The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 17-00638 - 2297 W 860 S - New SFR1 Z1pA j 030 � V= �A m Vm= vm0 O m Z i - N 4-00-00 b 29-00-00 o _ o 0 17.1034307 Ir 4x5 = 7.00 F12 AD AC AS AA Z Y X W V U T 8 R 3x4 - 5xe = Scale =1:55A 11 Plate Offsets (X,Y1- IF:0.3-0.0.3-01 fL:0.3-0 0301 tX:03-0 0301 Sheathed or 6-0-0oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1600F 1.6E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, OTHERS 2x4 DF Stud/Std *Except* WEBS 1 Row at midpt I -X ST2,ST3,ST9: 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800E 1.6E MITek recommends that Stabilizers and required cross bracingbe LOADING (psQ SPACING- 2-0-0 guide. CSI. DEFL. In (loc) gdefl Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) •0.00 Q ntr 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 Q ntr 120 BCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(TL) 0.01 P n/a Na BCDL 7.0 Code IRC2012rTP12007 Matrix -SH Weight: 168 lb 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 6-0-0oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1600F 1.6E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, OTHERS 2x4 DF Stud/Std *Except* WEBS 1 Row at midpt I -X ST2,ST3,ST9: 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800E 1.6E MITek recommends that Stabilizers and required cross bracingbe Installed during Imes erection, In accordance with Stabilizer [Installation guide. REACTIONS. All bearings 29.0-0. (lb) - Max Horz 8=237(LC 7) Max Uplift All uplift 100 It, or less at Joint(s) B, Y, Z, AA, AS, AC, AD, W, V. U. T, S, P, R _ Max Grav All reactions 250 Ib or less at joint(s) B, X. Y. Z, AA, AS, AC, AD, W, V, U, T. S, P. R FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2pst 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 ANSOTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord hearing. 6) Gable studs spaced at 2-" oc, 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This Imes 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. Y, Z, AA, AS, AC, AD, W, V, U. T. S, P. R. 10) 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(S) Standard Job mss Inuss lype ply KARTCHNER HOMES SFiOB7 PRINCETON 17403430T A2 Common a 1 TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.l&Blr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Job Refers (p0onalt 5x6 = Scale = 1:53.6 �� — 3x4 = 5x5 = 3x4 = 3.6 = N Ii LOADING (pat) TCLL 35.0 TCDL 7.0 BCL- 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 0.66 BC 0.53 WB 0.29 Matrix -SH DEFL. Vert( CL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.50 0.07 0.10 (loc) Well Lid HJ >934 360 HJ >686 240 F n/a n/a B -J >999 240 PLATES GRIP MT20 220/195 Weight:1271b FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.l&Blr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-7-5 oc purlins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* MiTek recommends that Stabilizers and required cross bracing W2,W4: 2x4 OF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=1508/0-5-8 (min. 0-1-10), F=1508/0-5-8 (min. 0-1-10) Max Horz B=-237(LC 6) Max UpliftB=-293(LC 8), F=-293(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2253/403, C -D=-1953/435, D -E=-1953/435, E -F=-2253/403 BOT CHORD 8J=-392/1841, J -K=-123/1184, 1-K=-123/1184, 1-L=-123/1184, H -L=-123/1184, F -H=-232/1815 WEBS D -H=-224/809, E -H=-571/313, D -J=-224/809, C -J=-571/313 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=4.2psf; 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 fora 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 SCDL = 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=293, F=293. 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 1eur MssNae ype A3 R,0 Spedal KARTCHNER NOMES SF108T PRINCETON p DEFL. In c.nri - - Job Reference (optbnap ___ -�-- TC 0.66 3' nvwunrK' mi ex ncusvlaa lnc. Inu [x:t 1911:20:51 Za17P i 10:0H9rGEDI?wXOktyila PNySp1r-hZKkTKTunNkvzIlIF41MSutIOnESHcSON810iMOHyyy�ruA .0 X _3 28 3-0 7- 5X8 = 3X6= - _ .. .. _ 3x4 = 08 = 3X4 = 65 = Scale -1:52.9 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Ve I( CL) -0.39 G-1 >880 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.53 G-1 >640 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.07 F Ma Ne BCDL 7.0 Code IRC2012ffP12007 Matrix -SH Wind(LL) 0.11 F -G >999 240 Weight:1241b FT -20% LUMBER-BRACING. TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF N0.1&Btf or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-7-0 oc pudins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2x4 DF 1800F 1.6E or 2x4 OF No. 1&Btr or 2x4 DF -N 1800F 1.6E'Except' -Mi Tek recommeme nds that Stabilizers and required cross bracing W 1,W4; 2x4 OF Stud/Std be Installed during truss erection in accordance with Stabilizer gulde REACTIONS. (Ib/size) 8=1506/0.5-6 (min. 0-1-10), F=1392/Mechanical....... _Installation - - - --- _J Max Horz B=232(LC 5) Max UpiiRB=-292(LC 8), F=-256(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=4251/401, C -D=.1959/439, D -E--1958/441, E -F=-2248/403 BOT CHORD B-1=401/1834, IJ= -133/1181, HJ= -133/1181, H.K=.133/1181, G -K=-133/1181, F -G=-253/1809 WEBS C -I=-570/313, D-1=-227/820, D -G=-229/817. E -G=-565/313 NOTES - 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL-4.2psf 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) 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 lb uplift at Joint(s) except Qt=1b) B=292, F=256. 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 ruse 11-1034307 lA4 rose YPe OABLE 1 1 xMTCHNER HOMES S1`IO117 PRINCETON .__ __,.,.._ Job Referena_(optlona0 "..7ww' -__ o.ne......mr mnoaiwuemes. inc. muW1611:2p:53 P017P 1 14.3-0 ID:OH9rGEOi7wXOkfMaABpNy&!3-0xSUuOV8J_7dCcteVjPwzv5GyG41w7YNeKBTVAY iuB 14-3-0 14-" i-0-0 3x4 AC AS AA z Y X IN V U T S R O 3,4 - 5x3 = 415 = Scale =1:54.6 11 LUMBER- BRACING• TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btf or2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0oc pudins. BOT CHORD 20 DF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.8E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 DF Stud/Std'Excepl' WEBS 1Row at midpt H -W ST2,ST3,ST9: 2x4 DF i800f 1.6E or 2x4 OF No.18Bir or 2x4 OF•N 1800E 1.6E MiTek recommends that Stabilizers and required cross bracingbe Installed during truss erection, In accordance with Stabilizer REACTIONS. All bearings 28-9-0. Installation guide. (lb). Max HorzA=-232(LC 4) Max Uplift All uplift 100 Ib or less st joint(s) A, X, Y, Z, AA, AB, V, U, T, S, R. O, 0 except AC=-110(LC 8) Max Grav All reactions 2501b or less at joint(s) A, W, X, Y. Z. AA, AS, AC, V, U. T, S, R, O, Q 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)=91mph; TCDL=4.2psf; BCDL-4.2psf; h=25ft; Cat. II; Exp C; enclosed; MW FRS (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 ANSVTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise Indicated. 5) Gable requires Continuous bottom chord bearing. 6) Gable studs spaced at 2-M M. 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 ft 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) A, X, Y, Z, AA, AB, V. U, T, S, R, O, Q except (lt=lb) AC= 110. 10) 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(S) Standard 28-90 Plate Offsets (X Y)- [E:0-3-0,0-3-01, IK:0.3-003-01 IW:0.3-0.03-01 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 P nlr 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Ver(TL) -0.00 P Nr 120 BCLL 0.0 ' Rep Stress Incr YES INS 0.13 Hom(TL) 0.01 O Na Na BCOL 7.0 Code IRC2012rrP12007 Matdx-SH l Weight: 1651b FT=20% LUMBER- BRACING• TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.18Btf or2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 6-0-0oc pudins. BOT CHORD 20 DF 1800F 1.6E or 2x4 DF No.18Btr or 2x4 DF -N 1800F 1.8E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2x4 DF Stud/Std'Excepl' WEBS 1Row at midpt H -W ST2,ST3,ST9: 2x4 DF i800f 1.6E or 2x4 OF No.18Bir or 2x4 OF•N 1800E 1.6E MiTek recommends that Stabilizers and required cross bracingbe Installed during truss erection, In accordance with Stabilizer REACTIONS. All bearings 28-9-0. Installation guide. (lb). Max HorzA=-232(LC 4) Max Uplift All uplift 100 Ib or less st joint(s) A, X, Y, Z, AA, AB, V, U, T, S, R. O, 0 except AC=-110(LC 8) Max Grav All reactions 2501b or less at joint(s) A, W, X, Y. Z. AA, AS, AC, V, U. T, S, R, O, Q 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)=91mph; TCDL=4.2psf; BCDL-4.2psf; h=25ft; Cat. II; Exp C; enclosed; MW FRS (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 ANSVTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise Indicated. 5) Gable requires Continuous bottom chord bearing. 6) Gable studs spaced at 2-M M. 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 ft 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) A, X, Y, Z, AA, AB, V. U, T, S, R, O, Q except (lt=lb) AC= 110. 10) 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(S) Standard 17-103430T Scale -1:22.0 4x5 = 114 = 3x4 = LOADING (psf) SPACING- 2-M TCLL 35.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Ina YES BCDL 7.0 Code IRC20121TP12007 We CSI. DEFL. In (loc) VdeB Lid TC 0.07 Vert(LL) -0.00 1 n/r 120 BC 0.03 Vert(TL) -0.00 1 rdr 120 WB 0.04 Hom(TL) 0.00 H We n/a MatrtxSH 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 1.8E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 11.2-0. fib). Max HorzB=101(LC 7) Max Uplift Al uplift 100 lb or less at joint(s) B, H, M, N, K. J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES. (ib) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 220/195 Weight: 47 lb FT - 20% a 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 l 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-4.2psh 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 ANSVTPI 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 noneoncumenl with any other live loads. 8)' This truss has been designed for a live bad 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. 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) Beveled plate or shim required to provide full bearing surface with truss chord at joint($) B. 11) This truss is designed in accordance with the 2012 International Residential Cade sections R502.1 1A and R802A0.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Ir NSS NSS Type KARTCHNER HOMES Sf10B7 Common Giber �INC��TON��1]-1034307 SPACING. 2-0-0 CSI. DEFL. in (loo) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Jul 14 2017 MiTek Indu& Inc. Thu OA 1911:20:57 2017 Page 1 ID:OH9rGEDi?wXOkfyzlaA8pNySpl r-Wji?kNYeNDV3hDBPkZTsBIGndtHtsnxz2y9hexyRN4 5-4-6 10.8-12 16-1-2 27-5-B 5-4-6 5-0� 5 6x8 II 4x1211 12xi6MT18H= 4x1211 - 5-4.6 10-8-12 16-1-2 215-8 5 5 5-05 5-05 5-05 �o Scale = 1:39.8 Plate Offsets (X Y)-- fA:0-3-6 0-1-121 IE:0-3-6 0-1-121 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loo) Ildefl Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.21 F -G >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.34 F -G >743 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.08 E We n/a BCDL 7.0 Code IRC2012/TPI2007 Matrix -SH Wind(LL) 0.11 F -G >999 240 Weight: 249 Ib 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 Sheathed or 3-2-15 oc purlins. BOT CHORD 2x8 OF 195OF 1.7E or 2x8 OF SS BOT CHORD Rigid ceiling directly applied or W-0-0 oc bracing. WEBS 2x4 OF Stud/Std'Except' W1: 2x4 DF 180OF 1.6E or 2x4 OF No.i&Btr or 2x4 DF -14 1800F 1.6E REACTIONS. (Ib/size) A=8066/0-5-8 (min. 0-4-5), E=7772/0-5-8 (min. 04-2) Max HorzA=161(LC 7) Max Uplif1A=-1539(LC 8), E=.1482(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A.B=-12753/2419, B -C=-8643/1678, C -D=-8642/1679, D -E=.12714/2413 BOT CHORD A.I=-2128/10934, I.J=-2128/10934, HJ=.2128/10934, H -K=-2128110934. K -L=-2128/10934, G -L=-2128/10934, G -M=-2014/10899, M -N=-2014/10899, N -O=-2014110899. F -O=-2014/10899, F -P=-2014/10899, P -Q=-2014/10899, E -Q=-2014/10899 WEBS C -G=-1548/8145, D -G=-4078/904, D -F=-646/3632, B -G=-4118/910, B.H=-65113667 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3") nalls as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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) All plates are MT20 plates unless otherwise Indicated. 6) This truss has been designed for a 10.0 psi 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 ft between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) A=1539, E=1482. 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) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-i0d Truss, Single Ply Girder) or equivalent spaced at 2.0.0 oc max. starting at 1-6-4 from the left end to 19-64 to connect truss(es) A3 (1 ply 2x4 DF -N or DF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASES) Standard Continued on page 2 Job cuss Truss7ypoFly KARTCHNER HOMES SF10B7 PRINCETON 17-103430T C1 Common Giber 1 2 Job Reference (optional) oma.AES (IDAHO FALLS), IOAHO r,uw,,u Boma 8110 5 JUI 14 ZU17 MITek IndusWes, Inc. Thu W 191120: 572017 Page, ID:OH9rGEDi?wXOkfyzlaA8pNySp1 r-Wji?kNVeNOV3hDBPkZTs8lGndtHmnxzZy9hexyRru4 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: H=-1378(8)1=-1378(B)J=-1378(8) K=-1378(B)L=-1378(B) M= -1378(B) N=-1378(8)0=-1378(8) P=-1378(B)Q=-1378(B) Job ruse nils ype y y KARTCHNER HOMES SFIOB7 PRINCETON 17-103 30T D1 GABLE 1 1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.03 B -D Job Reference (pti n 0 8.110 s Jul ID:OH9rGEDi?wXOkfyzlaA8pNySp 1 r. 2x4 = Scale= 1:13.5 LOADING SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP 35.0 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 Incf YES WB 0.00 Horz(TL) 0.00 me We BCDL 7.0 Code IRC2012/TP12007 Matrix -P Wind(LL) 0.00 B "" 240 Weight: 19 lb FT=20% LUMBER. TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std OTHERS 2x4 OF Stud/Std REACTIONS. (Ib/size) B=343/0-3-0 (min. 0-1-8). D=219/0-1-8 (min. 0-1-8) Max Hoa 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. BRACING - TOP CHORD Sheathed or 4-10-8 oc purlins, except and verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. rIMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nstallation 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) Truss designed forwind 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 qualifed 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 nonconcument 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 1001b uplift atjolnt(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 ANSI/TPI 1. LOAD CASE(S) Standard Job russNBS ype CSI. DEFL. KARTCHNER HOMES SFI 0137 PRINCETON 17.103430T D2 Moa tq 8 1 Plate Grip DOL 1.15 TC 0.34 Vert( L) -0.03 B -D Job Reference (pti p BMC WEST (IDAHO FALLS), IDAHO FALLS, ID Bmw 2X4 = Scale =1:13.5 LOADING (pan 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( L) -0.03 B -D >999 360 MT20 220/195 TCDL 7.0Lumber 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 n/a BCDL 7.0 Code IRC2012ITP12007 Matrix -P Wind(LL) 0.00 B "" 240 Weight: 181b FT = 20% LUMBER - TOP CHORD 2x4 OF 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.i&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std 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. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stablllzers 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; Cat. 11; 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/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Nes ruse l7rTe CSI. DEFL. KARTCHNER HOMES SF1087 PRINCETON 17-1034307 03 Monopitdr 11 1 Plate p DOL Gn 1.15 TC 0.18 Vert(LL) -0.01 B -D Jab Reference (optional) ID:OH9rGE0i?wX0 IaA8N 5 c510- inc. inu ucr la 11:zuuu 2017 Pag9el -1-0-0 3-10.8 p y p wIN7MPeXg81dyh PhlZmNuRO4Sg3JKPFwOLFGyRrul 1-0-0 3-10.8 -1 Scale = 1:11.7 2x4 = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loo) I/defl Ud PLATES GRIP TCLL 35.0 Plate p DOL Gn 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 360 MT20 220/195 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 We n/a BCDL 7.0 Code IRC2032/rP12007 Matrix -P Wind(LL) 0.00 B "" 240 Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.8E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) B=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Harz B=76(LC 4) Max UpliftB=-90(LC 4), D=-51 (ILC 8) FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or 3-10.8 oc purlins, except end verticals. 130T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. rMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. NOTES - 1) Wind: ASCE 7-10; Vull=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl 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 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(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 ANSIr-PI 1. LOAD CASE(S) Standard Job Mag I russ I ype Uty ply KARTCHNER HOMES SF10137PRINCETON 17-103430T E7 Monopitch ] 1 Plate Grip DOL 1.15 TC 0.07 Vart(LL) -0.00 B Job Reference (optional) BMC wEu, (IDAHO FALLS), ,DAHO 6 .11u a Jul 14 2017 MITex Indu6Mes, Inc. Thu Oct 191121,02 2017 Page 1 ID:OH9rGEDi? WXOkfyzlaA8pNy5pl r-tgVun5wC17Ln_3NX631 rozodu9KKDpiiEtRJ9yRM7 -1-o-0 1-10-0 -0 1-0-0 1-10-8 -1 It 1.5x4 II C 2x4 = 1-10.8 Scale =1:10.6 LOADING (pso SPACING- 2.0-0 CSI. DEFL. In (Joe) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vart(LL) -0.00 B >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 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 IRC2012rrP12007 Matrix -P Wind(LL) 0.00 B —' 240 Weight: 9111 FT=20% LUMBER - TOP CHORD 2x4 OF 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 OF N0.1&Blf or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) B=210/0-3-8 (min. 0-1-8), D=61/0-1-8 (min. 0-1-8) Max Horz B=66(LC 8) Max UpliftB=-49(LC 8), D=-24(LC 8) Max Grav B=210(LC 1), D=62(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Sheathed or 1-10-8 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 uide. 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 ANS If -PI 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 ANSUTPI 1 angle to grain formula. Building designer should verity 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 1001b uplift atjoint(s) B, D. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11 A and R802.10.2 and referenced standard ANSI?PI 1. LOAD CASE(S) Standard