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Home My WebLink AboutTRUSS SPECS - 18-00270 - 753 S 2275 W - New SFR"Job Truss TrussType -Qty IPly KARTCHNER HOMES SF13B9 PRINCETON 18-056258T Al GABLE ID:OH9rGEDi.wXOk zla,JobReferenc2017 oval)-- -__.. 1 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ------8.1-1-0--s Oct 20 2017 9l9v xBoPIndustn H Inc. Thu May 10 10 21:31 2018 Pagel � fy ASpNySplr-vLmWv919vTxBoPnHSTUx5ZdfhYEW9cwx2_M2e8zHw7o .l-0- -- -- - 14-6-014-6-0 _ - 29-0_0 -- -- ---- 30-0-0 11� 14-6-0 Un B oAi 3x4 =_ 4x5 -- 7.00[12 I Scale =1:55.4 Ig- 00Z �b AD AC AB AA Z Y X W V U T S R 5x6 PQ ,o 0 3x4 - 29-0-029-0-0 __-- ------------- - Plate Offsets X,Y)- [F:0 -3 -0,0 -3.01,[L:0 -3-0.0-3-0],[X•0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 Q n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 Q n/r 120 BCLL 0.0 * Rep Stress Incr YES i WB 0.13 Horz(CT) 0.01 P n/a n/a Weight: 168 Ib FT = 20% BCDL 7.0 Code IRC2015/TP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std *Except* WEBS 1 Row at midpt I -X MiTek recommends that Stabilizers and required cross bracing ST7,ST6: 2x4 DF 180OF 1.6E or 2x4 DF No. 1&Btr or 2x4 DF -N 1800E 1.6E be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. All bearings 29-0-0. (lb) - Max Horz B=237(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) B, Y, Z, AA, AB, 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, AB, 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) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard 18-056258T HA2 ,—F 5x6 = 21-9-0 Scale =1:53.6 3x6 = 3x4 = 5x6 = 3x4 = --V M 14 6 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 3-7-9 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* MiTek recommends that Stabilizers and required cross bracing W2: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10), H=1508/0-5-8 (min.0-1-10) Max Horz B=237(LC 7) Max UpliftB=-293(LC 8), H=-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=-1952/404, D -E=-1932/435, E -F=-1932/435, F -G=-1953/404, G -H=-2253/403 BOT CHORD B -L=-392/1841, L -M=-123/1184, K -M=-123/1184, K -N=-123/1184, J -N=-123/1184, H -J=-232/1815 WEBS E -J=-224/809, G -J=-571/313, E -L=-224/809, C -L=-571/313 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=293, H=293. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 9-8-0 19-4-0 29-0-0 9-8-0 9-8-0 9-8-0 Plate Offsets (X Y) [13:0-3-3,0-1-8], [H:0-3-3,0-1-81 LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.66 BC 0.52 WB 0.29 Matrix -SH DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.45 0.07 0.10 (loc) J -L J -L H B -L Ildefl >934 >753 n/a >999 L/d 360 240 n/a 240 PLATES GRIP MT20 220/195 Weight: 127 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 3-7-9 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* MiTek recommends that Stabilizers and required cross bracing W2: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10), H=1508/0-5-8 (min.0-1-10) Max Horz B=237(LC 7) Max UpliftB=-293(LC 8), H=-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=-1952/404, D -E=-1932/435, E -F=-1932/435, F -G=-1953/404, G -H=-2253/403 BOT CHORD B -L=-392/1841, L -M=-123/1184, K -M=-123/1184, K -N=-123/1184, J -N=-123/1184, H -J=-232/1815 WEBS E -J=-224/809, G -J=-571/313, E -L=-224/809, C -L=-571/313 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=293, H=293. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job _ Truss ---- _ _ ____ -Truss Type 18-056258T A3 ROOF SPECIAL .__.._. __... -- BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 1-0-0 7-3-0 __ 14-6-0 __ 7-3-0 -� - ,Qty -'',PTY KARTCHNER HOMES SF1369 PRINCETON 10 1 Job -Reference (optional)-_ __.._---- 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 10 10 21:34 018 Page 1 ID:OH9rGEDi ?wXOkfyzlaA8pNySp1 r-JwReYAo2BOJmfsWs7b1ejBF1 im79MxzOkybiFTzHw71 21-9-0 28-9-0 _- -- -- 7-3-0 - 7-6-0 5x6 Scale =1:52.9 3x6 = 3x4 = 4x8 __ 3x4 19-5-0 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in floc) I I/deft >880 Ud PLATES GRIP 360 MT20 220/195 TCLL 35.0 Plate Grip DOL 1.15 i TC 0.66 BC 0.54 Vert(LL) Vert(CT) -0.39 -0.49 -K I -K >704 240 TCDL 7.0 BCLL 0.0 Lumber DOL 1.15 Rep Stress Incr YES WB 0.30 Horz(CT) 0.06 H n/a n/a 240 Weight: 124 lb FT = 20% BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) Wind LL 0.11 H -I >999 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 3-7-7 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E *Except* MiTek recommends that Stabilizers and required cross bracing W2: 2x4 DF Stud/Std be installed during truss erection, in accordance with Stabilizer i Installation guide. REACTIONS. (Ib/size) B=1506/0-5-8 (min. 0-1-10), H=1392/Mechanical Max Horz B=232(LC 7) Max UpliftB=-292(LC 8), H=-256(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2251/402, C -D=-1959/408, D -E=-1938/439, E -F=-1937/441, F -G=-1958/410, G -H=-2248/403 BOT CHORD B -K=-401/1834, K -L=-133/1181, J -L=-133/1181, J -M=-133/1181, I -M=-133/1181, H -I=-253/1809 WEBS C -K=-570/313, E -K=-227/819, E -I=-229/817, G -I=-565/313 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=1b) B=292, H=256. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard P7 KARTCHNER HOMES SF! PRINCETON "Job Truss .Truss Type Y Y 18-056258T A4 GABLE 1 1 Job Referenceloptional)_ ------- - -- - --- - - - - - - -- - 8.110 s Oct 20 2017 Mffek Industries, Inc. Thu May 10 10 21:35 2018 Page 1 BMC WES`i (IDAHO FALLS), IDAHO FALLS, ID 83x02 ID.OH9rGEDi?wXOkfyzlaA8pNySp1r-n6?1 lWogyiRdG052hlZtGPnLh9bL5PwXzcKFnvzHw7k 14-3-0 28-9-0- - -29-9-0 ----- -- 14-6-0 1-0-0 - 14-3--0 Scale = 1:54.6 4x5_ C 7.0012 H 3x4AC AB AA = Z Y X W V U T S R Q 3x4 = 5x6 = I 28-9-0 -- - -- 28-9-0 Plate Offsets (X Y)-- [E:0-3-0.0-3-0] [K:0-3-0,0-3-0], [W:0 -3 -0,0 -3 -01 - LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Ud PLATES GRIP 120 MT20 220/195 TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 P n/r TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 P n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 O n/a n/a Weight: 165 Ib FT = 20% BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std *Except* WEBS 1 Row at midpt H -W MiTek recommends that Stabilizers and required cross bracing ST7,ST6: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. All bearings 28-9-0. (Ib) - Max Horz A=-232(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) A, X, Y, Z, AA, AB, V, U, T, S, R, O, Q except AC=-110(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, W, X, Y, Z, AA, AB, AC, V, U, T, S, R, O, Q FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, X, Y, Z, AA, AB, V, U, T, S, R, O, Q except Qt=lb) AC=110. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 'Job - - -Truss 18-066258T B1 BMC WEST (ibAHO FALLS), IDAHO FALLS, ID 83402 1-0-0 1-0 0 7.0012 Thiss Type Qty ', Ply kARTCHNER HOMES SF13B9 PRINCETON I GABLE 1 1Job Refer_e_n_ce (optional) - - - . 8.1 - 10 s Oct20 2017 MiTek Industnes, Inc. Thu May101 0 :21:37 2018 Page ID:OH9rGEDi? 1 wXOkfyzlaABpNySp1 r-kU7nACgwUJhLW KFRojbLLgthezHbZLagOwpMrozHw7i 5-7-0 _ 11-2-0 12-2-0 , - --- - 57-0 570 1-0-0 Scale = 1:23.5 4x5 D J I H 1.5x4 !; 1.5x4 ! 1.5x4 11-2-0 1.5x4 E LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl TCLL 35.0 Plate Grip DOL 1.15 TC 0.10 I Vert(LL) 0.00 G n/r TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 G n/r BCLL Rep Stress Incr YES WB 0.06 i Horz(CT) 0.00 F n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD OTHERS 2x4 DF Stud/Std F G jo Sheathed or 6-0-0 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. _ REACTIONS. All bearings 11-2-0. (lb) - Max HorzB=101(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s) B, F except J=-131(LC 8), H=-130(LC 9) Max Grav All reactions 250 Ib or less at joint(s) I except B=257(LC 1), F=257(LC 1), J=341(LC 1), H=341(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS C -J=-275/148, E -H=-275/147 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 100 Ib uplift at joint(s) B, F except Qt=1b) J=131, H=130. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 3x4 L/d PLATES GRIP 120 MT20 220/195 120 n/a Weight: 45 Ib FT = 20% Sheathed or 6-0-0 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. _ REACTIONS. All bearings 11-2-0. (lb) - Max HorzB=101(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s) B, F except J=-131(LC 8), H=-130(LC 9) Max Grav All reactions 250 Ib or less at joint(s) I except B=257(LC 1), F=257(LC 1), J=341(LC 1), H=341(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS C -J=-275/148, E -H=-275/147 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) 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 100 Ib uplift at joint(s) B, F except Qt=1b) J=131, H=130. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard o russ toss ype Qty (loc) I/deft L/d F13B9 PRINCETON 18-056258T C1 Common Girder 1 Fy=Reference al MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 n.a on inn r,��To� InA„etrlce Int Thn �Aav 1n 1091'AA 901A Pane 1 BMG WtJ I (IUAHU rALW), IUAnLj rAL o, w oowoz 5-4-6 ID:OH9rGEDi?wXOkfyzlaA8pNySpl r-Chh9NYrYFdpC8UgdMR6atl PlbNSZIc3zfaZV0EZHW7h 10-8-12 1 16-1-2 21-5-8 1 5x8 II Scale = 1:39.8 4x12 G 4x12 11 12x16 MT18H= 4x12 11 Y~ � \ 21-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.21 F -G >999 360 MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.30 F -G >847 240 MT18H 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.81 Horz(CT) 0.07 E n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.11 F -G >999 240 Weight: 249 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 3-2-15 oc purlins. BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800E 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 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 UpliftA=-1539(LC 8), E=-1482(LC 9) FORCES. (lb) - 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, H -J=-2128/10934, H -K=-2128/10934, K -L=-2128/10934, G -L=-2128/10934, G -M=-2014/10899, M -N=-2014/10899, N -O=-2014/10899, F -O=-2014110899, 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=-651/3667 NOTES - 1) 2 -ply truss to be connected together with 1 Od (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 0-5-0 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) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=1539, E=1482. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-4 from the left end to 19-6-4 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 CASE(S) Standard Continued on page 2 18-056258T ICI I Common Girder 8.110 S uC[ Z I D:0 H9 rG E Di?wXOkfyzlaA8pNySp 1 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(B) i= -1378(B) J=-1378(8) K= -1378(B) L= -1378(B) M=-1378(8) N= -1378(B) 0=-1378(8) P=-1378(8) Q= -1378(B) 18-056258T I D2 I Monopitch a ' Job Reference (optional) u 11n n r,)n 9n1 � MiTak Inductripe Inc Thu Mav 10 10:21:39 4-10-8 Scale = 1:13.5 2x4 = -2 -2- 4-1 8-8 4- 0-8 LOADING (psf) SPACING- 2-0-0 CSI. TC 0.34 DEFL. in Vert(LL) -0.03 (loo) I/defl L/d B -D >999 360 PLATES GRIP MT20 220/195 TCLL 35.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.04 B -D >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Matrix -P Horz(CT) 0.00 Wind(LL) 0.00 n/a n/a B **** 240 Weight: 18 Ib FT = 20% BCDL 7.0 Code IRC2015/TPI2014 LUMBER- TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BRACING - TOP CHORD Sheathed or 4-10-8 oc purlins, except end verticals. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std iTek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer [be Installation uide. REACTIONS. (Ib/size) B=343/0-3-0 (min. 0-1-8), D=219/0-1-8 (min. 0-1-8) Max Horz B=90(LC 4) Max UpliftB=-95(LC 4), D=-67(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 18-056258T I D3 I Monopitch I11 2x4 = Scale = 1:11.7 r__ NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 ANSVTPI 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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 3-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 B -D >999 240 BCLL 0.0 * BCDL 7.0 Rep Stress Incr YES Code IRC2015/TP12014 WB 0.00 Matrix -P Horz(CT) 0.00 Wind(LL) 0.00 n/a n/a B **** 240 Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800E 1.6E TOP CHORD Sheathed or 3-10-8 oc purlins, except end verticals. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std ek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer 7be tallation uide. REACTIONS. (Ib/size) 6=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Horz B=76(LC 4) Max UpliftB=-90(LC 4), D=-51 (LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 ANSVTPI 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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard