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Home My WebLink AboutTRUSS SPECS - 17-00499 - 796 S 2275 W - New SFR00-20-92 80 -II-£ 00-01-01 00-01'71 I � 00-01'71 _)Truss russ ype y KARTCHNER HOMES SF588 HARTFORD 17.Oee421T An 12 1 :Common Job Reference (optional) BMG wEs 1 6.00 F12 4x5 = Scale = 145.2 11 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF N0.1&Btf or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD WEBS 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=136810-5-8 (min. 0-1-8), F=1368/0-5-8 (min. 0-1-8) Max Horz B=125(LC 12) Max UpliftB=-272(LC 8), F=-272(LC 9) FORCES. (Ib) - Max. Comp.IMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2240/410, C -D=-1932/401, D -E=-1932/401, E -F=-2240/410 BOT CHORD B -I=-398/1892, 1-J=-146/1239, J -K=-146/1239, H -K=-146/1239, F -H=-274/1892 WEBS D -H=-182/691, E -H=-531/268, D -I=-182/691, C -I=-531/268 Sheathed or 4-0-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) 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 ; end vertical 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 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 at=1b) 8=272, F=272. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)'Sernkrigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 8-841 8-841 - -- 17-5-5 8-8-11 26-2-0 _ 8-841 Plate Offsets (X,Y)-- [C:0A-0,Edge], [E:0-4-0,Edge], [H,03-0,03-41 [1:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.22 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.34 H-1 >918 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 HOrz(TL) 0.07 F n/a n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.07 B -I >999 240 Weight: 109lb FT= 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF N0.1&Btf or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD WEBS 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* W2: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=136810-5-8 (min. 0-1-8), F=1368/0-5-8 (min. 0-1-8) Max Horz B=125(LC 12) Max UpliftB=-272(LC 8), F=-272(LC 9) FORCES. (Ib) - Max. Comp.IMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2240/410, C -D=-1932/401, D -E=-1932/401, E -F=-2240/410 BOT CHORD B -I=-398/1892, 1-J=-146/1239, J -K=-146/1239, H -K=-146/1239, F -H=-274/1892 WEBS D -H=-182/691, E -H=-531/268, D -I=-182/691, C -I=-531/268 Sheathed or 4-0-3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) 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 ; end vertical 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 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 at=1b) 8=272, F=272. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)'Sernkrigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard emc w=m lvev+�rnuaJ,,urv��rwua, luaoaa< Truss Truss Type-ZC-1PIy KARTCHNER HOMES SF6B8 HARTFORD 11-0804277 Ant Common 11 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. Job Reference (optional) Ma" ml lCxlwUSM&S Ina Iue Aug 1512' 07132017 Page 1 ID:UwzdjBEjbvXzN7dbgl DnTVzAdMp-XfC_cAebrYxl5BSGghRw8G5dMprTLPZBl xrHwynbOI -1-0-0 8-6-8 13-1-0 19-7-8 26-2-0 1-0-0 6.6-8 6-6.8 6-6-8 6-6-� Scale =1:43.9 4x5 = 3x6 = 5.8 = 5x8 = 3x6 = iI Plate Oftsets(XY)-- IG:0-4-00-3-01 fH:0-4-00307 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deftL/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.22 G -H >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.33 G -H >929 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.07 F Weme BCOL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.08 F -G >999 240 Welght:108lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.l&Btr or 2x4 DF -N 1800F 1.6E'Except' W2: 2x4 OF Stud/Std REACTIONS. (Ib/size) F=1263/0-2-8 (min. 0-1-8), B=1377/0-5-8 (min. 0-1-8) Max Hors B=133(LC 8) Max UpliftF=-239(LC 9), B=-273(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2259/412, C -D=-1950/403, D -E=-1977/412, E -F=-2293/424 BOT CHORD B -H=-409/1908, H -I=-157/1257, 1-J=-157/1257, G -J=-157/1257, F -G=-305/1948 WEBS O -G=-193!/27, E -G=-558/276, D -H=-182/690, C -H=-531/268 Sheathed or 3-10-6 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing "Tek recommends that Stabilizers and required cross bracing he 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. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 at joint(s) F. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) F=239, B=273. 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(S) Standard Supported Gable Ply ID:UwzdjBEjbvXzN?dbg 1 4x5 = 26-2-0 13-1-0 Scale = 1:45.2 'x' — AA Z Y X w V U T S R O P 3x4 = 3x4 = i LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr 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 DF No.i&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 26-2-0. Installationuide. (Ib)- Max Horz 8=125(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, W. X, Y, Z, AA, U, S, R, Q, P, N Max Grav All reactions 250 Ib or less at joint(s) 8, V. W. X, Y, Z, U, S, R, 0, N except AA=280(LC 19), P=280(LC 20) 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; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 lb uplift at joint(s) B, W. X, Y. Z, AA, U,.S , R, Q, P, N. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, N. 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 26-2-0 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 N n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(TL) 0.00 O n/r 120 BCLL 0.0 " Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 N n/a n/a BCOL 7.0 Code IRC2012rrP12007 (Matrix) Weight:1321b FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr 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 DF No.i&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 26-2-0. Installationuide. (Ib)- Max Horz 8=125(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, W. X, Y, Z, AA, U, S, R, Q, P, N Max Grav All reactions 250 Ib or less at joint(s) 8, V. W. X, Y, Z, U, S, R, 0, N except AA=280(LC 19), P=280(LC 20) 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; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 lb uplift at joint(s) B, W. X, Y. Z, AA, U,.S , R, Q, P, N. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, N. 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 17.080,127T IB01 �F 0 Scale =1:36.1 3x6 11 E F 3.6 % 1.5x4 11 5x6 = 3x4 C-- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) IIdeB L/d TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.19 1 >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.57 Vert(TL) -0.31 B -I >787 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.07 G n/a n/a BCDL 7.0 Code IRC2012rrPI2007 (Matrix) Wind(LL) 0.11 B -I >999 240 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 DF 1800E 1.6E or 2x4 DF No.t&Btr or 2x4 DF -N 1800F 1.6E REACTIONS. (Ib/size) G=1087/0-5-8 (min. 0-1-8), B=1101/0-5-8 (min. 0-1-8) Max Horz B=237(LC 5) Max UpliftG=-289(LC 8), 8=-288(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2839/623, C -D=-1501/333, E -G=-341/126 BOT CHORD B -I=-678/2681, H -I=-681/2674, G -H=-325/1391 WEBS C -H=-1326/368, D -H=-32/437, D -G=-1532/412 PLATES GRIP MT20 220/195 Weight: 92 lb FT=20% BRACING - TOP CHORD Sheathed or 3-3-0 oc purlins, except and verticals. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. WEBS 1 Row at midpt D -G 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; 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 ; end vertical 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) G=289, B=288. 5) This truss is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIRPI 1. 6) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard 0 17-0a0427T Truss W2 Truss Type iQty Ply MRTCHNER HOMES SF5B8 HARTFORD Wropltch Supported Gable I 1 Job Reference (optional) BMC WEST a 14u2 L Scale =L36.1 3x4 - W V U T S R O P O N 3x4 = _-_ - Plate Offsets (X Y)_ [D_0_1 -10.0-1-e] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.31 TCDL 7.0 Lumber DOL 1.15 BC 0.07 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 BCDL 7.0 Code IRC2012rrP12007 (Matrix) LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btf or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E 20-8-0 DEFL. in (loc)/deft Ud Vert(LL) -0.00 M n/r 120 Vert(TL) -0.00 M n/r 120 HOrz(TL) -0.00 N n/a n/a BRACING- TOPCHORD BOTCHORD PLATES GRIP MT20 220/195 Weight: 94 lb FT=20°/ Sheathed or 6-0-0 oc pudins, except end verticals Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, In accordance with Stabilizer Installation quid,. REACTIONS. All bearings 20-8-0. (Ib) - Max Horz B=237(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) N, 8, T, U, V, S, R, P, O except W=-112(LC 8) Max Grav All reactions 250 Ib or less at joints) N, T, U, V, S, R, P, O except B=273(LC 1), W=414(LC 1) FORCES. (Ib) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. WEBS C -W=-329/132 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 ; end vertical 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) N, B, T, U. V. S. R. P. O except Qt=lb) W=112. 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) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard Job Truss I n153 I ype Qty Ply KARTCHNERHOMESSF568 HARTFORD 17-0804277 B03 Monopitch Girder o 1 2 Job Reference (optional) 6x12; Scale=1:36.6 12X12- 7.10 II Plate Offsets(X,Yl-- IB:0-5-9.0-1-81 IC:0-3-00-3-01 IF:0-4-9Edge] (H:Edge0-5-81,[4:0-5-00-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deg L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Ven(LL) -0.13 I -J >999 360 MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.31 Vert(TL) -0.22 I -J 499 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(TL) 0.04 H n/a nla BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.08 I -J >999 240 Weight: 247 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6.0-0 oc purlins, except end verticals. BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std *Except* Wt: 2x6 OF 180OF 1.6E or 2x6 DF SS W3: 2x8 DF 195OF 1.7E or 2x8 DF SS W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E REACTIONS. (Ib/size) H=7081/0-5-8 (min. 0-3-12), B=1606/0-5-8 (min. 0-1-8) Max Hom B=235(LC 5) Max UpliftH=-1757(LC 8), B=Al2(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4935/1193, C -D=-4132/931, D -E=-2398/583, E -F=-2305/598, F -H=-6654/1647 BOT CHORD B -J= -1233/4724,1-J=-826/3356 WEBS C -J=-866/358, D -J=-117/821, D -I=-1317/388, F -I=-1771/7211 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered 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 (8), unless otherwise indicated. 3) 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 vnll ft between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) H=1757, B=412. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6500 Ib down and 1592 Ib up at 18-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 p I was was ype ty y K TCHNER HOMES SFSB8 HA TFORO 17-08042]7 B03 Monopitah Girder 1 O 2 Job Reference (optional) .owsJonazutomueKinausmes,mn me Au915120]:192017 Paggea2 ID:Uv djBEjbvXzN?dbg1 DnTVzAdMp-MpZFtDjMQOhSp6vQBzYKOXKjyEzY12y3QslcpSynbOc LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -F=-84, F -G=-84, B -H=-14 Concentrated Loads (lb) Vert: 1=-6500(F) 0 NSS N33 ype ly 9-3-0 KARTCHNER HOMES SF5B3 HARTFORD 77-090927T B04 MonoPlkh 2 IF 1 IJob Plate Offsets (X Y)-- C:0-1-0.0-3-0], IG:OA-0 0-3-01 Reference (optional) BMC WEST(IDAHO FALLS), IDAHO FALLS, ID 83902 8.00USJUl 152Utb rw lex industries, Inc IUe Aug151207:202017 Parr ID:UwzdjBEjbvXzN?dbgl DnTVzAdMpq?7d4Zj_BipJRFUcif3ZxltgZeEIUXCOeW 79MuynOb 6-2-012-0-0 18-6-0 1-0-0 6-2-0 6-2-0 _ _— _ ._. 6-2-0 Scale =1:31.6 3x4 II E NOTES - 1) 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 ; end vertical 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 ft between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) F=229, B=266. 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 9-3-0 18-6-0 - 9-3-0 9-M _ Plate Offsets (X Y)-- C:0-1-0.0-3-0], IG:OA-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) 1/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.15 F -G >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.33 F -G >654 240 BCLL 0.0 ' Rep Stress Incf YES WB 0.38 HOrz(TL) 0.05 F rule n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.08 B -G >999 240 Weight: 78111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.i&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 3-9-2 oc purlins, except and verticals. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Bir or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 8-4-12 oc bracing. WEBS 2x4 DF Stud/Std WEBS 1Row at midpt OFF MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) F=884/Mechanical, B=998/0-5-8 (min. 0-1-8) Max Hom B=203(LC 5) Max UpliftF=-229(LC 8), 8=-266(LC 4) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2486/591, C -D=-1809/378 BOT CHORD B -G=-630/2348, F -G=-312/1224 WEBS C -G=-729/298, D -G=-73/671, D -F=-1348/399 NOTES - 1) 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 ; end vertical 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 ft between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) F=229, B=266. 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 17-080427T Jul Scale = 1:10.9 4-2-8 Plate Offsets (X Y).- IA:0-1-12 Edge] LOADING (psf) SPACING• 2-0-0 CSI. DEFL. in (loo) 1/de8 L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 A -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.10 Vert(TL) -0.03 A -D >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 D n/a n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.00 A "" 240 Weight: 14 lb FT=20% LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) A=180/0-3-0 (min. 0-1-8), D=299/0-5-8 (min. 0-1-8) Max Horz A=58(LC 5) Max UpliBA=-37(LC 4), D=-87(LC 8) FORCES. (Ib) - Max. Camp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -D=-272/104 BRACING - TOP CHORD Sheathed or 4-2-8 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; MW FRS (envelope) gable end zone; cantilever left and right exposed ; end vertical 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 ft between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at loint(s) A, D. 5) 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. 6) "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'---- ruas alae ype lit y KARTCHNER HOMES Si HARTFORD 17-0804271 CO2 Monopltch Suppodetl Gable TCDL 1 Lumber DOL 1.15 BCLL 0.0 ` Rep Stress Incr Job Reference (optional) BMG wire tl!J HU FALLb), IUMU VALLb, IU Osea 8,000 S Jul 15 2016 MITek Industries, Inc. Tue fwgg 1512'.0723 201] Pagge 1 ID:UwzdjBEjbvXzN?dbgl DnT7zAdMp-EaolibmtUdBtljDBOndGYN VPRrMhhztfKUGpyDynbOY 4-2.8 5-2-8 4-2-8 1-0-0 Scale= 1:10.9 3x4 = LOADING (psf) SPACING- 2-0-0 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 IRC2012/7PI2007 Na 1.5x4 II CSI. DEFL. in (loo) I/deb L/d TC 0.24 Vert(LL) -0.00 C n/r 120 BC 0.10 Vert(TL) 0.01 C n/r 120 WB 0.00 Horz(TL) -0.00 D Na n/a (Matrix) LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.t&Btr or 2x4 DF -N 180OF 1,6E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 OF Stud/Std REACTIONS. (Ib/size) A=186/4-2-8 (min. 0-1-8),D=305/4-2-8 (min. 0-1-8) Max Horz A=58(LC 5) Max UpliftA=-39(LC 4), D=-88(LC 8) FORCES. (Ib)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -D=-277/105 PLATES GRIP MT20 220/195. Weight: 141b FT=20% BRACING - TOP CHORD Sheathed or4-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crass 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for And 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. 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 nonconcurrent 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 Ib uplift at joint(s) A, D. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A. 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)'Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard