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HomeMy WebLinkAboutTRUSS SPECS - 17-00542 - 784 S 2275 W - New SFR4.5 = 6.00 F12 Scale: 1/4"=1' µ� 5x8 = 5x8 = 3x8 = 11 Plate Offsets (X Y)-- Truss ruse ype y KARTCHNER SF688 ROCKFORDW 17-061I36T A01 Roof Spedal 6 1 SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Job Reference (optional) 4.5 = 6.00 F12 Scale: 1/4"=1' µ� 5x8 = 5x8 = 3x8 = 11 Plate Offsets (X Y)-- IH:04-0 0-3-01 M04 -0,0J-01 -11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grp DOL 1.15 TC 0.60 Vert(LL) -0.29 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(TL) -0,43 H4 >775 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.21 Hoa(TL) 0.08 F n/a n/a BCDL 7.0 Code IRC2012ITP12007 (Matrix) Wind(LL) 0.09 B-1 >999 240 Weight:117lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 118001F 1.6E BOT CHORD WEBS 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* W204: 2x4 OF Stud/Std REACTIONS. (Ib/size) 8=1458/0-5-8 (min. 0-1-9), F=1458/0-5-8 (min. 0-1-9) Max Horz B=-133(LC 9) Max UpliftB=-289(LC 8), F=-289(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2409/441, C -D=-2078/431, D -E=-2078/431, E -F=-2409/442 BOT CHORD B-1=-029/2036, 1-J=-158/1331, J -K=-158/1331, H -K=-158/1331, F -H=-297/2036 WEBS D -H=-197/746, E -H=-573/288, D -I=-197/746, C -I=-573/288 Sheathed or 3-8-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25fl; 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 100 Ib uplift at joint(s) except Qt=1b) B=289, F=289, 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/FPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 17-NI138T I 4x5 = 6.00 Scale =1:46.9 4x5 = u 5x8 = 5x8 = 4x5 = LOADING (pst)SPACING- TCLL 35.0 TCDL 7.0 BCLL 0.0 ' BCDL 7.0 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TPI2007 CSI. TC 0.62 BC 0.54 WB 0.22 (Matrix) DEFL. in Vert(LL) -0.29 Vert(TL) -0.42 Horz(TL) 0.08 Wind(LL) 0.10 (loc) I/deft L/d G -H >999 360 G -H >785 240 F n/a n/a F -G >999 240 PLATES GRIP MT20 220/195 Weigh1:115Ib FT=20% LUMBER- BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.i&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-6-4 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -14 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. WEBS 2x4 OF 1800F 1.8E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E 'Except' W2,W4: 2x4 OF Stabilizers andre MiTek recommends that Stabilizewired cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) F=1355/Mechanical, 8=1469/0-5.8 (min. 0-1-9) Installation guide. Max Horz B=141(LC 8) Max UpliftF=-256(LC 9), B=-290(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2431/444, C -D=-2101/434, O -E=.2132/444, E -F=-2473/458 BOT CHORD B -H=-440/2056, H -I=.169/1353, IJ= -169/1353, G -J=-169/1353, F.G=-332/2107 WEBS D -G=-208/786, E -G=-606/298, D -H=-197045, C.H=-573/288 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 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 girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) F=256, 8=290. 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. S) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard 17.0811367 IA03 (Roar Special I 05 = 6.00 12 Scale = 1:46.7 )1 LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 ' BCDL 7.0 SPACING. 2-0-0 CSI. Plate Grip DOL 1.15 TC 0.61 Lumber DOL 1.15 BC 0.52 Rep Stress Incr YES WB 0.21 Code IRC2012/TPI2007 (Matrix) DEFL, in Vert(LL) -0.29 Vert(TL) -0.42 Horn(TL) 0.08 Wind(LL) 0.10 (loc) I/deft L/d G -H >999 360 G -H >783 240 F n/a rue F -G >999 240 PLATES GRIP MT20 220/195 Weight: 115lb 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 3-7.9 oc purlins. BOT CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E WEBS BOT CHORD Rigid ceiling directly applied or 9-11-14 oc bracing. 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 180OF 1.6E'Except' W2,W4: 2x4 DF Stud/Std MiTek recommends that Stabilizers and re wired cross bracing be installed during truss erection, In accordance with Stabilizer REACTIONS. (Ib/size) F=1347/0-5-8 (min. 0-1-8),B=146110-5-8 (min. 0-1-9) Installation guide. Max Harz 8=141(LC 12) Max UpliftF=-254(LC 9), B=-289(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2414/442, C -D=-2083/432, D -E=-2093/436, E -F=-2426/448 BOT CHORD 8-H=438/2041, H -I=-167/1337, I -J=-167/1337, GJ= -167/1337, F -G=-321/2055 WEBS D -G=-201/758, E -G=-581/291, D -H=-197/746, C -H=-573/288 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL-4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=254, 8=289. 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. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 0 Nss Nss ype y BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD KAWCHNER SF6B8 ROCKFORD 'A' 17-081136T A04 Feet Special Supported Gable 1 1 SPACING. 2-0-0 BMC WEST(IDAHO FALLSI. IDAHO FALLS. IO8.4dn➢ in (loo) Well JOB Reference o ticnal M 3x4 = AD AC AB AA 8.000 s Jul 15 2818 Mirex Industries, Inc. Tue Au 2915:3898 2617 Page 1 ID:UwdjBEjbvXzN7dbgl DnTVzAdMP-3vdmSgHEy_AhOL2M2usNWSM2m?6SNTBFlyykt?ylx?5 4x5 = Seale: 1/4'=1' W 5x6 = 3x4 = Plate Offsets (X Y) M:0-3-0,0-3-01 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 OF 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 cc bracing. OTHERS 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loo) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 A n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 A n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0,14 HoR(TL) 0.00 Q n/a n/a BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight: 145 lb 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 OF 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 cc bracing. OTHERS 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 28-0-0. Installation guide. (Ib) - Max Horz B=141(LC 12) Max Uplift All uplift 100 lb or less atjoint(s) B, Y, Z, AA, AS, AC, AD, W, V, U, T, S, R Max Grav All reactions 250 Ib or less at joint(s) Q, B, X, Y. Z, AA, AB, AC, AD, W, V, U, T. S. R FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 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 cc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 1001b uplift at joint(s) B, Y, Z, AA, AS, AC, AD, W, V, U. T, S, 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 ANSlfrPI 1. 11) "Semi-rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job PUSS m3S 111ype KARTCHNER SF6B9 ROCKFORO'A' 17-911367 A05 Common Supported Gable 1 1 CSI. DEFL. in (loo) I/deft L/d Job Reference (optional) 4x5 = Soak: 1/4-=1' AF AE AD AC AS AA z V X w V U T 3x4 = 5x6 = (3 Plate Offsets (X YI— fY:0-3-0 0-3-01 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grp DOL 1.15 TC 0.07 Vert(LL) -0.00 S n/r 120 MT20 220/195 TCOL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 S n/r 120 BCL_ 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) 0.01 R n/a nto BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight: 147 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF NO.i&Blr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc pur ins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btror 2x4 DF -N 180OF 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 be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 28-0-0. Installation guide. (Ib) - Max Hom B=-133(LC 9) Max Uplift All uplift 1001b or less at joint(s) B, AA, AB, AC, AD, AE, AF, Y, X, W, V, U, T. R Max Grav All reactions 250 Ib or less at joint(s) B, Z. AA, AS, AC, AD, AE, AF, Y, X, W, V, U, T, R 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=25R; 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 ANSIV IPI 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 ft between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AA, AB, AC, AD, AE, AF, Y, X, W, V, U, T, R. 10) Beveled plate or shim required to provide full bearing surface with truss chord at jolm(s) B. R. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard job INSS N93 ype K TCHNER SF668 RCCKFORD'A' 17-081136T 301 Common 5 1 LOADING (psf)SPACING- 2-0-0 CSI. DEFL. in Job Reference (phonal) I ID:UwdIBE/bvXzN?db DN;_,Y9i,HICKkOths7'NzM8c. Nenuggze15:WN017 Pagel 11 -0-0 HkxJglXgJcPSJ IPrDZwxOmyx? 1 6 - 23-0-0 5E-0 5E-0 5.6-0 1-" 4x5 II Scale =1:41.7 R Plate Offsets (X Y)-- f8�0-1-00-1-81 fR0-1-00-1-81 K0-3-00-3-01 LOADING (psf)SPACING- 2-0-0 CSI. DEFL. in (loo) Ildeft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.11 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.18 H-1 >999 240 BCLL 0.0 • Rep Stress Inor YES WE 0.12 Horz(TL) 0.04 F n/a n/a BCDL 7.0 Code IRC2012rrP12007 (Matrix) Wind(LL) 0.04 B-1 >999 240 Weight: 97 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 BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E •Except• W204: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=1165/0-5-8 (min. 0-1-8), F=1165/0-5-8 (min. 0-1-8) Max Horz B=-184(LC 6) Max UpliftB=-229(LC 8), F=-229(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1653/293, C -D=-1426/321, D -E=-1426/321, E.F=-1653/294 BOT CHORD B -I=.283/1312, 1-J=-87/873, J -K=-87/873, H -K=-87/873, F -H=-159/1312 WEBS D.H=-163/560, E -H=-406/231, D -I=-163/560, C -I=-406/231 Sheathed or4-11-7 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(I1302012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 ft 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=229, F=229. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job was Was ype Sheathed or 6-0-0 oc purlins. y KARTCHNER SF668 ROCKFORDW 1]-0811367 B02 Common structural Gable 1 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Job Reference (optional) 3- 2x4 = 5x8 = M L K J AC I "" - 7d{7 10-10.0 14-8-0 22-0M zen I oar I I , I� Scale: 1/4"=1' Plate Offsets (X Y)-- B :0-11-0.0-1-81. M:0-2-0.0-0-1 IF 0-1-0 0.1-81 Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 d F Stud/St OTHERS 2x4 OFStud/Std MiTek recommends that Stabilizers and required cross bracin be installed during truss erection, in accordance with Stabilizer 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 0.36 Vert(LL) .0.06 F -H >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 SC 0.22 Vert(TL) -0.13 F -H >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.01 F n/a n/a BCDL 7.0 Code IRC2012lrP12007 (Matrix) Wind(LL) 0.03 F -H >999 240 Weight: 1401b FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 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 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 d F Stud/St OTHERS 2x4 OFStud/Std MiTek recommends that Stabilizers and required cross bracin be installed during truss erection, in accordance with Stabilizer Installation quids. REACTIONS. All bearings 11-1-8 except Qt=length) F=0-5-8, 1=0-3-8, 1=0-3-8. (lb) - Max Horz B=.184(LC 6) Max Uplift All uplift 100 lb or less at Jolnt(s) B, M except F=-181(LC 9), K=.291 (LC 8) Max Grav All reactions 2501b or less at joint(s) J, L, M, I, 1 except B=345(LC 19), F=762(LC 1), K=1114(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD C -D=.21/307, D -E=.669/234, E -F=.895/206 BOT CHORD F -H=-85/673 WEBS D -H=-175/524, E -H=-425/234, D -K=.796/140, C -K=-449/246 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 night 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/ --PI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0.0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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, with BCDL = 7.Opsf. 8) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 1001b uplift at joint(s) B, M except Qt=1b) F=181, K=291. 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?PI 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S) Standard Job L IN33 ype y KARTCHNER SF6B8 ROCKFORD'A" 1T4181136T BMC WEST !IDAHO FALL$) IDAHO B03 FALLS ID 83402 Common Girder 1 2 Jab Reference (optional) 8.000 s Jul 15 2018 MTek Indusries, Inc. Tue Au9g291530:082017 Pagel ID:UwzdjBEjbvXzN?dbgl DnTVzAdMp-qS6o8ZNF4RBZlafvWa?FCISh'8 1AFwIQ8Bu98Vlx_z 5-6-0 N -0-O 18.8-0 22-0-0 5-6-0 5-8-0 0d 5$-0 5x8 II 0120 4x1211 12xi6MT18H= 4x1211 E Scale =1:41.1 Plate Offsets (XY)-- fA:0-1-11 0-1-121 fE0-1-11 0-1.121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (toe) I/de9 Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.21 G -H >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.34 G -H >762 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(TL) 0.09 E We n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.11 G -H >999 240 Weight: 25616 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF 1800E 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2x8 OF 1950F 1.7E or 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std'Except* W t: 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E REACTIONS. (Ib/size) A=7722/0-5-8 (min. 0-4-2), E=7801/0-5-8 (min. 04-3) Max Horz A=167(LC 24) Max UpliftA=-1509(LC 8), E=-1525(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD A.B=-12550/2439, B.0=-8569/1708, C -D=-8569/1708, D.E=.12567/2444 BOT CHORD A -I=-2134/10691, I -J=.2134/10691, H.J=-2134/10691, H.K=-2134/10691, K.L=-2134/10691, L -M=.2134/10691, G -M=-2134/10691, G -N=-2025/10706, N -O=-2025/10706, O -P=-2025/10706, F.P=-2025/10706, F -Q=-2025/10706, Q -R=-2025/10706, E -R=-2025/10706 WEBS C -G=-1575/8060, D -G=-3960/903, D -F=-671/3661, B -G=-3943/898, B.H=-666/3645 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 Go. 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=115ni (3 -second gust) V(IRC2012)=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 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) A=1509, E=1525. 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/rPl 1. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) 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 2-0-12 from the left end to 20.0-12 to connect truss(es) A02 (1 ply 2x4 DF -N or DF) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Continued on page 2 Job was toss ype y KARTCHNER SF6B8 ROCKFORD-p 17-081136T B03 Common Girder 1 2 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS ID 83402 8.0005 JUI 152016 MITek Industries,Inc. Tue AU 2915:38082017 Paae2 ID:Uw dJBEJbvXzN?dbgl DnTVzAdMp-qS608ZNF4RBZIafvWa?Fg8h0DEfAFwiQ8Bu98Vylz z 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: 1=-1341(B)J=-1341(B)K=-1341(8)L=-1341(B)M=-1341(8) N= -1341(B) 0=-1341(B)P=-1341(B) Q=-1341(B)R=-1341(8) Job mss rasaI I y SPACING- 2-0-0 KARTCHNER SF6W ROCKFORD'A' 17-061136T col Common Supported Gable 1 1 TC 0.07 Vert(LL) -0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 Job Reference (optional) k IDalwzdjBEJbvXzN?dbgl DnNzAdMp-IegALvOtgUPNkE54HXUNLEbSdAX_ZzaNreigyixy -1-0-0 5-6-0 11-0-0 12-4-0 1-0-0 5-6-0 5-6-0 1-0-0 4x5 = Scale =1:23.3 3x4 = 1, FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCOL=4.2psf h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11-4-0 LOADING (ps(J SPACING- 2-0-0 CSI. DEFL. in (loo) 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 0.03 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 H=(TIL) 0.00 H n/a n/a BCDL 7.0 Code IRC2012lTPI2007 (Matrix) Weight: 49 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 OF 1800F 1.6E 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 1.6E or 2x4 OF No.1&Blr or 2x4 DF -N 1800F 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 be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 11-4-0. Installationuide. (Ib) - Max Hom B=-103(LC 6) Max Uplift All 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. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCOL=4.2psf h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas Where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job mss was ype y KARTCHNER SF6B8 RCCKFORD'A' 17.0611367 001 Monopitch 7 1 2-0-0 CSI. DEFL. in (loc) I/deft Job R f encs (Optional) ---- ,i c. I ue Aug ze 153:102017 Pagel ID:UwzdjBEjbvXzNTdbgl DnTVzAdMp-mgEYZFPVb2RG_upHe 2jwZmfx1T0j0gjbVNGCQy1x x -1-0-0 5-10-8 1-0-0 5-10-8 1.5x411 Scale =1;14.7 C 2x4 - LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.t&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) B=390/0-3-8 (min. 0-1-8),D=269/0-1-8 (min. 0-1-8) Max Horz B=98(LC 4) Max UpliftB=-115(LC 4), D=-79(LC 8) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or 5-10-8 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 Jolnt(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 Ib uplift at joint(s) D except (jt=lb) B=115. 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?PI 1. 8)'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard q -2-p 0-2-0 5-10-8 8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.06 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(TL) -0.11 B -D >600 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code IRC2012/7PI2007 (Matrix) Wind(LL) 0.00 B '•" 240 Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.t&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) B=390/0-3-8 (min. 0-1-8),D=269/0-1-8 (min. 0-1-8) Max Horz B=98(LC 4) Max UpliftB=-115(LC 4), D=-79(LC 8) FORCES. (lb) -Max, Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or 5-10-8 oc purlins, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 Jolnt(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 Ib uplift at joint(s) D except (jt=lb) B=115. 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?PI 1. 8)'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job russ cuss ype y KARTCHNERSF688ROCKFORDW 17.081136T E01 Monoplich 5 1 SPACING- 2-0-0 CSI. in (too) Jab Refe (optional) m zo'o -"Pinousmes, mc. nue An 2a 15:30:11 2017 Page 1 ID: UwzdjBEjbvXzN7dbg l DnTVzAdMp-E1 owmbQ7MMZ7cl OUBiZySmJxuR97ST4tg97pksyix_w 1.10-8 1-0-0 1-10-8 Scale = 1:9.4 C 2x4 = LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No. 1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=211/0-5-8 (min. 0-1-8),D=60/0-1-8 (min. 0-1-8) Max Hom B=57(LC 8) Max UpliftB=-52(LC 8), D=-21(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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 rewmmends 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; 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 vide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI?PI 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($) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) B, D. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE($) Standard -70.8 LOADING (psf) SPACING- 2-0-0 CSI. in (too) /tle8 L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07.00 B >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02.00 FH.00 B -D >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 n/a n/a BCDL 7.0 Code IRC2012rTP12007 (Matrix) .00 B "" 240 Weight: 8 FT=20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No. 1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=211/0-5-8 (min. 0-1-8),D=60/0-1-8 (min. 0-1-8) Max Hom B=57(LC 8) Max UpliftB=-52(LC 8), D=-21(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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 rewmmends 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; 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 vide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI?PI 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($) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjolnt(s) B, D. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss. LOAD CASE($) Standard Job ID:Uwzd BE'bvJCzN7db 1 rass I Nes I ype DEFL. in KARTCHNER SF6138 ROCKFORDW 17-061136T E02 Monoplch Supported Cable 1 1 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 A n/r Jah Reference (optional) 0VUUSJU1 I eKIMUSele5, Inc. IueM 291538:122017 Paae1 -1-0-0 11110-8 g PjDMJ_xOm7gh_EBzgIP4BT_s6krCLBwK03psNHJyIx_v 1-0.0 140-8 Scale=1:9.4 2x4 = 1.5.4 II LOADING (psf) SPACING• 2-0-0 CSI. DEFL. in (loo) /dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 A n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(TL) 0.00 A n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight: 8 l FT=20% LUMBER - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Bir or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 OF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) D=65/1-10.8 (min. 0-1-8), 8=206/1-10-8 (min. 0-1-8) Max Horz 8=57(LC 8) Max UpliftD=-22(LC 8), B=-51 (LC 8) FORCES. (Ib) - Max. Comp.IMax. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Sheathed or 1-10-8 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; 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 requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 6)' 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard