0L0 8-06 8 -GO Plate Offsets (X,Y)- f8:0-3-3,0-1-81. C:04-O,Edgel, [0:0-4-0,0-1-111, fF:04-O,Edbel. fG:0-3-40-1-81 IK:0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft L/d PLATES GRIP TCLL 35.0 Plate Gdp DOL 1.15 TC 0.50 Vert(LL) -0.10 K >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.18 K -L >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 HOrz(TL) 0.08 G n/a We BCDL 7.0 Code IRC2012/rP12007 Matdx-SH Wind(LL) 0.05 B -L >999 240 Weight: 146 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF 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 1800F 1.6E WEBS 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E'Except'BOT CHORD W 1,W 7: 2x4 OF Stud/Std REACTIONS. (Ib/size) B=1486/0-5-8 (min. 0-1-9), G=1486/0-5-8 (min.0-1-9) Max Horz B=213(LC 7) Max UpliftB=.281(LC 8), G=-281 (LC 9) FORCES. (Ib) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2269/376, C -D=-1630/299, D -E=-1278/315, E -F=-1637/298, F.G=-2277/381 BOT CHORD B -L=-359/1831, K -L=-360/1829, J.K=-127/1274, 1-J=-223/1848, G -I=-225/1844 WEBS C -K=.656/272, D.K=.102/395, D -J=.246/259, EJ=.92/381, F.1=665/273 Sheathed or 4.0.0 oc purlins, except 2-0-0 oc purlins (5-8-14 max.): D.E. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8=281, G=281. 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/rPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard e NSe Nee ype [1:0-4-0,0-3-01 y KARTCHNER HOMES SF8B8 PRINCETON 17-1034317 A2 FINK 7 1 LOADING (psf) SPACING- 2-0-0 CSI. Job Reference o Clonal BMC WEST (IDAHO FALLS), IDAHO FALLS, ID SM02 4x5 11 Scale = 1:52.8 axa 11 Plate Offsets (X Y)-- [B:0-3-4,0-1-81, [F:0-3-4.0-1-81, [H:0-4-0,0-3-01, [1:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.31 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0.41 H-1 >830 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.07 F n/a n/a BCDL 7.0 Code IRC2012ITP12007 Matdx-SH Wlnd(LL) 0.11 B -I >999 240 Weight: 125 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.t&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 1800F 1.6E BOT CHORD WEBS 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E 'Except* W1,W4: 2x4 OF Stud/Std REACTIONS. (Ib/size) B=1486/0-5-8 (min. 0-1-9), F=1486/0-5-8 (min. 0-1-9) Max Horz B=-234(LC 6) Max UpliftB=-288(LC 8), F=-288(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All fomes 250 (lb) or less except when shown. TOP CHORD B -C=-2199/390, C -D=-1909/430, D -E=-1909/430, E -F=-2199/391 BOT CHORD B -I=-376/1784, 1-J=-119/1164, J -K=-119/1164, H -K=-119/1164, F -H=-219/1765 WEBS C -I=-561/307, D -I=.225/794, D.H=-226/794, E -H=-561/307 Sheathed or 3-8.7 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)=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) 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 10016 uplift at joint(s) except (t=1b) 8=288, F=288. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802A0.2 and referenced standard ANSI(TPI 1. LOAD CASE(S) Standard f Z 5x6 = me= 5x8 = Scale =1:52.9 LOADING (pso SPACING- 2.0-0 CSI. DEFL. In (bc) Udel Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL t.15 TC 0.66 Vert(LL) -0.36 G -H >961 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.48 G -H >713 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.07 F Na Na BCDL_ 7.0 Code IRC2012fTP12007 Matrix -SH Wind(LL) 0.12 FG >999 240 Weight: 124 lb FT 20% LUMBER- BRACING. TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btf or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-6-14 oc pudins. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. WEBS 2x4 OF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E'Exwpt* M Tek recommends that Stabilizers end required cross bracing W1,W4: 2x4 DF Stud/Std bnstallation gulde.e Installed during truss erection In ecwrdance with Stabilizer I REACTIONS. (Ib/size) 8=1506/0.5-8 (min. 0.140), F=1392/Mechanical -- � -- - Max Horz B=232(LC 5) Max UpliftB=-292(LC 8), F--256(LC 9) FORCES. (Ib) . Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=•2251/402, C -D=-1958/439, D -E--1934/434, E -F--2237/401 BOT CHORD B -H=-401/1830, H-1=-132/1182, IJ --132/1182, GJ=•132/1182, F -G=-249/1797 WEBS C -H=-571/313, D.H=•229/813, D -G=•224/803, E -G=-566/312 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-sewnd gust) V(IRC2012)=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 gdp DOL -1.33 3) This truss has been designed for a 10.0 pat bottom chord live bad nonconcurrenl 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-M 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 lb uplift at)oint(s) except at=lb) B=292, F=256. 7) This truss is designed In awordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard 3x4 - AF AS AD AC AS AA Z Y X w V U T S 314 - 3x4 = Type 3x4 = 3x4 - Scab =1:50A N Id Plate Offsets (YY)- IG:0-2.0.Edael. KO-2-0Edael TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc pudins, except BOT CHORD 2x4 OF 1800F 1.8E or 2x4 OF No.i&Btr or 2x4 DF -N 1800F 1.6E 2-0-0 oc pudins (6-0-0 max.): G -K. OTHERS 2x4 OF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 35.0 Plate Girl DOL 1.15 TC 0.07 Vert(LL) -0.00 R Nr 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 Sc 0.03 Vert(TL) -0.00 R Nr 120 BCLL 0.0 • Rep Stress Ina YES WS 0.12 Horz(TL) 0.01 O n/a rVa BCDL 7.0 Code IRC20127PI2007 Matrix -SH Weight: 158 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc pudins, except BOT CHORD 2x4 OF 1800F 1.8E or 2x4 OF No.i&Btr or 2x4 DF -N 1800F 1.6E 2-0-0 oc pudins (6-0-0 max.): G -K. OTHERS 2x4 OF 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 Installation guide. REACTIONS. All bearings 28.9-0. (Ib) - Max Hoa A=.I77(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) A, Z, AA, AB, AC, AD, AE, X, V, U, T, S. O except AF=-110(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, Z, AA, AS, AC, AD, AE, AF, X, W, V, U. T, S. O FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live bads 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 -11,33 plate grip DOL -i.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 ANSVTPI I. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise Indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument 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) A, Z, AA, AB, AC, AD , AE, X, V, U, T, S, O except (jt=1b) AF=110. 11) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 12) Graphical pudin representation does not depict the size or the orientation of the puriin along the tap and/or bottom chord. LOAD CASE(S) Standard • '5TN9 ,1 7-00 3131 7 iMA NT �T— YPe ROcl Spedal fW jPIV__KARTCHNER HOMES SF8BB PRINCETON �t 1 .... Job Reference o tlonal 5X8 = 60 = N Scale. 1:50.8 1.5x4 II 6X8 = 5X8 = 7.5X4 11 ..., _ 22-5-4 LOADING (pso SPACING- 2.0-0 CSI. DEFL. In (loc) Wal Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) .0.10 J >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.18 J.K >999 240 BCLL 0.0 • Rep Stress Ina YES WB 0.61 Hoa(TL) 0.08 G n/a Na BCDL 7.0 Code IRC20127PI2007 Matdx-SH Wlnd(LL) 0.06 G -H >999 240 Welght:1451b FT -20% LUMBER- BRACING. TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF N0.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 3-11-5 oc purlins, except BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 180OF 1.6E 2-0-0 oc purlins (5-8-12 max.): D -E. WEBS 2x4 OF Stud/Std *Except* BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 1 Row at mldpt D -I W3, W4,W5: 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E MiTek recommends that Stabilizers end require cross bradng WEDGE be Installed during truss erection, in accordance with Stabilizer Right: 2x4 OF Stud/Std [installation guide.. REACTIONS. (Ib/size) G=1392/Mechanical, B=1506/045-8 (min. 0.1.10) Max Hoa 8=206(LC 5) Max UpliftG--246(LC 9), B=-282(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2310/379, C -D=-16811304, D.E=-1318/318, E.F=-1683/307, F -G=-2305/383 BOT CHORD B -K--372/1867, J -K=-373/1865, 1-J=-14211320, H -I=.242/1858, G -H=-242/1858 WEBS CJ= -644/269, DJ= -981399, E -I=-88/398, F-1=-642/271 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=115mph (3 -second gust) V(IRC2012)=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 noncencurrent with any other live loads. 5) • 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-M wide will 5t 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)oinl(s) except Qt=1b) G=246, B=282, 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. 9) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard i N83 N33 yp0 17 1034311 e1 Conxran Supported Gade -- 1 PTY 1 --- IfARTCMNER HOMES SFBSB PRINCETON - Plate Grip DOL 1.15 TCDL 7.0 Job Reference {optbna0 4x5 = Scale =1:22.8 LOADING (psf) SPACING- 2-" TCLL 35.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 7.0 Code IRC2012ITP12007 CSI. DEFL. In (loc) Udell L/d TC 0.07 Vert(LL) -0.00 1 rVr 120 BC 0.03 Vert(TL) -0.00 1 n/r 120 WB 0.04 Horz(TL) 0.00 H n/a n/a Matrix -SH LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF N0.i 8Btr or 2x4 DF.N 1800F 1.6E BOT CHORD 2x4 DF 18001' 1.6E or 2x4 DF No.18Btf or 2x4 DF -N 1800F 1.6E OTHERS 2x4 OF Stud/Std REACTIONS. All bearings 11.2-0. (Ib)- Max Horz B--101(LC 6) Max Uplift All uplift 1001b or less at)oint(s) B, H, M, N, K, J Max Grav All reactions 2501b 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. PLATES GRIP MT20 220/195 Weight: 471b FT - 20% 11 BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. ItMiTek recommends that Stabilizers and required cross brad bnpe 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-4.2psY 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/rP11. 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 pet 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 Uuss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job was mss ype Qty 11:0-1-12 .0-0-151. IK:0-2-0 0-0-31 KARTCHNER HOMESSF888 PRINCETON 17-1034317 Ci GABLE 1 2 Job Reference (o0tfonap omv vvco ,1,u nu r-1,—r—L.,,u I Scale = 1:36.7 9x12 MT18H= 9x12 MT1811= 3x8 = 6x124 4x1211 7x10= 4x1211 10xl2MT20HS= ., 4x1211 6x121 3-7-13 73-10 10-8-12 14-1-14 17-&11 2158 3-7-13 3-7-13 35-2 35-2 3-7-13 &7- 3 Plate Offsets (X Y)-- fA:0-3-13 Edgel [C:0.9-0 Edgel E:0-9-0 Edgel rG:0-3-13 Edm1 11:0-1-12 .0-0-151. IK:0-2-0 0-0-31 IK:0-5-0 04-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.23 W >999 360 MT20 220/195 TCOL 7.0 Lumber DOL 1.15 BC 0.90 Vert(TL) -0.36 W >700 240 MT20HS 165/146 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(TL) 0.12 G n/a n/a MT18H 220/195 BCDL 7.0 Code IRC2012/TPI2007 Matrix -SH Wind(LL) 0.11 J >999 240 Weight: 3031b FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 3-3-5 oc purlins, except BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 2-0-0 oc purlins (4-5-3 max.): C -E. WEBS 2x4 DF Stud/Std'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W3,W7:2x4 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. (Ib/size) A=8028/0-5-8 (min. 0-4-5), G=7809/0-5-8 (min. 0-03) Max Horz A=109(LC 26) Max UpliftA=-1504(LC 8), G=-1454(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-13390/2495, B -C=-11122/2077, C -D=-9456/1807, D -E=-9345/1786, E -F=-11071/2066, F -G=-13273/2466 BOT CHORD A -AE= -2157/11386, L -AE= -2157/11386, L -AF= -2157/11386, K -AF= -2157/11386, K -AG= -1961/10658, AG -AH= -1961/10658, J -AH= -1961/10658, J -AI= -1961/10658, AI -AJ= -1961/10658,1 -AJ= -1961/10658,1 -AK= -2059/11286, H -AK= -2059/11286, H -AL= -2059/11286, G -AL= -2059/11286 WEBS B -L=400/2253, B -K=-2047/480, C -K=-970/5271, D -K=-1951/427, DJ= -409/2315, D4=-2104/457, E -I=-964/5247, F -I=-1991/464, F -H=-385/2199 NOTES - 1) 2 -ply truss to be connected together with i0d (0.131"0') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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. 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) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 1.5x4 MT20 unless otherwise indicated. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)' 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 vide will ft between the bottom chord and any other members. Continued on page 2 job Truss I was I ype MRTCHNER HOMES SF8B8 PRINCETON 17-103431T 01 GABLE 1 2 Job Reference o tional (IuAHu �n L6), iUMU ruts, 1U Be4ez a.t 10 a Al 14 2017 MI I ek W Uu Mee, Inc. Thu Oct 1912:16:13 2017Pa e 2 ID:OH9rGEDi9wX01dyzlaA8pNySplr-Of3ahEgfS3HNJphj_zUX1 bVJazAoaV24sQ81r4G NOTES - 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=1504, G=1454. 13) This truss is designed in accordance with the 2012 International Residential Code sections R502A1.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chard. 15) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-4 from the left end to 17-6-4 to connect truss(es) A3 (1 ply 2x4 DF -N or DF) to front face of bottom chord. 16) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-10d Truss, Single Ply Girder) or equivalent at 19-6-4 from the left end to connect truss(es) MA (1 ply 2x4 DF -N or DF) to front face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 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, E -G=-84, A -G=-14 Concentrated Loads (Ib) Vert: L= -1378(F) H= -1378(F) AE= -1378(F) AF= -1378(F) AG= -1378(F) AH= -1378(F) AI= -1378(F) AJ= -1378(F) AK= -1378(F) AL= -1378(F) Job fuss Truss Type Uly M k TCHNER HOMES SF888 PRINCETON 17-103431T Di GABLE 1 1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.03 B -D >999 360 MT20 220/195 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83,102 8.110sJu1142017MiTeklndusMd ,Inc. Thu Oct1912:18:142017 Paggel ID:OHgrGEDI?wXOkfyzlaASpNySpl r-urdyvahHDNPP7zGvYhUj4E8kbzVDX8kCM/9iZByRr4F 2x4 = Scale =1:13.5 Q-2.0 0-2-0 4-10-8 4-8-8 ' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loo) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.03 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(TL) -0.05 B -D >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a We BCDL 7.0 Code IRC2012rTP12007 Matdx-P Wind(LL) 0.00 B "'• 240 Weight: 19 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 4.10.8 oc purlins, except and verticals. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 OF Stud/Std be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=343/0-3-0 (min. 0-1-8), D=219/0-1-8 (min. 0-1-8) Max Horz B=90(LC 4) Max UpliftB=-95(LC 4), D=-67(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.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. 6) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) B, D. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfrPI 1. LOAD CASE(S) Standard Job was was ype CSI. y 11ARTOMNERHOMES5F8M PRINCETON 17-103431T 02 Mompitch 8 1 Plate Grip DOL 1.15 TC 0.34 Vert( CL) -0.03 B -D Joh Reference (optional) (VAHO rnL ),iueeu Fe LS. iu 8:402 2x4 = LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert( CL) -0.03 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(TL) -0.05 B -D >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code IRC2012ITP12007 Matrix -P Wind(LL) 0.00 B "" 240 Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.18Bir or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.18Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=343/0-3-0 (min. 0-1-8), D=219/0-1-8 (min. 0-1-8) Max Harz B=90(LC 4) Max UpliftB=-95(LC 4), D=-67(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or4-10-8 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. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; Cal. 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 psi 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 ft between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joints) D, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift atjoint(s) B, D. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Job mss I russ Type CSI. DEFL. KARTCHNER HOMES SFIN PRINCETON 17-103431T D3 Monopilch 11 1 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 Job Reference (optional) BMC WEST (IDAHO FA -LSI. IDAHO FALLS, 1083482 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deg L/d TCLL 35.0 Plate( p DOL 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(TL) .0.02 B -D >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a We BCDL 7.0 Code IRC2012/TPI2007 Matrix -P Wind(LL) 0.00 B "" 240 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800E 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Horz B=76(LC 4) Max UpliftB=-90(LC 4), D=-51 (LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 220/195 Weight: 14 lb FT=20% BRACING - TOP CHORD Sheathed or 3-10-8 oc purlins, except and 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. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=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.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. 4) Bearing at joint(s) D considers parallel to grain value using ANSI(TPI i angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) B, D. 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 !Truss TruruiType KARTCHNER HOMES SF888 PRINCETON (17-1034317 ILCA1 ;GABLE 2 1 _ __. Job BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.1105Ju1142017MTekbMusbim,im. Thu Od1912:1e:182017 P 1 ID:OH9rGEDi7wXOkfyzlaA8pNySpl r-ndsTkykoHbvrcbZgnxYlE4Jl1lbv8TxOoDB7vlyyRr4B 4{r.b 8-10.8 bdb 4-y,4 45 = H G F 2x4 O 1.5x4 II 1.5x4 II 1.5x4 It Scale -1:33.1 LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Blr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/StdrMiTel recommends that Stabilizers and required cross bracing be Instatled during Wss erection, in accordance with Stabilizer Inatellation guide. REACTIONS. All beadngs 8.10-8. (Ib)- Max HoaA--130(LC 4) Max Uplift All uplift 100 lb or less at)oint(s) A, E except H=-201(LC 6), F=-201(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, E, G except H=275(LC 15), F=275(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 DO bottom chord live bad nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-84 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E except (t=1b) H=201, F=201. 7) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE($) Standard 8-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (Ioc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 SC 0.02 Vert(TL) nra - n/a 999 BCLL 0.0 ' Rep Stress Ina YES WB 0.08 Hmz(TL) 0.00 E n/a n/a BCDL 7.0 Code IRC20121TP12007 Matrix -P Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 DF 1800F 1.8E or 2x4 DF No.18Blr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/StdrMiTel recommends that Stabilizers and required cross bracing be Instatled during Wss erection, in accordance with Stabilizer Inatellation guide. REACTIONS. All beadngs 8.10-8. (Ib)- Max HoaA--130(LC 4) Max Uplift All uplift 100 lb or less at)oint(s) A, E except H=-201(LC 6), F=-201(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, E, G except H=275(LC 15), F=275(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 DO bottom chord live bad nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-84 tall by 2-M wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E except (t=1b) H=201, F=201. 7) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE($) Standard Nes lTnlsa y� CSI. DEFL. kARTCHNER HOMES SF888 PRINCETON —� 77-103131T LO02 GABLE 1 1 TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) .__ Job Reference.fop.�ll_....... ___ BMC WEST BDAHO FALLS). IDAHO FALLS, 10 53102 5.110 s Ju114 2017 MiTek IndusVles.lnc. Thu Od 1912:18:192017 Pape 1 ID:OHgrGEDI7wXOkfyzlaAS"Sptr.FpOryH1O1vliEk8tLE4unldg FMCOixSoITEOylr4A 4 i$ BA -11 4.4-6 ( 4d 4x6 = 2x4 ii H G F 2x4 O 1.60 II 1.60 It 1.5x4 II ii Scale -1:32.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n1a - n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) n1a - n1a 099 BCU_ 0.0 ' Rep Stress Incr YES WB O.OB Horz(TL) 0.00 E n1a n/a BCDL 7.0 Code IRC2012/TPI2007 Matrix -P Weight: 41 Ib FT - 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.I&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0 oc pudins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1SBtr or 2x4 DF -N 1800E 1.6E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 OF Stud/Std MITek recommends that Stabilizers and required cross bracing l be Installed during truss erection. In accordance with Stabilizer Installation_gulde. REACTIONS. All bearings 8-8-11. (Ib)- Max Horz A=-128(LC 4) Max Uplift All uplift 100 Ib or less at)oint(s) A. E except H=-198(LC 8), F=-197(LC 9) Max Grav, All reactions 250 Ib or less at joint(s) A, E, G except H-270(LC 15), F=269(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live bad nonconcument with any other live bads. 5)' 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 2-04) wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at)oint(s) A. E except QI=Ib) H=198, F=197. 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