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HomeMy WebLinkAboutTRUSS SPECS - 18-00296 - 2190 Summerfield Ln - New SFR5q� DO-00-91Eo f_ --i------- __.__._...__..__..._..._...._._.--.._.OD-00-62........._.....--- _-..._....__...._...._..._......---__._ ................._............f .f._--pp_00_4._.->' N ..� \'2J J JJ J J S a�a� III JI III 1 a�a� _III ....III... --'_.1 III j III � ':III �a�a� Nli 9zsnH U00 1 9ZsnH a0ol 9ZSnH H)CI-1 9ZSnH aJal ' 9zsnH L901 :N v v v v v ' v `9 v v v( cNn t`Vn uNi N CAI) Vvi f"n . J J J J J ,•a�Ja1 ^ -- aJal _ a�a� III JI III 1 a�a� _III ....III... --'_.1 III j III � ':III �a�a� Nli 9zsnH U00 1 9ZsnH a0ol 9ZSnH H)CI-1 9ZSnH aJal ' 9zsnH L901 :N v v v v v ' v `9 v v v( cNn t`Vn uNi N CAI) Vvi f"n . J J J J J ,•a�Ja1 ^ -- Z1Ja� aCaI - F _ /ILII �I �-jI 00-00-[ 00-00-42 _-.-- _--.___.......f.00'00-£ N wo k O °cW,czCo nti W w M zaLOo tv-coN QLD YU- 18-6567077 I Al GRD 5x6 = Girder 5x8 = 21 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Indu-- koOBRQTPgzkbO3-tyyJ ubLk6fh-lcl< 23-7-10 5-3-2 1.5x4 11 3x8 = 2018 Page 1 kG298zEH61 Scale = 1:50.5 3x4 11 3x6 = 3x8 = 2x4 11 4x6 = 2x4 II 3x8 = 7x10 = 4-0-0 13-1-6 28-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. Vert(LL) in -0.09 (loc) L I/deft >999 L/d 360 PLATES GRIP MT20 220/195 TCLL 35.0 Plate Grip DOL 1.15 1.15 TC 0.23 BC 0.21 Vert(CT) -0.13 K -L >999 240 TCDL 7.0 BCLL 0.0 Lumber DOL Rep Stress Incr NO WB 0.48 Horz(CT) 0.04 I L n/a >999 n/a 240 Weight: 355 Ib FT = 20% BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.05 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 2x6 DF 180OF 1.6E or 2x6 DF SS BOT CHORD WEBS 2x4 DF Stud/Std *Except* W7: 2x6 DF 180OF 1.6E or 2x6 DF SS REACTIONS. (Ib/size) 1=2265/0-2-8 (min. 0-1-8), B=2348/0-5-8 (min. 0-1-8) Max Horz B=208(LC 8) Max Uplift]=-370(LC 5), B=-366(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3954/647, C -D=-3739/668, D -E=-3135/593, E -F=-3258/450, F -G=-3258/450, H -I=-329/152 BOT CHORD B -N=-622/3308, M -N=-622/3308, M -P=-562/3669, P -Q=-562/3669, L -Q=-562/3669, L -R=-562/3669, R -S=-562/3669, S -T=-562/3669, K -T=-562/3669, K -U=-286/2041, U -V=-286/2041, V -W=-286/2041, J -W=-286/2041, J -X=-286/2041, X -Y=-286/2041, 1-Y=-286/2041 WEBS C -M=-296/210, D -M=-231/1482, E -M=-822/101, E -L=0/454, E -K=-541/173, F -K=-414/178, G -K=-217/1602, G -J=0/410, G -I=-2701/366 Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D -H. Rigid ceiling directly applied or 10-0-0 oc bracing. 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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. ]I; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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 at joint(s) I. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 1=370, B=366. 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. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job. _ Truss TypeQty Ply KARTCHNER S175131 PRINCETON 18-056707T All GRD Half Hip Girder 1 2 Job Reference (optional) bMU Wt51 (IUAFIU FALLJ), IUAMU FALLJ, IU 0,AUL ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-L9Vi6xLMlzprRrrgf 4T jIpTy6�/gD72?aGOObhbzE l6k NOTES - 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 211 Ib down and 156 Ib up at 26-11-4 on top chord, and 779 Ib down and 308 Ib up at 8-0-0, 87 Ib down at 10-0-12, 87 Ib down at 12-0-12, 87 Ib down at 14-0-12, 87 Ib down at 14-114, 87 Ib down at 16-11-4, 87 Ib down at 18-11-4, 87 Ib down at 20-11-4, 87 Ib down at 22-11-4, and 87 Ib down at 24-11-4, and 87 Ib down at 26-11-4 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 Uniform Loads (plf) Vert: A -D=-84, D -H=-84, 6-1=-14 Concentrated Loads (lb) Vert: M= -779(F) 0=-211(F) P= -74(F) Q= -74(F) R= -74(F) S= -74(F) T= -74(F) U= -74(F) V= -74(F) W= -74(F) X= -74(F) Y= -74(F) Job. _ russ Iruss I ype�Qty PlY KARTCHNER SF5B11 PRINCETON 18-056707T A2 �alfl-lip 1 1 TOP CHORD Sheathed or 4-2-3 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E purlins (4-9-8 max.): D -G. WEBS 2x4 DF Stud/Std *Except* Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 MiTek Industries, Inc. Mon May 21 11:28:48 2018 Page 1 ID: RJgPDIWsJCgRAkoOBRQTPgzkbO3-pL34J HM_eHxi2vvR1 nDy1103Av4JsWAjV219D1 zEH6j r1 -0-Q 5-0-0 10-0-016 3-0 22-6-0 28-9-0 1-0-0 5-0-0 5-0-0 63-0 6-3-0 6-3-0 5x6 = 5x8 = 3x4 = Scale = 1:50.7 3x4 11 10-0-0 5x8 = °xc — 3X6 = 28-9-0 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 0.47 BC 0.54 WB 0.42 Matrix -SH DEFL. in Vert(LL) -0.17 Vert(CT) -0.29 Horz(CT) 0.07 Wind(LL) 0.05 (Icc) I/defl L/d I -J >999 360 H-1 >999 240 H n/a n/a I -J >999 240 PLATES GRIP MT20 220/195 Weight: 143 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 4-2-3 oc purlins, except end verticals, and 2-0-0 oc BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E purlins (4-9-8 max.): D -G. WEBS 2x4 DF Stud/Std *Except* BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. WEBS 1 Row at midpt E -J, F -H W2,W5: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=1388/0-2-8 (min. 0-1-8), B=1502/0-5-8 (min. 0-1-10) Max Horz B=256(LC 8) Max UpliftH=-324(LC 5), B=-245(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2306/362, C -D=-1925/340, D -E=-1561/318, E -F=-1499/322 BOT CHORD B -J=-464/1886, J -K=-399/1725, K -L=-399/1725, I -L=-399/1725, I -M=-291/1199, M -N=-291/1199, H -N=-291/1199 WEBS C -J=-376/228, D -J=-37/474, E -J=-405/203, E -I=-473/163, F -I=-64/643, F -H=-1619/397 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. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) H. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) H=324, B=245. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 18.0567077 11F p9-- 6 6-" - - - 15 I Scale = 1:49.9 5x8 5x6 = N _ N 34 1.5x4 1; 5x6- 5x8 1.60 11 12-0-0 17-0-0 22-10.8 28-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in TCLL 35.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.10 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.15 BCLL 0.0 ' Rep Stress Incr YES WB 0.48 Horz(CT) 0.07 BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.05 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 WEBS 2x4 DF Stud/Std `Except' BOT CHORD W1: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS REACTIONS. (Ib/size) G=1392/Mechanical, B=1506/0-5-8 (min. 0-1-10) Max Horz B=192(LC 5) Max UpliftG=-239(LC 9), B=-276(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2325/373, C -D=-1754/302, D -E=-1392/313, E -F=-1752/305, F -G=-2317/375 BOT CHORD B -K=-364/1885, J -K=-364/1885, J -L=-149/1394, 1-L=-149/1394, H -I=-241/1873, G -H=-241/1873 WEBS C -J=-577/249, D -J=-81/428, E -I=-65/385, F -I=-572/251 (loc) Vdefl L/d PLATES GRIP I -J >999 360 MT20 220/195 I -J >999 240 G n/a n/a J >999 240 Weight: 141 Ib FT = 20% Sheathed or 4-0-3 oc purlins, except 2-0-0 oc purlins (5-3-1 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt D4 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) Vasd=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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) G=239, B=276. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 9 18-0567077 i M 1- Hip 7-0.0 5x8 5x6 = N N 28-9-0 4X5 = R J I n 4x5 1.5x4 11 3x4 -- 5x8_ 1.5x4 I I 14-0-0 1540-0 21-10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.11 TCDL 7.0 Lumber DOL 1.15 BC 0.49 Vert(CT) -0.18 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 BCDL 7.0 i Code IRC2015/TPI2014 Matrix -SH 1 Wind(LL) 0.07 LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E *Except*BOT CHORD W6,W5: 2x4 OF Stud/Std WEBS WEDGE Right: 2x4 OF Stud/Std REACTIONS. (Ib/size) B=1506/0-5-8 (min. 0-1-10),G=1392/Mechanical Max Horz B=223(LC 7) Max UpliftB=-290(LC 8), G=-253(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2289/388, C -D=-1593/321, D -E=-1233/324, E -F=-1595/322, F -G=-2280/389 BOT CHORD B -K=-384/1842, J -K=-385/1840, 1-J=-132/1232, H -I=-24011827, G -H=-23911829 WEBS C -K=0/259, C -J=-721/295, D -J=-108/414, D -I=-327/331, E -I=-1441494, F -I=-714/296, F -H=01256 (loc) Well Ud G -H >999 360 G -H >999 240 G n/a n/a G -H >999 240 PLATES GRIP MT20 220/195 Scale = 1:56.3 i� Weight: 150 Ib FT = 20% Sheathed or 3-9-1 oc purlins, except 2-0-0 oc purlins (5-8-9 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt D-1 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) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=290, G=253. 8) 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 18-056707T IAs Common K):RJgf 14-6-0 - 7-3-0 1- 5x6 D a Scale = 1:52.9 3x6 = 3x8 = 5X8 = 45 = 9-7-0 1 19-2-0 LOADING (psf) SPACING- 2-0-0 CSI. G -H DEFL. in TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 240 Vert(LL) -0.36 TCDL 7.0 Lumber DOL 1.15 BC 0.54 >999 Vert(CT) -0.44 BCLL 0.0 " Rep Stress Incr YES WB 0.30 Horz(CT) 0.06 BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Wind(LL) 0.12 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 WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except* W4,W3: 2x4 DF Stud/Std REACTIONS. (Ib/size) B=1506/0-5-8 (min. 0-1-10), F=1392/Mechanical Max Horz B=232(LC 7) Max UpliftB=-292(LC 8), F=-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=-1958/439, D -E=-1934/434, E -F=-2237/401 BOT CHORD B -H=-401/1830, H -I=-132/1182, 1-1=-132/1182, G -J=-132/1182, F -G=-249/1797 WEBS C -H=-571/313, D -H=-229/813, D -G=-224/803, E -G=-566/312 (loc) I/deft L/d G -H >961 360 G -H >780 240 F n/a n/a F -G >999 240 PLATES GRIP MT20 220/195 Weight: 124 Ib FT = 20% Sheathed or 3-6-14 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) 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) 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 at joint(s) except Qt=1b) B=292, F=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 Job. _Truss [B:0-3-3,0-1-8], [F:0-3-3,0-1-81, Truss Type Qty Ply KARTCHNER SF51111 PRINCETON 18-056707T A6 Common 1 1 CSI. DEFL. in (loc) I/deft L/d Job Reference (optional) orvi� vvco i �iunnv �r.�wJ, iunnv rHLW, w 8J9VG b.'1 IUs V ZU ZU If MI I eK maysines, mc. noon May zl 11:ZS:DO z018 rage 1 ID:RJgPDIWsJCq RAkoOBRQTPgzkbO3-6h_ jngSN?QqiO_xnxlrb4VODPjT7?jwl6dyOz7zEH6c r1 -0-Q 7-3-0 14-6-0 21-9-0 29-0-0 30-0-Q 1-0-0 7-3-0 7-3-0 7-3-0 7-3-0 Scale = 1:53.6 5x6 = 3x6 = 5x8 = 5x8 = 3x6 = 9-8-0 1 19-4-0 1 29-0-0 Plate Offsets (X Y)-- [B:0-3-3,0-1-8], [F:0-3-3,0-1-81, [H:0-4-00-3-0],[1:0-4-0.0-3-01 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 0.66 Vert(LL) -0.37 H-1 >934 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.45 H-1 >753 240 BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 F n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.10 B-1 >999 240 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 BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD WEBS 2x4 DF 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=1508/0-5-8 (min. 0-1-10),F=1508/0-5-8 (min. 0-1-10) Max Horz B=-237(LC 6) Max UpliftB=-293(LC 8), F=-293(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2253/403, C -D=-1953/435, D -E=-1953/435, E -F=-2253/403 BOT CHORD B -I=-392/1841, 1-J=-123/1184, J -K=-123/1184, H -K=-123/1184, F -H=-232/1815 WEBS D -H=-224/809, E -H=-571/313, D -I=-224/809, C -I=-571/313 Sheathed or 3-7-5 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=293, F=293. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard O - _I rusS Iruss I ype Qty�Ply KARTCHNER SF51311 PRINCETON 18-056707T A7 Hip 1 1 CSI. DEFL. in (Icc) I/defl Job Reference (optional) bMU WtJ I (IUAMU FALLJ), IUAHU FALLJ, IU 834UZ 8.11U S Oct 2U 2017 MI reK Industries, Inc. Mon May 21 11:28:562018 Pagel I D: RJgPDIWsJCgRAkoOBRQTPgzkbO3-atY5?OS?mkyZ08WzVTMgdj LQa7rmk55uLHhaWZzEH6b ri-0-q 7-0-0 14-0-0 15-0-Q 22-0-0 29-0-0 30-0 Q '1-0-0' 7-0-0 7-M 0-0 7-0-0 7-0-0 -M qi 0 5x6 = 5x8 = 45 = L ^ j I 4x5 = 1.5x4 11 3x8 = 5x6 = 1.5x4 II 7-0-0 14 -M15 -0-q 22-0-0 29-0-0 7 -n -n 7-0-n � 7-0-n 7-n-0 Scale = 1:57.1 iv a Plate Offsets (X,Y)-- rB:0-0-9,Edgel,rE:0-4-0,0-1-111,rG:0-0-9,Edgel,[J:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Icc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.11 J >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.16 I -J >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.07 G n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.07 B -L >999 240 Weight: 151 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 BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E *Except*BOT CHORD W4: 2x4 DF Stud/Std WEBS REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1-10),G=150810-5-8 (min. 0-1-10) Max Horz B=228(LC 7) Max UpliftB=-290(LC 8), G=-290(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2291/388, C -D=-1599/321, D -E=-1238/323, E -F=-1596/321, F -G=-2292/389 BOT CHORD B -L=-374/1844, K -L=-375/1841, J -K=-108/1235, 1-J=-221/1843, G -I=-220/1845 WEBS C -L=0/256, C -K=-718/294, D -K=-139/492, E -K=-318/348, E -J=-109/406, F -J=-721/295, F-1=0/259 Sheathed or 3-10-0 oc purlins, except 2-0-0 oc purlins (5-8-3 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing 1 Row at midpt E -K 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) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) B=290, G=290. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard o - Russ TRuss ype y KARTCHNER SF5611 PRINCETON SPACING- 2-0-0 A8 Hip 71Y 1 I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Job Reference (optional) • - - - --- - — - -- en muusnes, mo. Mon May Z1 1 T.ZB:bb zu1b He 1 ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-XGgsPiUFILCHFSgMcu0li8QocxYHC1 oBobAhaSzEH6Z 1r 0-0 6-0-0 12-0-0 17-0-0 23-0-0 2900 0 0 30-0 Q 1-0-0' 6-0-0 6-0-0 5-0-0 6-0-0 6-0-0 Scale = 1:51.3 5x8 = 5x6 = .A. — - I 3x6 = 1.5x4 11 5x6 = 5x8 = 1.5x4 11 12-0-0 17-0-0 , 23-0-0 1 29-0-0 Plate Offsets (X,Y)— [B:0-3-3.0-1-81, rD•0-4-0 0-1-111 rG:0-3-3 0-1-81 [J:0-3-12,0-3-01, rK•0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.10 K >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.15 J -K >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.07 G n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.05 K >999 240 Weight: 143 Ib 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 No.1 &Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* BOT CHORD W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E WEBS REACTIONS. (Ib/size) B=1508/0-5-8 (min. 0-1 -10), G=1508/0-5-8 (min. 0-1-10) Max Horz B=-198(LC 6) Max UpliftB=-276(LC 8), G=-276(lC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2328/373, C -D=-1757/302, D -E=-1397/313, E -F=-1760/303, F -G=-2328/374 BOT CHORD B -L=-354/1888, K -L=-354/1888, K -M=-139/1397, J -M=-139/1397, 1-J=-221/1888, G-1=-221 /1888 WEBS C -K=-577/249, D -K=-81/427, E -J=-63/382, F -J=-575/249 Sheathed or 4-0-13 oc purlins, except 2-0-0 oc purlins (5-3-1 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing 1 Row at midpt D -J 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) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=16) B=276, G=276. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 0 - russrusS I ype Qty Ply KARTCHNER SF5B11 PRINCETON 18-056707T A9 Hip 1 1 TOP CHORD Sheathed or 4-2-6 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E 2-0-0 oc purlins (5-2-6 max.): D -F. WEBS 2x4 DF Stud/Std *Except* Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.1 t u s Oct 2U 2U1 t MI I eK 1naustnes, Inc. noon May 2'1 1:28:by 2018 Nagel ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-?SEEd2Vu2fK8tcEYAbvXELz_3LsgxWIL1FwE6uzEH6Y r1-0-0� 5-0-0 10-0-0 , 14-6-0 19-0-0 24-0-0 , 29-0-00-0 q 1 0-0 5-0-0 5-0-0 4 6-0 4 6-0 5-0-0 5-0-0 1-0-0 5x6 = 3 = 5x6 x4 = Scale =1:51.3 4x5 = ^ 4x5 = 5x8 = 5x8 = 19-0-0 29-M 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 0.29 BC 0.48 WB 0.33 Matrix -SH DEFL. in Vert(LL) -0.24 Vert(CT) -0.32 Horz(CT) 0.08 Wind(LL) 0.05 (loc) I/defl L/d J -K >999 360 J -K >999 240 H n/a n/a B -K >999 240 PLATES ' GRIP MT20 220/195 Weight: 136 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 4-2-6 oc purlins, except BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E 2-0-0 oc purlins (5-2-6 max.): D -F. WEBS 2x4 DF Stud/Std *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W11: 2x4 DF 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 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=-167(LC 6) Max UpliftB=-258(LC 8), H=-258(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2299/372, C -D=-1933/283, D -E=-1560/290, E -F=-1560/290, F -G=-1933/283, G -H=-2299/373 BOT CHORD B -K=-343/1899, K -L=-226/1740, L -M=-226/1740, J -M=-226/1740, H -J=-231/1899 WEBS C -K=-384/228, D -K=-45/551, E -K=-449/191, E -J=-449/191, F -J=-44/551, G -J=-384/228 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) B=258, H=258. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OTruss fB:0-2-3,0-1-81.f1:0-2-3,0-1-81,[M:0-5-0,0-4-8],[N:0-5-0 Truss Type Qty Ply KARTCHNER SF5611 PRINCETON 18-056707T Al OGRD Hip Girder 1 2 Job Reference (optional) BMG WEST (IDAHO FALLS), IDAHO FALLS, ID BMW 8.11U S UCI ZU 2U1 r MI I eK InaU$tneS, inC. Mon M8y 21 1129:u2 2u16 Page 1 ID:RJgPDI WsJCgRAkoOBRQTPgzkbO3-P1 vNF3XmLaijk3z7rkTEs_bXeYxQ8tUnjD8ujDzEH6V r1-0-0 4-0-0 8-0-0 12-3-7 16-8-9 21-0-0 25-0-0 29-0-0 $0-0 Q 1.0 4-0-0 4-0-043-7 4-0-0 4-0-0 1-0-0 5x6 = 3x8 = 3x4 = 5x6 = Scale = 1:51.3 3x8 i 3x8 2x4 II 3x8 = 7x10 = 4-0-0 8-M 12-3-7 7x10 = 3x8 = 2x4 11 16-8-9 1 21-0-0 1 25-0-0 1 29-0-0 Plate Offsets (X,Y)-- fB:0-2-3,0-1-81.f1:0-2-3,0-1-81,[M:0-5-0,0-4-8],[N:0-5-0 0-4-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.11 M -N >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.16 M -N >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(CT) 0.05 1 n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.06 M -N >999 240 Weight: 342 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 18OOF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins, except BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS 2-0-0 oc purlins (6-0-0 max.): D -G. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) B=2509/0-5-8 (min.0-1-8), 1=2509/0-5-8 (min.0-1-8) Max Horz B=-137(LC 25) Max UpliftB=-461(LC 8), ]=-461 (LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=4261/736, C -D=-4049/754, D -E=-3398/664, E -F=-4056/682, F -G=-3398/664, G -H=-4049/754, H-1=4261/737 BOT CHORD B -P=-698/3570, O -P=-698/3570, O -Q=-693/4059, N -Q=-693/4059, N -R=-693/4059, R -S=-693/4059, M -S=-693/4059, M -T=-656/4056, L -T=-656/4056, K -L=-576/3570, I -K=-576/3570 WEBS C -O=-306/213, D -O=-286/1673, E -O=-1055/138, E -N=0/374, F -M=0/374, F -L=-1049/134, G -L=-286/1672, H -L=-308/214 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 cc. 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. !I; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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) B=461, 1=461. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 779 Ib down and 308 Ib up at 8-0-0 , 87 Ib down at 10-0-12, 87 Ib down at 12-0-12, 87 Ib down at 14-0-12, 87 Ib down at 14-11-4, 87 Ib down at 16-11-4, and 87 Ib down at 18-11-4, and 779 Ib down and 308 Ib up at 20-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job. Truss russ ype Qty ply KARTCHNER SF5B11 PRINCETON 18-056707T A10GRD Hip Girder 1 2 Job Reference (optional) o. i -iv s vcr zv zvi i Mi i eK inausmes, mc. Mon May 21 11:29:02 2018 Page 2 ID: RJgPDIWsJCgRAkoOBRQTPgzkbO3-P1 vN F3XmLaijk3z7rkTEs_bXeYxQ8tUnjD8ujDzEH6V LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -D=-84, D -G=-84, G -J=-84, B -I=-14 Concentrated Loads (lb) Vert: 0=-779(F) N= -74(F) M= -74(F) L= -779(F) Q= -74(F) R= -74(F) S= -74(F) T= -74(F) Job I ruSs rusS I ype Qty Ply KARTCHNER SF51311 PRINCETON 18-056707T 131GRD Hip Girder 1 2 Job Reference (optional) 01MU wco i puHnU rrawl, QUA U rALw, w osvuZ s.r1u s UM 2U 2U1 i M1 i eK industries, Inc. Mon May 21 11:29:05 2018 Page 1 ID:RJgPDI WsJCgRAkOOBRQTPgzkbO3-pcbVt5ZeeV4lbXiiXsOxUcD2WIyHLE9DPBNYKYZEH6S -1-0-0, 4-0-0 8-0-0 12-0-0 16-0-0 20-0-0 24-0-0 25-0-0, 1-0-0' 4-0-0 4-M 4-M 4-0-0 4-0-0 4-0-0 1-0-0 5x6 = 3x8 = 5x6 — Scale = 1:43.0 3x8 = - 11 3x8 = 2x4 II 3x8 = 7x10 = 3x8 = 2x4 11 1 4-0-0 I 8-0-0 1 12-0-0 1 16-0-0 20-0-0 24-0-0 4-0-0 4-0-0 4-0-0 4-0-0 4-0-0 4-0-0 r- 16 C6 Io Plate Offsets (X,Y)-- [L:0-5-0,0-4-81 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 0.17 Vert(LL) -0.12 L >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.18 L >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(CT) 0.05 H n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.07 L >999 240 Weight: 254 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 BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS 2-0-0 oc purlins (6-0-0 max.): D -F. WEBS 2x4 DF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=2181/0-3-8 (min.0-1-8), H=2181/0-3-8 (min.0-1-8) Max Horz B=-65(LC 32) Max UpliftB=-435(LC 4), H=435(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4775/915, C -D=-4532/924, D -E=-4089/863, E -F=-4089/863, F -G=-4532/924, G -H=-4775/915 BOT CHORD B -N=-811/4344, M -N=-811/4344, M -O=-816/4528, L -O=-816/4528, L -P=-816/4528, K -P=-816/4528, J -K=-797/4344, H -J=-797/4344 WEBS C -M=-282/203, D -M=-258/1400, E -M=-710/72, E -L=0/312, E -K=-710/72, F -K=-258/1400, G -K=-284/205 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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=lb) B=435, H=435. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 805 Ib down and 250 Ib up at 8-0-0 , 86 Ib down at 10-0-12, 86 Ib down at 12-0-0, and 86 Ib down at 13-11-4, and 805 Ib down and 250 Ib up at 15-11-4 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 bM(; WtS 1 (IUAHU rALLJ), IUAMU rA LO, IU O3 UL LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -D=-84, D -F=-84, F-1=-84, B -H=-14 Concentrated Loads (lb) Vert: M= -805(F) L= -75(F) K= -805(F) 0=-75(F) P= -75(F) ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-pcbVt5ZeeV4lbXiiX &6x D2Q;,HLE9DPBNYKYzEFi6S e ty y KARTCHNERSF5611 PRINCETON r18 -056707T B1GRD �lwler 1 2 Job Reference (optional) bM(; WtS 1 (IUAHU rALLJ), IUAMU rA LO, IU O3 UL LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -D=-84, D -F=-84, F-1=-84, B -H=-14 Concentrated Loads (lb) Vert: M= -805(F) L= -75(F) K= -805(F) 0=-75(F) P= -75(F) ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-pcbVt5ZeeV4lbXiiX &6x D2Q;,HLE9DPBNYKYzEFi6S OTruss SPACING- Truss Type Qty�Ply DEFL. KARTCHNER SF51311 PRINCETON 18-056707T B2 Hip 1 1 1.15 TC 0.29 Vert(LL) -0.21 G-1 >999 Jab Reference (optional) tlMC: WLS I (IUAHU FALLJ), IUAFIU YALLJ, IU tl34UL o.. iu a -- — i I-- I... iw, iu. m y e i io ye , ID: RJgPDIWsJCgRAkoOBRQTPgzkbO3-Io9t5RaHPpC8DgHu4ZX igmB19Fc4hgNer66s__ _' 1-0-0 5-0-0 10-0-0 14-0-0 19-0-0 24-0-0 25-0-0 1-0-0 5-0-0 5-0-0 4-0-0 5-0-0 5-0-0 45 = 6x8 = Scale = 1:43.0 3x6 3x6 3x8 = 10-0-0 5x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 35.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.21 G-1 >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.37 G-1 >766 240 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.07 G n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH Wind(LL) 0.06 B -J >999 240 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 WEBS 2x4 DF Stud/Std BOT CHORD REACTIONS. (Ib/size) B=1263/0-3-8 (min. 0-1-8),G=1263/0-3-8 (min. 0-1-8) Max Horz B=-80(LC 9) Max UpliftB=-239(LC 8), G=-239(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2395/441, C -D=-1872/300, D -E=-1641/301, E -F=-1871/300, F -G=-2395/442 BOT CHORD BJ= -421/2152, I -J=-175/1641, G -I=-342/2152 WEBS C -J=-554/252, D -J=-28/302, E -I=-38/309, F -I=-554/253 PLATES GRIP MT20 220/195 Weight: 103 Ib FT = 20% Sheathed or 4-1-0 oc purlins, except 2-0-0 oc purlins (5-1-0 max.): D -E. Rigid ceiling directly applied or 10-0-0 oc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) B=239, G=239. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard oI russ ype ty y KARTCHNER SF5611 PRINCETON C1 Tu:ss tch 15 1 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, IU UMUZ o. w w. �� ��,, ,�,,,�,. ,,,���.,,��, ,�,�. . ID:RJgPDIWsJCgRAkoOBROTPgzkbO3-EBHeW7c 69;9_OHC_ae6FrW7z?AYfkf59bCutzEH6P 1-0-0 4-10-8 -0-0 1.0_p 4-10-8 0-1=8 2x4 = Scale = 1:13.5 1c? NOTES - 1) 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 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 4-10-8 4-10-8 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 0.34 Vert(LL) -0.03 B -D >999 360 MT20 220/195 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 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -P Wind(LL) 0.00 B "" 240 Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 4-10-8 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 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=90(LC 4) Max UpliftB=-96(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. ll; 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 Job Truss russ ype ty y KARTCHNERSF5B11 PRINCETON 18-056707T Monopitch 5 1 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 Jab Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 W 4v 4v 1 1' ' " Y " ' '' """ ' aye I D:RJgPDI WsJCgIZ4koOBf2OTPgzkbO3-iNrOjTc9ikaj48?Tmi5teSNkGNMIH6�KpLmTJzEH6O 1.0.0 3-10-8 4 0 P 1-0-0 3-10-8 1 2x4 = 3-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d TCLL 35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 B -D >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -P Wind(LL) 0.00 B **** 240 LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) B=298/0-3-8 (min. 0-1-8),D=165/0-1-8 (min. 0-1-8) Max Horz B=76(LC 4) Max UpliftB=-90(LC 4), D=-51(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 220/195 Scale = 1:11.7 1- Weight: 14 Ib FT = 20% BRACING - TOP CHORD Sheathed or 3-10-8 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) 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 To6 �russ Truss iype 18-056707T CA Diagonal Hip Girder BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 89402 -1-5-0 5-7-8 1 Job Reference 11-3-0 5-7-8 3x6 I D E 3x4 - 2x4 ! 4x5 — F LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.02 TCDL 7.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.03 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(CT) 0.01 BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.02 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 2x6 DF 180OF 1.6E or 2x6 DF SS BOT CHORD WEBS 2x4 DF Stud/Std REACTIONS. (Ib/size) G=725/Mechanical, B=769/0-7-6 (min. 0-1-8) Max Horz B=21O(LC 23) Max UpliftG=-307(LC 8), B=-208(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -I=-1067/280, C -I=-908/288, D -G=-2851170 BOT CHORD B -K=-395/913, H -K=-395/913, H -L=-395/913, G -L=-395/913 WEBS C -H=0/295, C -G=-942/401 21 -11:29:11 2018 Page 1 :A1 hltT6n7gtXBzEH6M Scale = 1:27.2 (loc) I/deft L/d PLATES GRIP H >999 360 MT20 220/195 H >999 240 G n/a n/a H >999 240 Weight: 58 Ib FT = 20% Sheathed or 6-0-0 oc purlins, except end verticals. 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) 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) 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) G=307, B=208. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 Ib down and 21 Ib up at 2-8-7, 81 Ib down and 21 Ib up at 2-8-7, 108 Ib down and 77 Ib up at 5-6-6, 108 lb down and 77 Ib up at 5-6-6, and 142 Ib down and 133 Ib up at 8-4-5, and 142 Ib down and 133 Ib up at 8-4-5 on top chord, and 1 Ib down at 2-8-7, 1 Ib down at 2-8-7, 13 Ib down at 5-6-6, 13 Ib down at 5-6-6, and 47 lb down at 8-4-5, and 47 Ib down at 8-4-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-84, D -E=-14, B -F=-14 Concentrated Loads (lb) Vert: C= -27(F=-14, B=-14) H= -11(F=-6, B=-6) J= -209(F=-105, B=-105) L= -39(F=-20, B=-20) Tnass Tyjie 18-056707T I CJ2 Diagonal Hip Girder ['. ---1-5-Q- —------------- 5-7-8 i -s -o 5-7-8 5x6 i Scale= 1:22.1 D E 3x4 = ac4 11 F 45 = 5-7-8 11-3-0 5-7-8 5-7-8 –� Plate Offsets (X,Y)— [B:0-3-3,0-0-21, [D:0-3-3,Edool LOADING (psf) SPACING- 2-0-0 CSI. t DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.04 H >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.06 H >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(CT) 0.01 G n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -SH Wind(LL) 0.03 H >999 240 Weight: 56 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E TOP CHORD Sheathed or 5-5-4 oc purlins, except end verticals. BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std *Except* -...- - -- - - —� recommends that Stabilizers and required cross bracing W 1: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E be ins be installed during truss erection, in accordance with Stabilizer [installation guide. REACTIONS. (Ib/size) G=750/Mechanical, B=771/0-4-9 (min. 0-1-8) Max Horz B=159(LC 4) Max UpliftG=-249(LC 8), B=-237(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -I=-1427/342, C -I=-1310/350, D -G=-297/148 BOT CHORD B-0-435/1315, H -K=-435/1315, H -L=-435/1315, G -L=-435/1315 WEBS C -H=0/287, C -G=-1279/414 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) 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) G=249, B=237. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 Ib down and 17 Ib up at 2-8-7, 15 Ib down and 17 Ib up at 2-8-7, 33 Ib down and 67 Ib up at 5-6-6, 33 Ib down and 67 Ib up at 5-6-6, and 110 ib down and 114 Ib up at 8-4-5, and 110 Ib down and 114 Ib up at 8-4-5 on top chord, and 1 Ib down at 2-8-7, 1 Ib down at 2-8-7, 15 Ib down at 5-6-6, 15 Ib down at 5-6-6, and 49 Ib down at 8-4-5, and 49 lb down at 8-4-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-84, D -E=-14, B -F=-14 Concentrated Loads (lb) Vert: C= -41(F=-20, B=-20) H= -12(F=-6, B=-6) J= -220(F=-110, B=-110) L= -40(F=-20, B=-20) -- Job Nss I NSS ype KARTCHNER SF no 18-056707T D1 Mopitch 7 1 Job Referen_ce BMC WEST (IDAHO FALLS). IDAHO FALLS. ID 83402------ -----8.110 s Oct 20 2( A -14)-0 1-10.8 2-0-0 1-0-0 1-10 8 0-1-8 1.5x4 1: C LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 TCDL 7.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 7.0 Code IRC2015/TP12014 Matrix -P LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6 BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6 WEBS 2x4 DF Stud/Std l iTek recommends that Stabilizers and required cross bracing l REACTIONS. (Ib/size) D=65/1-10-8 (min. 0-1-8), B=207/1-10-8 (min. 0-1-8) Max Horz B=66(LC 8) Max UpliftD=-25(LC 8), B=-48(LC 8) Max GravD=65(LC 15), B=207(LC 1) 2X4 = 1.5X4 I I Scale =1:10.6 E E DEFL. in ([cc) I/deft L/d PLATES GRIP Vert(LL) 0.00 A n/r 120 MT20 220/195 Vert(CT) 0.00 A n/r 120 Horz(CT) 0.00 n/a n/a Weight: 9 Ib FT = 20% 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. l iTek recommends that Stabilizers and required cross bracing l be installed during truss erection In accordance with Stabilizer Installation guide. 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. Il; 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 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) D, B. 8) 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 18-0567077 E1GRD Comm Girder �1 2 p Job Reference j o tional -------------- -- 1) ........... .. ----- BMC WEST (IDAHO FALLS), IDAHO FAILS, FO 83402 8.110 s Oct 20 2017 Welk Industries, Inc. Mon Mayy ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-TwJ2PCjApBbb1 Nc0ENEIz8jN 1-0-0. _ 5-0-6 __— 10-8-12 16-1-2 21-5.8 1-0-0 54-6 5-4-6 5-4.6 -- 5-4-6 ------ 1 4x5 - I 3x4 = 2x4 11 2x4 11 2x4 2x4 11 - 30 = M L K J I H 4x1211 20 II 7x10 = I1 Scale = 1:45.4 5-4-6 10-8-12 10-" 16-1-2 21-5-8 5-4-6 0 — 5-4-2 -- 5-4-6 Plate Offsets (X Y)- [F:0-7-0,0-0-15], fH:0-5-0 0-5-01 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 0.31 Vert(LL) -0.08 F -G >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.11 F -G >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.01 F n/a n/a BCDL 7.0 Code IRC2015ITP12014 Matrix -SH Wind(LL) 0.04 F -G >999 240 Weight: 270 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. BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std 10-0-0 oc bracing: G-H,F-G. OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 10-9-0 except Qt=length) F=0-5-8. (lb) - Max Horz B=174(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) J, L, M except F=-617(LC 9), 8=-261(LC 20), H=-1315(LC 9), K=-822(LC 20), 1=-1140(LC 20) Max Grav All reactions 250 Ib or less at joint(s) B, I, L, M except F=3193(LC 1), H=6901(LC 1), H=6901(LC 1), K=465(LC 15), J=405(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-202/679, C -D=-232/1428, D -E=-237/1434, E -F=-3360/642 BOT CHORD B -M=-551/208, L -M=-551/208, K -L=-551/208, J-0-551/208, I -J=-551/208, H -I=-551/208, H -X=-487/2841, X -Y=-48712841, G -Y=-487/2841, G -Z=487/2841, Z -AA= -487/2841, F -AA= -487/2841 WEBS D -H=-1733/313, E -H=4613/1002, E -G=-733/4117, C -H=-762/219, C -K=-410/638 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) 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 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, L, M except (jt=1b) F=617, B=261, H=1315, K=822, 1=1140. 11) 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. 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Continued on page 2 Job. russ Truss TypeQty Ply KARTCHNER SF51311 PRINCETON 18-056707T E1GRD Common Girder 1 2 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 MITek Industries, Inc. Mon May 21 11:29:17 2018 Page 2 ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-TwJ2PCjApBbb1 Nc0ENEIz8j3K1bzy9Wl_A2HBIrzEH6G NOTES - 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1378 Ib down and 253 Ib up at 12-0-12, 1378 Ib down and 267 Ib up at 14-0-12, 1378 Ib down and 270 Ib up at 16-0-12, and 1378 Ib down and 270 Ib up at 18-0-12, and 1378 Ib down and 270 Ib up at 20-0-12 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 Uniform Loads (plf) Vert: A -D=-84, D -F=-84, B -F=-14 Concentrated Loads (lb) Vert: G=-1378(8) X= -1378(B) Y= -1378(B) Z= -1378(B) AA= -1378(B) 18.0567077 jFt Conxnon "1-0-0 5-7-0 11-2-0 - 12-2-0__i 1-0-0 5-7-0 5-7-0 1-0 0 Scale = 1:22.8 4x5 = 3x4 = --- - - 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 TCDL 7.0 Lumber DOL 1.15 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr or 2x4 DF -N 1800F 1.6E OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 11-2-0. (lb) - Max Horz B=101(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 Ib 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. ld DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.00 1 n/r 120 MT20 220/195 Vert(CT) -0.00 1 n/r 120 Horz(CT) 0.00 H n/a n/a Weight: 47 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. -------- - --- — -- -- , MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer lnstallation gulde. _ 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. 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 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) 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 0 rUSS PUSS ype y y KARTCHNER SF5811 PRINCETON 18-056707T J1 JACK -CLOSED 19 1 BMC WEST lIDAHCI FAI I Rl InAHl1 FAI I C In uum Job Reference o tional I 0.1lu s uct zu zul i MI I eK Industries, Inc. Mon May 21 11:29:212018 Page 1 ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-MhZYEZmhtQ50W wnTDJh8_teMCMl4Yya4gFPuczEH6C -1-0-0 8-M 3x6 = Scale = 1:28.6 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E TOP CHORD BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD REACTIONS. (Ib/size) C=295/Mechanical, B=485/0-5-8 (min. 0-1-8), D=88/Mechanical Max Horz B=211(LC 8) Max UpliftC=-153(LC 8), B=-70(LC 8) Max GravC=295(LC 1), B=485(LC 1), D=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Sheathed. Rigid ceiling directly applied MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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 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) Refer to girders) 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) B except Qt=1b) C=153. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 8-0-0 Plate Offsets (X,Y)-- (B:0-3-3 0-1-81 LOADING (psf) SPACING- 2-0-0 EFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 -0.22 D -G >434 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 fTC0:.75rVert(LQ ert(CT) -0.35 D -G >271 240 BCLL 0.0 Rep Stress Incr YES orz(CT) 0.01 B n/a n/a BCDL 7.0 Code IRC2015/TP12014 ind(LL) 0.18 D -G >540 240 Weight: 25 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 BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BOT CHORD REACTIONS. (Ib/size) C=295/Mechanical, B=485/0-5-8 (min. 0-1-8), D=88/Mechanical Max Horz B=211(LC 8) Max UpliftC=-153(LC 8), B=-70(LC 8) Max GravC=295(LC 1), B=485(LC 1), D=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Sheathed. Rigid ceiling directly applied MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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 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) Refer to girders) 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) B except Qt=1b) C=153. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard J O ,russ SPACING- fuss ype Qty y ICARTCHNER SF5611 PRINCETON 18-056707T J2 Jack -Open 6 1 1.15 TC 0.51 Vert(LL) -0.05 B -D >999 360 Job Reference (optional) DMV VVCJ 1 tl.—V rHLLJ), IUHnU rr La, w 0C4UL 6.11U s Ua 2U 2U1 t MI I el(Inaustnes, Inc. Mon May 21 11:29:22 2018 Page 1 I D: RJgPDI WsJCgRAkoOBRQTPgzkbO3-gt7wSvmJejDt88VzOwgwgBQsgcmOp_BjJ K.yQ3zEH6B 1-0-0 5-10-15 1 0 5-10-15 Scale = 1:21.7 2x4 = 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 0.51 Vert(LL) -0.05 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.21 Vert(CT) -0.09 B -D >758 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -P Wind(LL) 0.00 B .... 240 Weight: 19 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 BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 180OF 1.6E BOT CHORD REACTIONS. (Ib/size) C=223/Mechanical, B=397/0-5-8 (min. 0-1-8), D=39/Mechanical Max Horz B=161(LC 8) Max UpliftC=-129(LC 8), B=-64(LC 8) Max GravC=223(LC 1), B=397(LC 1), D=96(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Sheathed or 5-10-15 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) 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) 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) B except Qt=lb) C=129. 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. russ Truss Type ty y KARTCHNER SF5B11 PRINCETON 18-056707T J3 Jack -Open 6 1 2-0-0 CSI. DEFL. in (loc) I/defl L/d Job Reference (optional) v E3 (,UAHO FALLS), DAHO FALLS, D 63402 8'11U s Uct ZU 2017 MITek Industnes, Inc. Mon May 21 11:29:24 2018 Page 1 ID:RJgPDI WsJCgRAkoOBRQTPgzkbO3-mGFhtboZALTbNRfM8LsOIcVlkQUsHuh0neT3VxzEH69 1-0-0 3-10-15 1-0-0 3-10-15 2x4 = 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 REACTIONS. (Ib/size) C=132/Mechanical, B=306/0-5-8 (min. 0-1-8), D=25/Mechanical Max Horz B=114(LC 8) Max UpliftC=-80(LC 8), B=-56(LC 8) Max GravC=132(LC 1), B=306(LC 1), D=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% Sheathed or 3-10-15 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) 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) 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) C, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard 3-10-15 3-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 35.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.01 B -D >999 360 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.02 B -D >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 7.0 Cade IRC2015/TP12014 Matrix -P Wind(LL) 0.00 B **** 240 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 REACTIONS. (Ib/size) C=132/Mechanical, B=306/0-5-8 (min. 0-1-8), D=25/Mechanical Max Horz B=114(LC 8) Max UpliftC=-80(LC 8), B=-56(LC 8) Max GravC=132(LC 1), B=306(LC 1), D=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=1' PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% Sheathed or 3-10-15 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) 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) 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) C, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard O Russ nusS ype ty�Ply SPACING- 2-0-0 KARTCHNER SF5B11 PRINCETON 18-056707T J4 Jack -Open 6 1 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 B >999 360 MT20 220/195 Job Reference o ticnal BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 202017 Mi I ek Industries, Inc. Mon May 21 11:29:252018 Pagel I D:RJgPDIWsJCgRAkoOBRQTPgzkbO3-ESo34xpBxebS?bEYi3Nd Ig2Uwpr3OLxA?IDc1 OzEH68 1-0-0 1-10-15 2X4 = Scale = 1:10.4 NOTES - 1) Wind: ASCE 7-10; Vult=115mph (3 -second gust) Vasd=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 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) 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) C, B. 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 1-10-15 1-10-15 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 0.08 Vert(LL) -0.00 B >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 B -D >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -P Wind(LL) 0.00 B **** 240 Weight: 7 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 1-10-15 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. recommends that Stabilizers and required cross bracing ie be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=49/Mechanical, B=213/0-5-8 (min. 0-1-8), D=13/Mechanical Max Horz B=67(LC 8) Max UpliftC=-32(LC 8), B=-49(LC 8) Max GravC=50(LC 15), B=213(LC 1), D=32(LC 3) 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. Il; 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) 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) C, B. 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 p uss y�Hly SPACING- 2-0-0 C HNER SHIM PRINCETON 1056707T 7::��russ (loc) I/deft L/d 5 1 Job Reference o tional TC 0.75 Vert(LL) -0.23 D -G >419 360 MT20 220/195 .. n,.. nn nn�� nllreL In.lucldnc Inr nMn nAw 71 11.9Q97 9n1A Party 1 CMU wCJ I (IUANU rALLAJ, IUAnU rALL.J, IU GO— ID:RJgPDI WsJCgRAkoOBRQTPgzkbO3-ArwpVcgSSGsAEvNxpUQ5N F7ggdPyUFRSTcij6GzEhl66 8-0-0 1 3x6 = Scale = 1:20.4 NOTES - 1) 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 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) 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) B except (jt=1b) C=129. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 8-0-0 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 0.75 Vert(LL) -0.23 D -G >419 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.36 D -G >267 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -AS Wind(LL) 0.16 D -G >601 240 Weight: 24 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. 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 0=294/Mechanical, B=484/0-3-8 (min. 0-1-8), D=89/Mechanical Max Horz B=150(LC 8) Max UpliftC=-129(LC 8), B=-97(LC 8) Max GravC=294(LC 1), B=484(LC 1), D=120(LC 3) 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. ll; 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) 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) B except (jt=1b) C=129. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard o russ russ ype tyIPly SPACING- 2-0-0 KARTCHNER SF5611 PRINCETON 18-056707T J6 Jack -Open 4 1 Job Reference o tional 9n1 A D.— 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-e1UCiyr4DZ_ls3y7NBxKwSgu_1phDihchGRGeizE 65 5-10-15 1 Scale= 1:16.4 2x4 = NOTES - 1) 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 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) 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) B except Qt=1b) C=110. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. LOAD CASE(S) Standard 5-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.06 B -D >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.09 B -D >725 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C nla n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -P Wind(LL) 0.00 B **** 240 Weight: 18 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 5-10-15 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=229/Mechanical, B=391/0-3-8 (min. 0-1-8), D=40/Mechanical Max Horz B=115(LC 8) Max UpliftC=-110(LC 8), B=-82(LC 8) Max GravC=229(LC 1), B=391 (LC 1), D=97(LC 3) 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=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) 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) B except Qt=1b) C=110. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrrPI 1. LOAD CASE(S) Standard Job, rusS Truss Type Qty Ply KARTCHNER SF5B11 PRINCETON 18-056707T J7 Jack -Open 4 1 1.15 TC 0.18 Vert(LL) -0.01 B -D >999 360 Job Reference (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 u. i.i u s uc[ zu zvi it mi i ak incusmes, mc. mon may 21 _i rztrza"is ra e i ID:RJgPD1WsJCgRAkoOBROTPgzkbO3-7E2awlsi_t6uTDXJxuSZSgD9DRBzy9wlwwBgA9zE 64 1-0-0 3-10-15 1-0-0 3-10-15 2x4 = 3-10-15 Scale = 1:12.4 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 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 7.0 Code IRC2015/TP12014 Matrix -P Wind(LL) 0.00 B **** 240 Weight: 13 Ib 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 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 180OF 1.6E BRACING - TOP CHORD Sheathed or 3-10-15 oc purlins. 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 quide. REACTIONS. (Ib/size) C=139/Mechanical, B=299/0-3-8 (min. 0-1-8), D=26/Mechanical Max Horz B=81 (LC 8) Max UpliftC=-69(LC 8), B=-68(LC 8) Max GravC=139(LC 1), B=299(LC 1), D=63(LC 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) C, B. 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 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 u vca cu 20171,11Tnn indust.ics, uw. '—' y — 'd y. ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-3cAKL tyWUMbjWhi2JU1Y51VWEuSQ3Q26EgwF1zEH62 1-0-0 1-10-15 1-0-0 1-10-15 2x4 = M m O Scale = 1:8.3 LUSS toss ype ty y KARTCHNER SF5611 PRINCETON -056707T r18 J8 Jack -Open 4 1 TC 0.07 Vert(LL) -0.00 B >999 360 MT20 220/195 TCDL 7.0 Job Reference o tional BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 u vca cu 20171,11Tnn indust.ics, uw. '—' y — 'd y. ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-3cAKL tyWUMbjWhi2JU1Y51VWEuSQ3Q26EgwF1zEH62 1-0-0 1-10-15 1-0-0 1-10-15 2x4 = M m O Scale = 1:8.3 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) C, B. 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 1-10-15 1-10-15 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 0.07 Vert(LL) -0.00 B >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 B -D >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix -P Wind(LL) 0.00 B "" 240 Weight: 7 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 1-10-15 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=52/Mechanical, B=209/0-3-8 (min. 0-1-8), D=13/Mechanical Max Horz B=48(LC 8) Max UpliftC=-28(LC 8), B=-57(LC 4) Max GravC=52(LC 1), 6=209(LC 1), D=32(LC 3) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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) C, B. 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 18-056707T ILG1 6-5..1 12-10-2 6-5-1 6-5-1 4x5 = D 3x4 // L K J I H 3x4 �, LOADING (pso SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 TCDL 7.0 Lumber DOL 1.15 BC 0.05 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 BCDL 7.0 Code IRC2015/TP12014 Matrix -SH LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E OTHERS 2x4 DF Stud/Std Scale = 1:43.3 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) 0.00 G n/a n/a Weight: 70 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Mitek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Instaliation guide____ REACTIONS. All bearings 12-10-2. (lb) - Max Horz A=-1 92(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) A, G except K=-155(LC 8), L=-185(LC 8), 1=-154(LC 9), H=-185(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, G, J, K, 1 except L=252(LC 15), H=253(LC 16) 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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, G except Qt=1b) K=155, L=185, 1=154, 1-1=185. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard 18-056707T jLG2 ;GABLE �1 1 6-5-1 10-2-4 20-7-15 -- 6-5-1 13-9-3 - - 16:5-11 4x5 D Scale =1:45.9 3x4 ii W V U T S R Q P O N M 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 TCDL 7.0 Lumber DOL 1.15 BC 0.03 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 BCDL 7.0 Code IRC2015/TPI2014 Matrix -SH LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 DF -N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTIONS. All bearings 20-7-15 20-7-15 DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) 0.00 M n/a n/a Weight: 108 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -L. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that SIabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - ji (lb) - Max HorzA=189(LC 8) Max Uplift All uplift 100 lb or less at joint(s) M, U, S, R, Q, O, N except A=-126(LC 6), V=-155(LC 8), W=-185(LC 8), T=-159(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, M, V, T, S, R, Q, O, N except U=277(LC 18), W=250(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D -U=-255/108 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. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) M, U, S, R. Q, O, N except (jt=1b) A=126, V=155, W=185, T=159. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 18-0567077 I, LG3 GABLE yp PIy -- KARTCHNER SF5B11 PRINCETON Job '-Truss Truss T e Qty_ 1 i Job Reference (optional) _ - -- - - - BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 8.110 s Oct 20 2017 MiTek Industries Inc. Mon Mayy 21 11:29:36 2018 Page 1 ID:RJgPDIWsJCgRAkoOBRQTPgzkbO3-PazDOhx5LO_upHZfrt4DE8?NX Fbi5JbnXVNhvFzEHSz -- - - 3 .47-10-8 3-17-4 - 3-114 45 _. H G F � 2x4 ,� 1,5x4 Ii 1.5x4 I 1.5x4 ; 2x4 \ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 TCDL 7.0 Lumber DOL 1.15 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 BCDL 7.0 Code IRC2015/TP12014 Matrix -P LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF -N 1800F 1.6E OTHERS 2x4 DF Stud/Std Rigid ceiling directly applied or 10-0-0 oc bracing. 7-10-8 Scale =1:27.8 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) 0.00 E n/a n/a Weight: 34 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. - -- MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer i Installation _g de___ REACTIONS. All bearings 7-10-8. (lb) - Max Horz A=-104(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-163(LC 8), F=-163(LC 9) Max Grav All reactions 250 Ib or less at joint(s) A, E, G, H, F 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E except (jt=1b) H=163, F=163. 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