The URL can be used to link to this page

Home My WebLink AboutTRUSS - 17-00165 - 244 Jefferson Dr - SFRJob Truss - - _Truss Type - - 'Oty-- _. ply 16-08575. A01 Roof Specie] '2 1, -_.:.. . .__ ____ Job Reference(optionaq__ BMC WEST (IDAHO FALLS) IDAHO FALLS, 1083402 Rum Gros W?bIc Tue Apr110835:4?SPnmege1 ID:VNG34,0 ]mn9slDOgaacyykeaNrBFUJhhFHjOM imn9016Phnb8.000sJWffi2016MTIOM Vlr VKW?bIOCSWX50DaTav475PnnzRgUz -z-0-0 _ _ 5-100 11-8-0 1748-0 -51m- _.•__ ___-____5- 23.4.0 29-2-0 2-0-0 5-10.0_--r_-.. 510-0_. 10-0 _._-,.___. _-_350.037-Oil. Scale = 1:65.2 4x8 F 6.00112 _ 30 ' 48 E� 6x8 d W1 W3 W4 5x8 -- 01 Dom( - H 56 W2 W6 5x8 C W5 -. �'--- WD N B - -� - ' 6x8 - M I o 6 dA `�.. IL 087 _- -.-� 0 3x4'- :- -g 'w 2 J 3x10 p - - - 3x10 - L .- 1.5x4 K5xe - P 207x10 5x8 3.00'72 5-2-0 11.8-0 17-6-D 23-14 27-0.13 31-0-7 3500 5-2.0 66-0 5-10-0 - --- 54.4 3-11-9 --_--- 3 11.9 - 3.114 -- 11 9 -Plate Plate Offsets(X,V)-_[B:0-7-5,0-1.12],[D_0-0-0,0-3-0],[H:0-0-0.0-3-0] (P:0-5-8,0.2-8] - - - -- - - -- ---- - -- - � - -- - -_- _ LOADING (psf) SPACING• 2-0-0 CSI. DEFL. in (loc) I/deb Ud PLATES GRIP TCLL 35.0 Plate Gnp DOL 1.15 TC 0.63 Vert(LL) -0.23 M -N >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Ven(TL) •0.38 N >943 240 - BCLL 0.0 ' Rep Stress Incr VES WB 0.68 Horz(TL) 0.23 1 n/a n/a - BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.11 M -N >999 240 Weight: 19716 FT=20% LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr TOP CHORD Sheathed or 3.3-5 oc pudins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No. 1&Bb BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBB 2x4 OF Stud/Sid *Except' 6-M oc bracing: B-Q,P-Q. W2.W1,W3: 2x4 OF 1800F 1.6E or 2x4 OF No.1&Bir WEBS 1 Row at midpt ; G-0 SLIDER Left 2x8 OF SS 3-0-2, Right 2x8 OF SS 2.6-13 1 MiTek recommends th t Sta IbiIll ` A d REACTIONS. (Ib/size) 1=1546/0-5-8 (min. 0-1-9), Q=2231/0-5-8 (min.0-2-6) Max Horz Q=173(LC 12) Max Upliftl=.335(LC 9), Q=.445(LC e) a zers an secure cross bracing 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. TOP CHORD B.0=-215/779, C -D=•200/892, D -E=-1046/239, E -F=-13901316, F -G=-1388/294, G -H=-3128/594, H -I=-3475/610 BOT CHORD B -Q=-667/265, P -Q=4751257, O -P=-1201848, N-0=21412691, M•N=•208/2600, L -M=-453/2891, K -L=435/2909, I-0-040/2906 WEBS D -Q=-2114/480, O -P=182/1479, E -P=.904/179, E-0=-18/436, F-0=122/533, G-0=-19301383, G -N=-5911331. G.M=.1681327 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2ps1; BCDL=4.2psf, h=25ft; Cat. II; Exp C; enclose, 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 vide will fit between the bottom chord and any other members. 5) Bearing at joint(s) I considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=1b)1=335, Q=445. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSOTPI 1. LOAD CASE(S) Standard Job Truss Truss Type._. -. - Qty _..PI y 16-08575,1 A02 Roof Specal 1 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, 1083402 Run:8, Job Reference(opUc2aj 000- J t 8.000s1 I52016MTekl_dsUIW. Inc. Toeqqppr 110835:442011 PbgsY ID:VNGry6zwclmn9sl00gaacyykeal-IrBFUJhhFHjOM VKW?bIQCS2j5?PaPO?47SPnnzRgUz -2-0-0 _ 5-10-0 11-8-0 17-e-0 -5-10.0 _ 234-0 _-. 28-2-0 350-0 37-0.0 --5.16.0. 2-0-0 5-10-0 5-10-0 5-100 _ .. 5-10-0 4x8 - Scale = 1:69.5 E 6.0012 3xa 4x8-: - OTS:- � 2F '5x8 i, vv N yy1 W3 W4 5x8 d C W2 G W6. W5 " Ti - _ W8 ': 8 W8 W73x.I# Tl o �" .- 4 A HW1R� 1. N 6x8 - - � H R '45x8 dl __ _- _ _ .Q` o'h 3x4 - 3x10 -. J 5x8 ' �} 10 3X4 0 1.5x4 -- 3.00 12 7FJ2 5x8 1-24) 54-0 11-BA 17$0_ _..... -9.40 27-0.13 31.0.7 35.0.0 12-0 4-2-0 _- - 5-10-0'. .23.1-0 5-7.4 311-9 -_- _ _ 311-9 Plate offsets (X,Y }-[B:0-1-11.0-1-3] [CO-0-00-3-0] [GO-0-0,0.3-0],[00-5-4,0-2-8] _. -__- .3119 LOADING (psf) _ SPACING. 2-0.0 CSI. DEFL. in (loc) /deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.28 M 1999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.45 M 1785 240 BOLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0,28 H n/a n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.13 L-M >999 240 Weight: 195 lb FT 20% LUMBER. BRACING. TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr TOP CHORD Sheathed or 3-M oc purlins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Blf BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF Stud/Std *Except* WEBS 1 Row at midpt F-N W2,W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF N0.1&Bit SLIDER Left 2x8 DF SS 2-1-11, Right 2x8 DF SS 2-6-13 - --- _ MiTek recommends Ihet Stabilizers.antl re-mre - - nng be installed during truss erection, in accordance with Stabilizer Installation Aide___3-8 REACTIONS. (lb/size) H=1883/0.5-8 (min. 0-1-12), Q=194914-5-8 (min. 0-2-1), P=145/0.(min, 0-1-8) ---' - - -- -----�-- _ - -- - Max HorzQ=173(LC 12) Max UpliftH=-355(LC 9), Q=-451(LC 8) Max Grav H=1683(LC 1), 0=1949(LC 1), P=216(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. • All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2221947, C -D=-1587/319, D -E=•1728/366, E -F=-1724/365, F -G=-3564/659, G -H=-3883/671 BOT CHORD B -R=-697/265, O -R=-6971265, P -O=-2131670, O -P=-213/670, N -O=-240/1360, M•N=-30813145. L -M=-299/3039, K -L=-506/3251, J -K=-48713262, HJ=49213259 WEBS C -Q=-2399/536, C-0=621763, 0-0=•666)123, D -N=-75/310, E -N 167/937, F -N=21151410. F -M=-103/1543, F -L=-159/304 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable and zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This buss 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 20.0psf on the bottom chord in all areas where a rectangle 3.8-0 tall by 2-0-0 wide will 8t between the bottom chord and any other members. 5) Bearing at joint(s) H considers parallel to grain value using ANS[rrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jl=1b) H=355, Q=451. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Tided-�-piy- 16465754 A03'RoofiRod SDedal 1 _ __. _ ___. - Job Relere1521 8MC WEST (IDAHO FALLS), IDAHO FALLS, ID 03402 -_ Tek-_- Run: 9.000 s Jul 15 2016 Pnnl: 8.000 s Jul 15 2016 MTek IntlusVba.Inc. Tua Apr il 0835:452017 Page 1 ID:VNGry6zwcjmn9slDOgeacyykeal-B11d5fiJObrF_74X4i6XzP71UUKmJuE811BzJDzRgUy 20-0 - 1-8.0 17-6-0 -� ..---s=id-o 23-0-0 2&&0 7 2.0 38-0-0 3-0-05.1"-- 2.0-0 5-t s7ao ..-._.s-i4o ---- ---2 ------Sao-o ----7 4x6 Scale = 1:68.3 E 6.00 12 30 4x8 - D% zTF 0 5x12 d, W1 W3 NIP 5x8 r d' G W2- - W8 - �y5 W1Y T1 W8 B W9 W7 M,T@ B 0 b c Hr ,�/ N 7x10 L H . ¢A - - S1 _..'1 3x4 � 4x9. KIV O P p 1.5x4 12x12 4.12 8x12 1.5x4 5x8 3.00 12 5x12 ---- 1-2-0 5-10-0 11.8-0 17-6-0,_- - 23-1-4 ' 27-0-13 31-0-7 35.0.0 1-24 4$-0 5-10-0 5-10-0 ------ - 5-]-0 _ _ - 311-9__ 3119 311-8-__ Plate Offsets (X,Y)- [8:0.9-1.0-2-0], [C0-5-0,0-3-0], (G:0.4-0.0-3.0), [H:0-2-6.0-2-8] [0:0-514,(--- O 0-5-4 0.LOADING LOADING(psi) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.34 M >999 360 MT20 220/195 TCOL 7.0 Lumber DOL 1.15 BC 0.59 Ved(TQ .0.55 M -N -735 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.34 H n/a n/a eCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.15 M >999 240 Weight: 200 Ib FT 20% LUMBER-- BRACING• __-- -- -- TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.l&Btr TOP CHORD Sheathed or 2-10-2 oc pudins. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&BV BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 20 OF Stud/Std *Except* WEBS 1 Row at midpt C -Q, F -N W2,W1.W3: 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr SLIDER Left 2x8 OF SS 1.11.8. Right 2x8 DF SS 2-6.13 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation REACTIONS. size) H=1821/0 - 0-1-14), 0=195610-5-8 (min. 0-2-1) - -guide. Max(min. MaHorz0=173(LC 12 12) Max UpliftH=368(LC 9), Q=-390(LC 8) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-143/460, C -D=-2146/411, D.E=-2067/398, E.F=-2063/421, F -G=-4004/700, G -H=4296/710 BOT CHORD B.Q=-292/169, P -Q=-391/1765, O -P=-391/1765, 14-0=-327/1883, M -N=385/3606, L -M=-373/3486, K -L=-540/3616, J-0-521/3620- HJ= -526/3617 WEBS C -Q=-2550/480, D-0=398/77, D.N=-298/181, E•N=212/1240, F -N=-2306/429, F -M=139/1765, F -L=-153/274 NOTES - 1) Unbalanced foot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=gimph; TCDL=4.2psf; BCDL=4,2pef; 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 anyother 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 vide wilt fit between the bottom chord and any other members. 5) Bearing at joint(s) H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except gt=1b) H=368, Q=390, 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type .cxY ..Ply.. -. 16-085751 AN . Roof Special 3 1 ' BMC WEST (IDAHO FALLS), IDAHO FALLS,168&mu - Run:I000s Jul 7Prin Job Reference(eptkInan) 82016 t 8.000 s Jul 15 2618 bbTek Industrks Mc Tue Apr 110835.452017 Page i ID VNGry6zwcjmn9slDOgaacyykeal B1k158JObrF_74X4i6XZP7jOUGIJrB81BzJDZR Sol 2-0-0. 3.741. _ 941-0 11-&0, 17$•0 _. __�___ 23-0.0 29-2-0 ---0-Y - _ ��_. __- 3&0-0 _-x.370-0.. 2-0-0 3-7.8 -5-0.0-__14§: 5-100.0 5-10-0- ---I- ---5.1041 5.10-0 2-0-0 �i m 5x12 Vf12 Ti .TM A B JL 3x12 V U 300 1.5x4 Bx12 4x6 = 6.00 X12 G 'tg,�- - 402 3x6 F T2 06 E F D & W7 W2 W9 W5 B3-___ tWB,., , - 802 R Q 2x4 5x8 Scale = 1:66.3 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.l&Btr BOT CHORD 2x4 OF IBOOF 1.6E or 2x4 OF No.l&Btr'Except' B4: 2x4 DF Stud/Std WEBS 2x4 OF Stud/Std'ExcepP - W2,W 1,W3: 2x4 OF 160OF 1.6E or 2x4 OF No.1&Bb SLIDER Left 2x8 OF SS 1.9.3, Right 2x8 OF SS 2.6.13 REACTIONS. (Ib/size) J=1818/0-5-8 (min. 0.1-14),V=1959/0.5.8 (min. 0-2-1) Max Hoa V=173(LC 12) Max UpfifU=-368(LC 9), V=-390(LC 8) BRACING . 3140.7 4x8 1141.0 17-6-0 23-141 H Ud 1-2-0 25-8 6.0-82-0.0 5-10.0 _ - - -6-7.4 - MT20 - 3-11.9 W1 W3 W4 5x8 - - SPACING- 2-" CSI. Vy6 (loc) Well TCLL 35.0 r -1 TC 0.50 Vert(LL) -0.36 O O 97 T4 m P 7x10 N.._ Will J 3x4 < 2> K q!16 H 99 48'. Rep Stress Incr YES M L }, Hom(TL) 0.42 J n/a 1.5x4 12x12 z Code IRC201271P12007 3.00 12 Wind(LL) 0.16 5x12 = -999 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.l&Btr BOT CHORD 2x4 OF IBOOF 1.6E or 2x4 OF No.l&Btr'Except' B4: 2x4 DF Stud/Std WEBS 2x4 OF Stud/Std'ExcepP - W2,W 1,W3: 2x4 OF 160OF 1.6E or 2x4 OF No.1&Bb SLIDER Left 2x8 OF SS 1.9.3, Right 2x8 OF SS 2.6.13 REACTIONS. (Ib/size) J=1818/0-5-8 (min. 0.1-14),V=1959/0.5.8 (min. 0-2-1) Max Hoa V=173(LC 12) Max UpfifU=-368(LC 9), V=-390(LC 8) BRACING . 3140.7 1.2.0 3.741 9.8-0 1141.0 17-6-0 23-141 27-0.13 Ud 1-2-0 25-8 6.0-82-0.0 5-10.0 _ - - -6-7.4 - MT20 - 3-11.9 Plate Offsets (X,Y)-_ 10.7-9,0-.1-81, (C 0 3 10,Edge), ID 0-3-0,Edge], [104-0.0-3-0] tJ.0.2-6.0-2-81[O 0-5-12 0-2-4]_ LOADING (poll - SPACING- 2-" CSI. DEFL. In (loc) Well TCLL 35.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.36 O >999 TCDL 7.0 Lumber DOL 1.15 BC 0.88 Vert(TL) -0.59 O -P >692 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Hom(TL) 0.42 J n/a BCDL 7.0 Code IRC201271P12007 (Matrix) Wind(LL) 0.16 O -999 LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.l&Btr BOT CHORD 2x4 OF IBOOF 1.6E or 2x4 OF No.l&Btr'Except' B4: 2x4 DF Stud/Std WEBS 2x4 OF Stud/Std'ExcepP - W2,W 1,W3: 2x4 OF 160OF 1.6E or 2x4 OF No.1&Bb SLIDER Left 2x8 OF SS 1.9.3, Right 2x8 OF SS 2.6.13 REACTIONS. (Ib/size) J=1818/0-5-8 (min. 0.1-14),V=1959/0.5.8 (min. 0-2-1) Max Hoa V=173(LC 12) Max UpfifU=-368(LC 9), V=-390(LC 8) BRACING . 3140.7 350.0 .. 3119_3-i1-9- Ud PLATES GRIP 360 MT20 220/195 240 n1a 240 Weight: 214 lb FT=20% TOP CHORD Sheathed or 2-10-3 oc purims. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 R at midpt H•P - MITek recommends that Stebilizersand requiretl cross bracing I I be Installed during truss erection, in accordance with Stabilizer _Installation ulde. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-145/450, C -D=-2649/476, 0-E=-2523/488. E -F=-2458/534, F -G=2056/396, G -H=-2055/419, H -I= -3994/699,1-J=-4286/709 BOT CHORD B -V=-317/159, U -V=-97/270, C -T=-120/697, S -T=.581/2256, P -Q=-322/1863, O -P=-382/3595, N.O=-371/3474, M -N=540/3608, L -M=-520/3612, J -L=,525/3609 WEBS C -V=.3240/707, T -V=431/1797, QS= -271/1899, FS= -293/1256, F -Q=.1299/254, F -P=.279/189, G -P=-206/1221, H.P=-2299/427, H-0=-139/1759. H -N=-153/275 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDLW.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 gnp DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunant 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. 5) Bearing at joint(s) J considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verily capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except (It=1b) J=368, V=390. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job.. - Truss -_ -..-Truss Type 16-085754 A05 ROOF SPECIAL BMC WEST(IDAl10 FN.15),IDAHO FALLS. 1000407 - .2-0-0 3.7-0 2-( . - 3-7-8- _ 9-8-0 11-8-0 17-6-0 _- 6-0-e - _20-0 -_ _ 5-10-0 6.00 12 46 H 6y -may--- - Job Reference (optional). - Run: 8.000 s Jul 152016 Pont 8.00 a Jul 15 2016 MITek Industacs, Inc. Tue Apr 1108.35:46 2017 Page 1 ID:VNGry6zwcjmn9slDOgaacyykeal-IEI?J7jynuz6cHfjeOdmVdXt ugZlialXJXWrfzRgUx - _ 2340 29-2-0 35-0-0 __. 5.10.0 27 Scale = 1:68,0 700 - 48 4x6 G T2 3 V.: 3x10 F E W1 W3 W4 5x8 - J 4x12 94 W7.. W2 W6 ,1 46 W9 W5 D W10 T�i72i. .. -B2 - - l 6 �iW1 (-� 03-- WB _- "'. .z P �.. .� T4 67 w d �A 81 rUd 6.16 �'6B --. O 7x10 D Wil K 3x4 ' �- L a .,R ` N " 12.12 5x8 M 5z8 V S R 1.5x4 12x12 a 4x8 2x4 5x12 3.0012 : 5x12 > 1-7.8 3.7-8 9.8-0 11-8-0 17.6.0 -- 23-14 27-0-13 31-0.7 - 35.0.0 _ _ _17-8 2-0-0- 6-0-8 PAA 5-10-_0_ - --37-0 _ _ 91iA 311 4- �--_ 311-8__- Plate Offsets (X,Y)- (D 0 1-8 0.2.011) 0.4 0,03-0], [K 0 2-6 0-2-a],[R 0-8-0,0-2-8), [U 05.1.2 0-0-0� _ . - _ - - -- ----- - - LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Well L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) 0.41 P-0 >999 360 i MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62I Vert(TL) -0.67 P -O >630 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Hoa(TL) 0.46 K n/a We BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.18 P-0 >999 240 Weight: 218 lb FT 20% LUMBER - BRACING• TOP CHORD 2z4 OF 1800E 1.6E or 2x4 OF No.18BV TOP CHORD Sheathed or 2-8-15 oc purlins. BOT CHORD 2X4 OF 180OF 1.6E or 2x4 OF No.18Btr'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B1,B3: 2x6 DF 180OF 1.6E or 2x6 DF SS, 82: 2x8 OF SS WEBS i Row at midpl D -T, G -R, 1.0 WEBS 2x4 OF Stud/Std*Except' W 12: 2x4 DF 1800E 1.6E or 2xt No.18B - -T -com en ----li - - ---- -- MiTek recommends that Stabilizersantl required cross bracing ft 2x6 D3,W SLIDER Left 2x8 DF 1800E 1.6E or SS 1.7-11, Right 2x8 DF SS 2-6-13 x8 - be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) K=1888/0-5-8 (min. 0.1-15), 8=1888/1-7.8 (min. D-2-0) Max HorzB=174(LC 12) Max UpliftK=.377(LC 9), B=.377(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2454/445, C -D=-2360/447, D.E=-3153/574, E -F=-3009/587, F -G=-2939/629, G -H=-2229/427, H -1=-2228/452,1-J=-4218/727, J -K=4496/735 BOT CHORD B•V=-062/1925, T -U-952/4065, F -T=•254/135, O -R=-373/2126, P-0=-028/3828, O -P=-014/3700, N-0=-563/3793, M -N=-543/3794, K4=-548/3791 WEBS 0-T=-1377/445, R -T=-34412186. G -T=400/1770, G -R=-1567/311, G-0=-390/194, H -O=-235/1375, 1-0=-2394/439, I.P=-161/1870, 1-0=-149/261 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf h=25ft; Cal. 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 nonconcunent 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. 5) Beading at joint(s) K considers parallel to grain value using ANSfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joint(s) except Ubm b) K=377, B=377. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type _ -Oty - - .ply 16.085104 AN Roof Special 3 1 . Job Relerenoe a tonal ��_).__ - - --- _- BMC WEST IDAHO FALLS. 10 _..__- - -___ AHO FALLB, 1083402 -_. Run: B.00Bs 1-"__ _- _ y6mcjnrmk lDOq Ju1152018MI?J?jyl,�sl�s.Inc. Tm dXssufolILV< xW Pepe 1 ID:VNGry6zwcjmn9slDOgaacyykeal-1EI4JTrynuz6aFlQeGdmVd%asutollLlJWxWdzRgUx -2-0-0; 3-7-8 9-8-0 114f-0 17-6.0_ . 234-0 29.2-0 36-0.0 ,37-0-0 + : � _ .__ . __- _ _ __-y-_ _ _..__ 2-0-0 3�7-8 6--0-B 2-0-0 5.10.0 5.10-0 6_ 5.10-0 5-10-0 4x6 - Scale = 1:68.0 6.00'12 G 700 T2 4x8 5x8 F H V` E�1 ..- m W1 W3 W4 5x8 . I m 4212 W2 W6 'rl 84 W6 - T1 US W9 , "RVy Ir B V , WB -g 7x10 N 6 81 r1To 10x16- 3z4C ,.� 12x12 .^. 5x8= 1.54 L - a 5xBU R O 12x12 = 0x8 2x4 502 =- 3.00'.12 502 = 3.7-8 9-8-0 11-8-0 17-6-0 23-14 27-0-13 31-0.7 35.0-0 9-7-8 6-0-8 2.0-0 SdPO ,.. 54.4 _ 3119 3119 _ _ Plate Offsets (X,Y) -_ [D:0-1.12,0-2-01, (E:0-3-8,0-2-121,11.0-4-0.0-3-0] (J:0-2-6.0-2-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.41 O -P >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.67 Ven(TL) -0.67 O -P. >624 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Hom(TL) 0.47 J We n/a BCDL 7.0 Code IRC2012ITP12007 (Matrix) Wind(LL) 0.18 0-P >999 240 Weight: 21316 FT = 20% LUMBER- BRACING. TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF NoA&Bir TOP CHORD Sheathed or 2-8-15 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Blr'Excopt' BOT CHORD Rigid ceiling directly applied or 6-0-0 oo bracing. Bi: 2x6 DF 180OF 1.6E or 2x6 OF SS, B2: 2x8 OF $S WEBS i Row at midpt F-0, H -P WEBS 2x4 OFStud/Std 'Ezcepl'i MITek recommends That Stabilizers and required cross bracing W2,W1,W3,W72: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr I be installed during truss erection, in accordance with Stabilizer SLIDER Left 2x6 DF 180OF 1.6E or SB 1.7-11, Right 2x8 DF SS 2-6-13 i Installation guide. _ REACTIONS. (Ib/size) 8=1888/0-5-8 (min. 0.2-0), J=1868/05-8 (min. 0-1.15) Max Hoa B=174(LC 12) _ Max UpliftB=-377(LC 8), J=-377(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-2451/445, C -D=-23581446, D -E=-3110/574, E -F=.28981617, F -G=-2229/427, G -H=-2228/452, H -I=-0218)727, I -J=4496/735 BOT CHORD 8-U=+162/1924, S -T=-938/3951, ES= -2631139, P -Q=-373/2125, O -P=-428/3828, N-0=414/3700, M -N=.563/3793. L -M=-543/3794, J -L=548/3791 WEBS D -S=-1300/442. Q -S=-318/2167, FS= -372/1670, F-0=1491/289, F -P=389/194, G -P=-235/1374, H -P=-2394/439, H -O=-160/1870, H -N=-149/261 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psF h=25ft; Col. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL -1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) J considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0I=11b) 3=377, J=377. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI7TPI 1. LOAD CASE(S) Standard Job _Truss - 16085754 A07 BMC WEST (IDAHO FALLS), IDAHO FALLS. ID 83402 5-10-0 5-10-0 _ --Truss Type _ _ _..Ory. _ _Ply Roof Special 1 1 Job Reference (optional) _- Run 8.000a Jul 152016 Print 8.000 s Jul 15 2016 M ID:VNGry6zwcjmn9slDOgaaryykea 7-7Tax IMusides. Inc. Too Apr 1108:35:47 2017 Page 1 QSNW LkaYC5zDRDv878?2g42w12imr7Rmzg406zRgUw 11$0 17.6-0 234-0 -__._. __ 28-2-0 _ __ _35-0-0_______370-0.; 5-10-0 5-10.0 5-10-0 - 5-10-0 -- 5-10-0 2-0-0 4x6 Scale = 1:63.3 REACTIONS. (Ib/size) H=1583/0-5-8 (min. 0-1-10).P=2020/0-6-8 (min. 0-2-2) Max Hoa P=-179(LC 9) Max UpliftH=-339(LC 9), P=378(LC 8) g . In ccor ancewll tabdrzer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-99/415, B -C=-83/523, C -D=-1196/255, D -E=1482/326, E -F=-1480/316, F -G=-3248/607, 0-H=-3587/622 BOT CHORD A -P=-3411150, N -O=-165/989, M -N=-24112816, L -M=-234/2720, K -L=-463/2990, J -K=-04513008, H -J=-450/3003 WEBS C -P=-1904/414, C-0=-149/1283, D -O=-8351157, D -N=-01395, E -N=-131/116, F -N=-1981/389, F -M=-71/1390, F -L=-1661324 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=glmph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; Cal. II; Fxp 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 buss 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 2A-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=1b) H=339, P=378. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard E 6.00 12 (i7 3x4 4x8 D 2 2F 6x8 Wt W3 . W4 5x8 - C -i G 5x6 lq' W2 : WB W6'--- 5x6 - BT1 Wit - m W8 - T31 A �W'i W7 823 - 03 6x8. L WIO.. H d n 681 N o',o 3x4 Ci �2. d rL 3x10 :P 3x10 :-' J 5x8 L 0 1.5x4 = 2x4 5x8 3.D0, 12 7x10 5-2-0 _. _ -_ - 17.6.0_ 27-0.13 31_-0-7 35-0-0 -11-&0 _ 5.2.0 -_.._ 60-0-- _ 5100.0 _ __. __23-1-0 5-7.4— _' 311-9.. _.-_._-311-9_. .-;--9-11-9-- Plate Offsets (X,Y) - [A:0 -7 -5,0 -t -12j, [G:0-4-0,0-3-0) (O0 5-4,0-2-81 LOADING (psf) SPACING- 2-0-0 CSL DEFL- in (loo) Well Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Ven(LL) -0,24 L -M >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.50 i Ven(TL) -0.39 M >912 240 - BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Hom(TL) 0.24 H nra P/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.11 L -M >999 240 Weight: 194 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Bir TOP CHORD Sheathed or 3-2-8 oc pur ins. BOT CHORD 20 OF 180OF 1.6E or 2x4 OF N0.1&Blf BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2x4 OF Stud/Std'ExcepC WEBS 1 Row at midpt F -N W2,W 1,W3: 20 OF 180OF 1.6E or 2x4 DF No.t&Btr MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 OF SS 34.2, Right 2x8 DF SS 2-6-13 be Installed Burin truss erectiona d h S REACTIONS. (Ib/size) H=1583/0-5-8 (min. 0-1-10).P=2020/0-6-8 (min. 0-2-2) Max Hoa P=-179(LC 9) Max UpliftH=-339(LC 9), P=378(LC 8) g . In ccor ancewll tabdrzer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-99/415, B -C=-83/523, C -D=-1196/255, D -E=1482/326, E -F=-1480/316, F -G=-3248/607, 0-H=-3587/622 BOT CHORD A -P=-3411150, N -O=-165/989, M -N=-24112816, L -M=-234/2720, K -L=-463/2990, J -K=-04513008, H -J=-450/3003 WEBS C -P=-1904/414, C-0=-149/1283, D -O=-8351157, D -N=-01395, E -N=-131/116, F -N=-1981/389, F -M=-71/1390, F -L=-1661324 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=glmph; TCDL=4.2psf, BCDL=4.2psf; h=25ft; Cal. II; Fxp 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 buss 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 2A-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except 01=1b) H=339, P=378. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type _. .. __ _- :.Ob...._.�p)y _._- __. .. _ ___. _ __.. 16-085751 A08 Roof S papal _.._ Job Reference BMC WEST IDAHO FALLS). IDAHO FALLS, 108UO2 152616_MT.0 __ IDun:B."zva 1520t6 PM t ffiea J-7( 2eN 5MTaklODRPO6Inc.-Tve Apr170,iRmz P011P0g01 rye D09 acyykeal-70sNWLkaYCSZD33.9-0 72g4z01005-iRmzg406zRgUw . 5.2.8 - _ , 16-3-0 _ _ ,. _. I -_ 22.1.0 27-11.0 339-0 _ 35-9.0 I.. 52-8 5-2.8- 5.2.8 5.10.0 5-10{1 US - - Scale = 1:63.1 D 6.00 12 6 3x4 4x8 C T2 E 779 y� 5x8 W1 W3 W9 5x8 ' 9 j- F W2 i W6 t� 6x8 TT- WBINSS „ Tq 7x10 _ K m-.:� r' -' W10 - M -YYA9� q 3x4= -' �; H 13 - =.__10 - 11; _. 4x8'- J P 0 N 1.5x4 12x12 3x4 300 5x8 3.WV 5x12 ' 52-8 _ 10.5.0 16-3-0 21-104 25-9-13 29.9-7 33-9-0 52.6 5-2-_8 5.10-0 5-74 1 Plate Offsets (X,V)- [A:0.2.8,0-2-87, [8:0-3-0,0-3-0J, [F:0-4-0.0-3-0], [G:0-2-6.0-2-8) (N 0 5-4,0.2-8)[0:0-3-8,0.14L___ LOADING (pall SPACING- 2-0-0 - CSL DEFL. In (loo) Well Ud PLATES GRIP TCLL 35.0 - Plate Grip DOL 1.15 - TC 0.88 Vert(LL) -0.34 L -999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.59 Ven(TL) -0.55 L-M >739 240 - BCLL 0.0 ` Rep Stress Incr YES WS 0.78 Horz(Ty 0.32 G r/a r1a SCOL 7,0 Code IRC2012rfP12007 (Matrix) Wind(LL) 0.15 L >999 240 Weight: 189 lb FT 20% LUMBER. BRACING- TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.t&Btr TOP CHORD Sheathed or 2.10-1 oc puriins, except end verticals. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.I&Btr BOT CHORD Rigid ceiling directly applied or 9-2.1 oc bracing. WEBS 2x4 DF Stud/Std `Except` WEBS 1 Row at midpt E-M 2X4 DF 180OF 1.6E or 2x4 OF No.i Bir MiTek recommends that Stabilizer a and required cross bracing SLIDER Right 2x8 OF SS 2-6-13 be installed during truss erection. in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) P=1641/0.4-8 (min. 0-1-12), G=1825/0-5-8 (min. 0-1-14) Max Hors P=-211(LC 9) Max UplifiP=-300(LC 8), G=368(1_C 9) FORCES. (Ib) -Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2151/391, B-C=-21391419. C-D=-20761399. D-E=-20741424, E-F=4018/699, F-G=43087708, A-P=45901316 BOT CHORD O-P=-160/275, N-0=-394/1844, M-N=-330/1692, L-M=-389/3619, K-L=-377/3498, J-K=-539/3627, I-J=•52013631, G-I=-52513628 WEBS B-0=403/113, C-N=-369/64, C-M=2967189, D-M=-212/1242, E-M=•23081428, E-L=-14211769, E-K=-1537275, A-0=24171708 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=115mph (3second gust) V(IRC2012)=glmph; 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 hes 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. 5) Bearing at joint(s) G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except gt=1b) P=300. G=368. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrTPI 1. LOAD CASE(S) Standard Job Truss Truss Type '0(y Ply 16-085754 A09 Roof Special 1 1 Job Reference (optional) BMC WEST QDAHD FALLS). IDAHO FALLS, ID 83002 Run'. 8.000 s Jul 15 2016 Print 8.000 a Jul 152016 MiTek Induseles. Inc. Tue AApprr 1108 35.482017 Page 1 ID:VNGry6zwcjmn9slDOgaacyykeal-0oDljhkCJWDgibo6lrfEa2dF91QVH9b dOdwYzRgUv .2." 5-10-0 11.9- _ 0 17-6-0 23-0-0 29-7-0 2240 5-10-0 5-10-0 5.10-0 5.10.0 - 6.3-0 4x6 - - Scale = 1:60.3 E 6.00112 -J- _ 4x8 3x4 F �2 T3 4. 5xB W2 W1 6x8 d C G WB W4 W3 -. - W6 Ti W9 BI W8. A - K -.._ _ - W10 ur -" 6x8.. _ W7 m.d o B HW1 d' L dA- 3z4 -- J ._ N - M 3x10- ;:-_'_�' _B3: -.--f1 _ N . 7x10 5x8 ' 1.5x4 1 H 3.00i 12 5x8 - 3x4 3-11-9 7.11-3 11-10-12 17-6-0 23-40 29.7-0 3-11-9. -_311.9-_. �_-118....._: ._ _ - _ 6-7-0 —_ _ _ _ __• 6_3-0 Plata Offsets (X,Y)- IC:0-4-0,0-3-01, [13:0-2-8,0-2-81 [1:0-5410.2-81 ._. -_5-10-0 LOADING (psQ SPACING. 2-D-0 CSI. DEFL. in (loo) 1/deb Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0,40 Ven(LL) -0.25 K -L >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.40 K >878 240 BCLL O.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.25 H n/a n1a BCDL 7.0 Code IRC20127TPI2007 (Matrix) Wind(LL) 0.15 K -L >999 240 Weight: 169111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.t&Btr TOP CHORD Sheathed or 3-1-12 oc puffins. except end verticals. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.l&Btr BOT CHORD Rigid ceiling directly applied or 7-1-12 oc bracing. WEBS 2x4 OF Stud/Std *Except* WEBS 1 Row at midpt D -J W2.W 1,W3,W 10: 2x4 DF 1800F 1.6E or 2x4 DF No.i&Btr MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 OF SS 2-6-13 beinstalled d t t' b REACTIONS. (Ib/size) B=1622/0-5-8 (min. 0-1.11), H=1436/Mechanical Max Horz B=259(LC 8) Max UpliftB=-335(LC 8), H=-243(LC 9) FORCES. (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-3702/802, C -D=-3371/801, D -E=-15741351, E -F=-1580/374, F -G=1351/242, G -H=-1385/263 BOT CHORD B -N=-873/3103, M -N=868/3106, L -M=-891/3091, K -L=-683/2846, J -K=-704/2945, I -J=-180/1140 WEBS D -L=-141/320, D -K=-290/1451, D -J=-2037/601, E -J=-175/811, F -J=-72/376, F-1=-795/191, G -I=-187/1196 unn9 Russ arse ton, m acro ance w t Stabilizer j Installation guide. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psb h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable and 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 nonconcurrenl with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ft between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except Gt=1b) B=335, H=243. 8) This /mss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI7TPf 1. LOAD CASES) Standard Job Truss Tmss Type Ory, pH - 1&085754 Bot Common it 1 - Job Reference (optional) BMC wEST(IDAHO FALLS). IDAHO FALLS, 1083102 Run:&Ms J.1 15 Print LOW s Ju1152016 MITA ln4usbles,Inc. Tuo q�r1T08:65:18201] Pagel ID:VNGry6zwcjmn9slDOgaacyykeal-bcOljhkCJWDgrboelrfEa2d6h1iNCVJdb dQdwYzRgUv .2-0.0 5-10-0 - 11.8-0 _ 17.6.0 22-11-0 284-0 33.9.0 2-0-0 540-0 5.10-0 5-10.0 _ _ _ - 5-5.0 5S0 - 5-5.0- 4x6 - Scale 1:62,2 F 6.00 [72 3x4 li 3.4: //'� G FT2 �'T3 4 5x6 m H W'I D W2 W3 5x6 5x6. C WS W4W4_. 4%6' Wit -.. W7 4A ... 91 [7. 62 _B3_ E']. Of __ 4x12 M N O L P O K J 5x6 5x8 5x6 4x6 8.54 _ _ 17-6-025.3-12 33-9-0 8-54_.. 9-0-12 Plate Offsets (X,Y)-- [B 0.8.1,Edge], [D.0-3-0.0-3-01, [H:0-3-0.0-3.41, [K:0-3-0.0-3-0] 11-:0.4-0,0.3-01,[M--- 0-3-9 -- - -- --- LOADING (psQ SPACING. 2-0-0 CSI. DEFL. in (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1,15 TC 0.96 Vert(LL) .0.26 L -M X999 360 Mm 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.46 L -M >884 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Hom(TL) 0.11 J n1a n/a BCDL 7,0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.08 L -M -999 240 Weight: 1861b FT=20% LUMBER - TOP CHORD 20 OF 180OF 1.6E or 2x4 OF N0.1&Str BOT CHORD 2x4 OF 1800E 1.6E or 2x4 OF No.1&Btr WEBS 2x4 DF Stud/Std *Except' W5,W2, W 1,W3: 2x4 DF 1800F 1.6E or 2x4 OF No.1 &Btr SLIDER Left 2x8 OF SS 34-5 REACTIONS. (Ib/size) B-1825/0.5.8 (min. 0-1.15), J=1641/Mechamcal Max Ho¢ B=211(LC 8) Max UpliftB=-368(LC 8), J=-300(LC 9) BRACING - TOP CHORD Sheathed or 1-11-14 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-7 oc bracing. WEBS 1 Row at midpt E -L, G -L, H -J MITek recommends that Stabinzers and required cross bracing -1 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. TOP CHORD B -C=-26441472, C -D=-2529/495, D -E=-2366/486, E -F=-1778/390, F -G=-1763/398, G -H=-2156/433, H.I=-340195.1-J=-3231115 BOT CHORD B -M=52712155, M -N=-391/1940, N-0=•391/1940, L-0=-391/1940, L -P=237/1801, P-0=-237/1801, K-0--237/1801, J -K=•308/1836 WEBS E -M=-70/321, E -L=-724/294, F -L=•203/1028, G -L=-586/253, H -J--2045/356 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MW FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL -1.33 3) 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 35-0 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 bass to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except Qt=111) B=368, J=300. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASES) Standard Job 'Truss Tmss Type _._ ___.--'Oty ...Ply.. - 164)85764 1302 Common I1 1 - qqpp job BMC WEST (IDAHO FALlS)IDA5- OALL6, 1083482 155-0 - 0-10-0 6-3- _ Ru IO:VNGry6zwjmn9slDOgeaei�eaale-3 811g4pLhT��pYAAT7F9Mb6lq p4kkODH9A5_zRgU1u 4x8 =- - Scale: 3/16'=1' D 6.00 12 3x4 3x4 . TE 5x6 T B 5x6 °i W2 W1 W3 F J 5x8 c 3x6 .T7 W4 W6 A G 5x6 rr We W6 T 'A9 \. H 4x6.. _- --._.. -_ _. -' _.. ... ___ -'"-'-_-_._-._ �� -- -- - � �- 3x10:1 M L N O K P O J 5X6 - 5X8 = 5x6 --- 8-5-0 16-3-0 253-12 33-9-0 85-0 - - _ 7-9-12 9-0-02 8 5-0 _ Plate Offsets (X,V)- [B:0-3-0,0-341, [F:0-3-0,0-3-41, [H:0 -7 -50 -1 -121,[J:0 -3-0,0.3-0j, [K:0 -4-U,0-3-0] [L.0.3-0.0-3-0] _ LOADING (pap SPACING 2-0-0 CSI. DEFL. in (loo) I/deb L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.15 J -K >720 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.24 J -K >448 240 SCLL 0.0 • Rep Stress Incr YES WB 0.34 HOrz(TL) 0,01 H rda n/a SCOL 7.0 Code IRC2012rTP12007 (Matrix) Wind(LL) 0.01 H -J -999 240 Weight: 186 Ib FT=20% LUMBER. BRACING. TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.l&Btr TOP CHORD Sheathed or 6-0-0 oc pur ins, except end verticals. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2x4 DF Stud/Std *Except' WEBS i Row at midpt C -K, D -K, E -K W2.W1,W3,W5: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr - r -- ---- -- SLIDER Right 2x8 DF SS 3.4-5 be ins rewmmends that Stabilizers-acc required cross bracing be installed during truss erection. In accordance with Stabilizer Installation gubde,_ _ All bearings 33.9-0. (lb) - Max Horz M=211(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) M except L=-207(LC 8), K=-165(LC 8), J=-147(LC 9), H=-181 (LC 9) Max Grav All reactions 250 lb or less atjoint(s) except L=767(LC 19), K=925(LC 1), J=761(LC 20), M=400(LC 19), H=641(LC 20), H=635(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-265179, F -G=-2591152, G -H=487/139, A -M=-2781105 BOT CHORD L -M=.881270, H -J=-25/300 WEBS B -L=-404/224, C -L=-370/108, O -K==470/57, E -K=-281/210, E -J=-333/53. F -J=423/216 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(fRC2012)=91 mph; TCDL=4.2psf; BCDL=4.2psf; h=25S; Cat. II; Exp C; enclosed; MWFRS (envelope) gable and 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 lb uplift at joint(s) M except 01=Ib) L=207 , K=155, J=147, H=181. 6) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Jab Truss - 16.085751 B03 SMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 _-2-0-0 2-7-8 2-U 2-7-8 Truss Type - Wy_._ . Roof Special 1 1 Job Reference (oplional) -par. 0.000 s Jul 152016 Print 6.000 s Jul 1520% MTA Ira/ hies, Inc. Tue Apr 1108: 35:492017 Pagel ID:VNGry6zwclmn9slDOgaacyykealJp 8xllg4pLhTINIJYAT7F91 6cDE)ZkDH9AS_zRgOu 8-2-12 13.10-0 17-G0 _ 23.6.8_ 29.7-0 4x6 - Scale = 1:60.7 6.00112 G 3x4 F T2.-., fl- 3x4 '. H 5x8E W3 �. Wi 4x6 04 -.. 12x16. W6 �q 4x6 W4 W5 C�� 9� WB °2 6 , 32 W8-- -- - a 0 A B1 M 8 X 802 3x10 P 3.10 - L K 0 R J 4x8 4.6 3x10 3x6 2.7-8 8-2-12 13-10.0 218.8 29--7-0 2-7-8 5-7-4 507-4 7168 Plate Offsets (X,Y)-_ [B,.0-7-5,0-1-13], [D:0-6-0.0-2-0], [E;04 -0.0-3-41 [N:0-3-8.0-1-8] LOADING (psri SPACING- 2-0-0 CS]. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Ven(LL) -0.16 N-0 >999 360 i MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.26 N -O >999 240 BCLL 0.0 Rep Stress [nor YES WB 0.76 Hom(TL) 0.16 J n/a Na BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.11 N-0 >999 240 I Weight: 199 lb FT=20% LUMBER- BRACING - _ TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.i&Btr TOP CHORD Sheathed or 3-6-10 oc purlins, except end verticals. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr *Except* BOT CHORD Rigid ceiling directly applied or 10-M oc bracing, Except: B1,133: 2x6 OF 1800E 1,6E or 2x6 OF SS, 32: 2x8 OF SS 5-1.1 oc bracing: O -P WEBS 2x4 OF Stud/Std *Except* 7-114 oc bracing: N.C. W2,W1,W3,W6:2z4 OF 180OF 1.6E or 2x4 OF No.i&BV WEBS IRow at midpl G-K.H-J SLIDER Left 2x6 OF 180OF 1.6E or SS 1-8-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide,. REACTIONS. (Ib/size) B=1622/0-5-8 (min. 0-1-12), J=1436/Mechanical _ Max Horz B=258(LC 8) Max Upli6B=-337(LC 8), J=-243(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-1967/365, C -D=-1825/362, D -E=-2767/570, E -F=-1905/407, F -G=-1816/496, G -H=-1362/336, IJ= -263/119 BOT CHORD B -P=-471/1412, N -O=-1100/3546, M -N=.615/2371, F -M=372/182, K -Q=174/1093, Q -R=-174/1093, J -R=-174/1093 WEBS D -N=-1174/486, E-19=415/354, E4=-927/328, K -M=1841947, G.M=-354/1099, H -K=-116/257, HJ=.1512/252 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2ps1; BCDL=4.2psh h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable and 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.Opst 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 1001b uplift at Joint(s) except Qt=1b) B=337, J=243. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPl 1. LOAD CASE(S) Standard Job Truss Truss Type -_ _- _-'OV--_..ply 16-085754 9e4 Roof Spatial :2 i 1 _ _ _ _ _____ ___. .._ .Job Reference o tonal _ _ _ BMC WEST IDAHO FALLS IDAHO FALLS, - -- --- - - R -A 6.66( --- -- _. - _ _ �9 " ,- -- - t 1 Run8o00s Ju1752018 Prinf8000sJu1152078MiTek lndusM I T- 10a3 es, y i r1 5.502017 Pago1 ID:VNGry6zwcjmn9slDOgaacyykeal-X7VWBMm8r7T.Y4ryU1Fi LVySz9puSxvk7RzRgUt -2-0-0 2-78 8.2-12 13-10-0 17-0-023-6-8 29-7-(1 _ 2-0.0 27-6 _- 5-7-a 5-7.4 _. --. _. 9-8-0 _- - 8.8-8 _ 48 Scale = 1:60.7 6.00-12 G 30 F T2'; _a 3x4 5X8 �.. E W3 W1 46 Bd I 12x18 W6.� 4x6d 1 T7 W7 W45 11 tm i C�� U 8 -O _.. _. M cm - 9A - B11_ N 8z12 � - W2 {854- 3x10 P 3x10 L K O R J 4x8 4x8 3x10 3x6 2.7-8 _ 8.2.12 13-10-0 21.84 29.7-0 _ 2.7-8 54-4 - 5-7-4 7.10-8 7 10.6 - Plate Offsets (X,Y} [Bd)-7-5.0-1-13( [D0-6-0,0-2-0] [E:0-4-0.0-3-4], [N:0-3-8.0-1-0] - _ - - - - --- --- LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (toe) I/deg LtdPLATES GRIP TCLL 35.0 Plate Grip DOL 7.15 TC 0.93 Vert(LL) -0.16 N -O >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 1 BC 0.94 Vert(TL) -0.26 N-0 >999 240 - BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.16 J n/a n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.11 N-0 >999 240 1 Weight: 1991b FT=20% LUMBER- ___- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr TOP CHORD Sheathed or 3-6-10 oc purlins, except end verticals. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.i&Blr'Excepl' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B1,B3: 2x6 DF 180OF 1.6E or 2x6 OF SS, B2: 2x8 DF SS 5-1.1 oc bracing: 0-P WEBS 2x4 DF Stud/Std'ExcepP 7.11-0 ac bracing: N -O. W2,W1,W306: 2x4 DF 180OF 1.6E or 2x4 DF No.l&Btr WEBS 1Raw at mlept G-K,H-J SLIDER Left 2x6 DF 180OF 1.6E or SS 1.8-0 ----- - - ---- --- ----. MiTek recommends that Stabilizersantl required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) B=1622/0-5.8 (min. 0-1-12).J=1436/Mechanical Installation guide. Max Horz B=258(LC 8) Max UpliftB=-337(LC 8), J=-243(LC 9) FORCES. (lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-19671365, C -D=-1825/362, D -E=-2767/570, E -F=-19051407, F -G=1816/498, G -H=-13621336, W=-2631119 BOT CHORD B -P=-07111412, N-0=-1100/3546. M -N=-615/2371, F -M=-372/182, K-0=-17411093, O -R=-174/1093, J -R=-174/1093 WEBS D -N=-11741486, E -N=-451354, E -M=.927/328, K -M=1841947, G -M=.35411099, H -K=-116/257, H -J=-1512/252 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10: Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psh 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 et between the bottom chord and any other members, with BCDL = 7.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Ql=1b) B=337, J=243. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10,2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard Job Truss 940-5 Truss Type - 'Ory -'Ply 16-085759 805 Plate Offsets (X,Y)-- [8:0-8-1,Edge],[D;0-3-0,0-3-01,[10-4-0,0-34],[K:0-3-0,0-3-0] Carunon LOADING (psf) 7 1 CSI. TCLL 35.0 _ _ _ TC 0.71 _ _ I_Job Reference (optional) BMC WEST 11bAH0 FFLLal.10A110 FALLS. 10 93402 BCLL 0.0 ' Run: S.060" 15 2018 PrinC 8.000s Jul 152016 LtiTak In4ustries.lm. Tue Apr 110&35:502017 Pape I ID:VNGry6zwc]mn9slDOgaacyykea1-X1YWBMmSr7TY4vyUtFiifft -2-0-0 54&0 11-8-0 17E0 oVOmEYu5xvk7RZRgUt 23,&B 2-0-0 510-0 5-10-0 _ _•_-_._ -5-100_----.. _29-7-0 _6-0-0 _•._.... _- 6 -OA MT20HS Horz(TL) 0.07 1 4x6 = Scale = 1:60.3 n/a Wind(LL) 0.06 F >999 240 6.00112 - 30 - 3x4 r FTS T3 G J.'. 5x6 0 d, 4x6 d D W2 W7 W3 W5 H ( . E 5x6 W4 5x6 C W7 qq iHVdT3 W5 R a B w ABI-- ' _• 4x12 K L M J N O 1 5x6 = 5x8 _. 6x12 Mf20HS= LUMBER - TOP CHORD 20 DF 180OF 1.6E or 2x4 OF No.1&Btr BOT CHORD 2x4 OF 180OF 1.6E or 20 OF No.1&Bir WEBS 20 OF 180OF 1.6E or 20 OF No.l&Btr *Except* W6,W4: 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 3-0-0 REACTIONS. (Ib/size) B=1622/0-5-8 (min. OAA2), 1=1436/1dechanical Max Hoa B-259(LC 8) Max UpliftB=-336(LC 8),1=-243(LC 9) 17-6-0 940-5 9105 _.. _... Plate Offsets (X,Y)-- [8:0-8-1,Edge],[D;0-3-0,0-3-01,[10-4-0,0-34],[K:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. TCLL 35.0 Plate Gnp DOL 1.15 TC 0.71 TCOL 7.0 Lumber DOL 1.15 BC 0.66 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 BCDL 7.0 Code IRC20127TP12007 (Matrix) LUMBER - TOP CHORD 20 DF 180OF 1.6E or 2x4 OF No.1&Btr BOT CHORD 2x4 OF 180OF 1.6E or 20 OF No.1&Bir WEBS 20 OF 180OF 1.6E or 20 OF No.l&Btr *Except* W6,W4: 2x4 DF Stud/Std SLIDER Left 2x8 DF SS 3-0-0 REACTIONS. (Ib/size) B=1622/0-5-8 (min. OAA2), 1=1436/1dechanical Max Hoa B-259(LC 8) Max UpliftB=-336(LC 8),1=-243(LC 9) 17-6-0 29-7-0 7-7-11 12-1-0 DEFL. in (loc) I/deft L/d PLATES Vert(LL) -0.44 IJ >798 360 MT20 Vert(TL) -0.83 W >426 240 MT20HS Horz(TL) 0.07 1 n/a n/a Wind(LL) 0.06 J -K >999 240 Weight: 1651b BRACING- TOPCHORD BOTCHORD WEBS FORCES. (Ib) -Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-22821426, C -D=-2141/447, D -E=-1918/399, E -F=-1360/305, F -G=-1364/326, G -H=-252/62, H -I=-282/104 BOT CHORD B -K=-532/1828, K -L=-377/1582, L -M=-377/1582, J -M=-37711582, J -N=-184/1073, N -O=-184/1073,1-0=-184/1073 WEBS D -K=-2671186, E -K=571285, E -J=-7391294, FJ= -1361640, G -J=-141/259, G -I=-1443/297 GRIP 220/195 165/146 FT = 20% Sheathed or 3-1-11 oc pudins, except end verticals. Rigid ceiling directly applied or 9-1-6 oc bracing, 1 Row at midpt E -J, GJ, G-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) V(IRC2012)=91mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MW FRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 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 20.0psf 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, 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 lb uplift at joint(s) except (jl=1b) 8=336, 1=243. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASES) Standard Job - __.-- (Truss --- - 16-085751 401 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 6-0-8 64" 6.00 12 -'TmsTpe Cwnmon '.1 12-1-0 _ _ 17-11-023-9-0 6-0-8 � 5-10-0 5-10-0 4x6 - C IID Scale = 1:6D.3 LUMBER- BRACING. TOP CHORD 2x4 OF 180OF 1.8E or 2x4 OF No.1 &Bir TOP CHORD Sheathed or 3-9-12 oc purlins, except end verticats. 3x4 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 OF No.i&Blr'Except* 3x4 '. MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x8 OF SS 3-4-4 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) L=1181/11-0-0 (min. 0-1-8), G=1475/0-5-8 (min. 0-1-9). K=402/0-3-8 (min. 0.1-8) Max Horz L=-259(LC 9) Max UpliftL=-275(LC 8), G=-354(LC 9) Max Grav L=1181(LC 1), G=1475(LC 1), K=544(LC 2) B T1 ' � 12 Q .el . � 6i 4x6 1 � 1� 5x6 A W6 W2 W1 W3 , E Wil p 5x8 W7 ,T3 d+ W6 G B3 HN"2��" c H 4 _ B1 02 - 3 _ -J. L - M - N- K J 0 P I 4x12 5x8 5x8 5x8 10-9-0 12-1-0 19-&11 29,7-0 10-40__ __ Plate Offsets(X,Y)--[E:0-3-0,0-3-01,[G.-O-8-1,Edgej,[IO-000-3.0],[J 0-0-00-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loo) Udell L/d I PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.28 K -L -460 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(TL) -0.46 K -L >282 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.32 Hom(TL) 0.06 G n1a We BCDL 7.0 Code IRC2012ITP12007 (Matrix) Wind(LL) 0.07 I -J >999 240 Weight: 165 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 OF 180OF 1.8E or 2x4 OF No.1 &Bir TOP CHORD Sheathed or 3-9-12 oc purlins, except end verticats. BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.i&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 OF No.i&Blr'Except* WEBS t Row at midpt B -J, D -J, B -L W4,W6: 2x4 OF Stud/Std MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x8 OF SS 3-4-4 be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) L=1181/11-0-0 (min. 0-1-8), G=1475/0-5-8 (min. 0-1-9). K=402/0-3-8 (min. 0.1-8) Max Horz L=-259(LC 9) Max UpliftL=-275(LC 8), G=-354(LC 9) Max Grav L=1181(LC 1), G=1475(LC 1), K=544(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-10331366, 3-0=10281345, D -E=-1667/432, E -F=-18791479. F -G=20191458, A -L=-259/107 BOT CHORD L -M=-2121853, M -N=-212/853, K -N=-212/853, J -K=212/853, J-0=-187/1318, O -P=-187/1318, I -P=-16711318, G -I=-30111603 WEBS C -J=-172/325, D -J=-780/288, D -I=-49/365, E -I=-290/183, B -L=-11671331 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(1RC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf; h=2511; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 pat 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 lb uplift at joint(s) except (jt=1b) L=275, G=354. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type 1e -0057M 001 Common BMC WEST(IDAHOFMAX), I64OFALLS,1003102 -�-- ---- B-0-0 a d 5x6 5x6 B A 412 6.00 12 1.5x4 C T1 -Oiy... Ply 4 5x6 - Scale = 1:43.3 D 1.5x4 E TI 2< 8-0-0 164).024.0-0 _ _-_8-0.0. ..-.8-0-0 Plate Offsets (X,Y)- _[A;0-3-8,Edgej, [G 0-8-1,EAge],_[H:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deb L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Verl(LL) .0.18 H-1 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Ven(TL) -0.28 H-1 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.13 Horz(TL) 0,05 G n/a n1a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Wind(LL) 0.04 H-1 >999 240 Weight: 120 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.16Btr TOP CHORD Sheathed or 4-7-11 oc pur ins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 SBV BOT CHORD Rigid ceiling direclly applied or 10.0-0 oc bracing. WEBS 20 DF 1800E 1.6E or 20 DF No.tdeb'Except• MiTak recommends That Stabilizers and required uoss bracing W2: 2z4 DF Stud/Std be installed during buss erection, In accordance with Stabilizer SLIDER Left 2x8 DF SS 3.5.7, Right 2x8 DF SS 3-5-7 ! Installation guide. REACTIONS. (Ib/size) A=1176/0-5-8 (min. OA -8),G=111176/0-5-8 (min. 0-1-8) Max HorzA=118(LC 8) Max UpliftA 219(LC 8), G=-219(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-1821/319, B -C=.1700/338, C.D=-15691349, D -E=-1569/349. E -F=17001338, F -G=-18211320 BOT CHORD A -I=.316/1463,1 -J=-135/1096, J -K=-135/1096, H -K=-135/1096, G -H=-198/1483 WEBS D -H=143/503, E-11=-372/218, D -I=.143/503, C -I=-372/218 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psF h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.0psf 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, with BCDL = 7.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (p=1b) A=219, G=219. 6) This truss is designed in accordance with the 2012 International Residential Code sections R502.11,1 and 8802.10.2 and referenced standard ANSUfPI t. LOAD CASE(S) Standard Job - - - -Truss 16-0857M '002 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 03402 .2-0.0 2.0-0 4 r Truss Type Coamwn Structural Gable 6-0-0 600 6.00 12 5x12 o- C T1 12-0-0 a-" ST4 3x4 ST1 SITS W3 ST2 W2. O P 46 3x4 3x4 8-0-0 Plate Offsets (X,Y)- [C:0 -5 -12,0 -1 -121,[D:0.8 -0,0-7-0j [E:04-12kf1 W[L LOADING (pso SPACING- 2-0-0 TCLL 35.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 7.0 Code IRC2012/IPI2007 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.i&Btr BOT CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1&Bir WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std _. _.._ ,OH ...Ply 2 1 Job Reference (optional) - _ Run: 8.0005 Jul 152016 Print SLOW s Jul 152016 MiTak induseles,Inc. Tue Apr 1108: 35: 522017 Paye 1 ID:VNGry6zwcjmn9sIDOgaacyykea 1-UNgGZ2niNkjFKC6tykAlunsdJ"ROIAvFOr3JzHgUr le -G-0 24-0-0 26.0-0 --8.0.0 60-0 - 2-0-0 606 902 MT18H Style = 1:56.1 D STS ST5 5x12< E 'yW1 T1 ,• sn .ti 'tel W1 ST4 1 ST6 ST6 19 T3 �STi.. I W2 ST2 W3' O; - F AF 3x4 3x4 f9 M AG L K J I H 2x4 CSI. DEFL. in (loo) I/deft TC 0.69 Ven(LL) -0.06 P_Q >999 BC 0.26 Ven(TL) -0.13 P -Q >999 WB 0.95 Holz(TL) 0.01 H n/e (Matrix) Wind(LL) 0.02 P -Q >999 BRACING - 2400 L/d PLATES GRIP 360 MT20 220/195 240 Nil 220/195 n/a 240 j Weight: 1761b FT = 20% TOP CHORD Sheathed or "-0 oc pur ins, except and verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer _ Installation guide. -_ REACTIONS. All bearings 12-5-8 except (jt=length) Q=0-5-8, 0=0-3-8. (lb) - Max Hom Q=124(LC 12) Max Uplift All uplift 100 lb or less at joint(s) O except Q=.216(LC 8), H=168(LC 9), N=-117(LC 1), L=-243(LC 9) Max Grev All reactions 250 lb or less aljoint(s) N. M, K, J. I, O except Q=913(LC 1), H=514(LC 20), L=1155(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-320/94, C -D=-684/222, D -E=-16/303, B -Q=-526/186, F -H=-436/196 BOT CHORD P -Q= -202f698. P-AF=.14/284, O -AF= -14/284, N-0=-14/284, N-AG=.14/284, M -AG= -14/284, L -M=-14/284 WEBS D -L=-864/189, E -L=4611240. D -P=-151/491, C -P=-406/223, C -Q=604/118 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2psf: h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlrTPI 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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 !Rall 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. 9) Provide mechanical connection (by others) of Iruss to bearing plate capable of withstanding 100 lb uplift at joints) O except 0=1b) 0=216 , H=166, N=117, L=243. 10) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPI 1. LOAD CASE(S) Standard Job .Truss __. .TmssType----___. Oty --Pry 16-085751 003 Common Ql r 1 _ 2..Job Reference (optional) _ _ — 62 _... -Bed WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 - Run:8,000 GrysJul152016Og 6.600sJul15 aDen oL82 I6yMhea,IF.Tue Apr 11U3553201] Rq1 ID:VNGry6z15-5.2 slD -1-11 y16.10. 20.6-L4 22-3.7 2H5K7zj7xAU8K8v70bmzRgUq 1.8.9 362 1-8.9 1-8.9 1-8-9 14&7 72-0-0 13$9 1-&9 i1-1-11.16-8.9 2P6-14 22-3-7 24-0-0 1-8-9 - 1-8-9 - td -9 147-9 1-8-9 1-8-9 1459 1-8-9- 1-8-8 - 1-8-9 1-9-9� � i -B-9- � 1-8-8 1 1.8-9-� 1.5x4 n 6.00'12 46 3x4 E D T1 W1 6z16 C :9 W3 W2 W2 W3 H17/ W/ W9 We W5 W4 W4 W5 W6 W7 A J''--1 W8 2 Wit ¢C , Z AA Y 12x 1'2 3x10 6x8 9x12 MT18H 4x8 H 4x8 -- G 0x8 48 '- F _. J 46 = T1 3x4 L 1.5x4 C M W8 W9 W10 AS X AC V U TAD S AE R AF O 6x8 5x6 5X6 12x12 8x12 MT20HS 6x8 5x6 6x8 - 6x16 N O 1 �.HW1 d P 1202' 3x10 Scale: 114"=1' LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&13ir BOT CHORD 2x6 OF 180OF 1.6E or 2x6 DF SS WEBS 2x4 OF Stud/Std'Except* W i s 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr SLIDER Left 2x6 DF i800F 1.6E or SS 1-10-3, Right 2x6 OF 160OF 1.6E or SS 1-10.3 REACTIONS. (Ib/size) A=10062/0-5-8 (min. 0-5-6),0=10190/0-5-8 (min. G-5-7) Max HorzA=116(LC 27) Max UplifIA=-19D4(LC 8), 0=1929(LC 9) BRACING - TOP CHORD Sheathed or 2-10-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1499111824, B -C=-15555/2955, C -D=-1650412972, D -E=-14766/2827, E -F=-1363412622, F -G=-1245212407, G -H=-11195/2185, H -1=-1119612185,1-J=-12449/2407, J -K=13677/2630, K -L=-14808/2836, L -M=-1547112965, M -N=-15522(2949, N -O=-14922/2816 BOT CHORD A -Z=-2239/11405, Z -AA= -2239/11405, Y -AA= -2239111405, Y -A6=-2599113574, X -AB= -2599/13574,X -AC= -2492/13167, W -AC= -2492/13167, V -W=-2282/12194, U -V=-2035/11039, T-1.1=-2000/11037, T -AD= -2219/12233,5 -AD= -2219/12233, S -AE= -2396/13205, R -AE= -2396/13205, R -AF= -2484/13578, O-AF=2484113578, P -Q=-2121111379, O -P=-2121/11379 WEBS H -U--1735/8951. I -U=-29741839, I -T--772/3834, J -T=-3631/768, J -S=-73113643. K -S=-2518/539, K -R=454912770, L -R=-824/212, L-0=-1821863, N -Q=-531/2918, N -P--172/980, G -U=-2980/640, G -V=-774/3844, F -V=-3508/745, F -W=705/3507, E.W=-25181539, E -X=-548/2768, D -X=.896/226, D -Y=-203/968, B -Y=-52612924, B -Z=-187/1040 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'0°) nails as follows: Top chords connected as follows: 2x4 -1 row at 04-0 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5)All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t 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 (jl=1b) A=1904, 0=1929. Continued on page 2 1-8.9 _ 4-0-0 6-145 M-14 143-7 12-40 13A-9 1552 200" 22-3.7 24-0.0 1.8-9 2-3-7 2.145 1.8-9 18-9 - 1419 i-8-9 1-&9 _17-1-11 ._ -18- 2-_10_-_5 4 -2-7 -- i 6r$ Plate Offsets (X,Y)- [0:05-B,Edga], [q:0-1-3,11.4.4] [R:0-3-8,0-4-e][S 0-6-0,0-4-i� X[ 0 3-8�0-4-BJ LY 0 3-3,044] _— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well 1./d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.28 S -T -999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.89 Ven(TL) -0.44 S -T >650 240 MT20HS 1651146 BCLL 0.0 Rep Stress Incr NO WB 0.85 Hou(TL) 0,15 O n/a n/a MT18H 220/195 BCDL 7.0 Code IRC2012/TP12007 (Matdx) Wind(LL) 0.14 W -999 240 Weight: 424 lb FT=20% LUMBER - TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&13ir BOT CHORD 2x6 OF 180OF 1.6E or 2x6 DF SS WEBS 2x4 OF Stud/Std'Except* W i s 2x4 OF 180OF 1.6E or 2x4 DF No.1&Btr SLIDER Left 2x6 DF i800F 1.6E or SS 1-10-3, Right 2x6 OF 160OF 1.6E or SS 1-10.3 REACTIONS. (Ib/size) A=10062/0-5-8 (min. 0-5-6),0=10190/0-5-8 (min. G-5-7) Max HorzA=116(LC 27) Max UplifIA=-19D4(LC 8), 0=1929(LC 9) BRACING - TOP CHORD Sheathed or 2-10-6 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1499111824, B -C=-15555/2955, C -D=-1650412972, D -E=-14766/2827, E -F=-1363412622, F -G=-1245212407, G -H=-11195/2185, H -1=-1119612185,1-J=-12449/2407, J -K=13677/2630, K -L=-14808/2836, L -M=-1547112965, M -N=-15522(2949, N -O=-14922/2816 BOT CHORD A -Z=-2239/11405, Z -AA= -2239/11405, Y -AA= -2239111405, Y -A6=-2599113574, X -AB= -2599/13574,X -AC= -2492/13167, W -AC= -2492/13167, V -W=-2282/12194, U -V=-2035/11039, T-1.1=-2000/11037, T -AD= -2219/12233,5 -AD= -2219/12233, S -AE= -2396/13205, R -AE= -2396/13205, R -AF= -2484/13578, O-AF=2484113578, P -Q=-2121111379, O -P=-2121/11379 WEBS H -U--1735/8951. I -U=-29741839, I -T--772/3834, J -T=-3631/768, J -S=-73113643. K -S=-2518/539, K -R=454912770, L -R=-824/212, L-0=-1821863, N -Q=-531/2918, N -P--172/980, G -U=-2980/640, G -V=-774/3844, F -V=-3508/745, F -W=705/3507, E.W=-25181539, E -X=-548/2768, D -X=.896/226, D -Y=-203/968, B -Y=-52612924, B -Z=-187/1040 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'0°) nails as follows: Top chords connected as follows: 2x4 -1 row at 04-0 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3 -second gust) V(IRC2012)=91 mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5)All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 0t 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 (jl=1b) A=1904, 0=1929. Continued on page 2 Job Truss TrassType ----- _IXy.. .P1 Y 16-085759 D03 Common G(Ner t - ---Z,Jeb Refeqptional)BMC WEST (IDAHO FALLS). IDAHO FALLS. 1083402 urt - J18Pnn1a0kcI1920 Inc Tue Ar11-0� - v Pep3 NOTES- ID:VNGry6zwcjmn9slDOgaacyyea1-yaDenDoL82s6yMh3YOFPH5K7zj7rAU8K87ObmRgUq 9) This truss Is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVFP1 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1627 lb down and 314 Ib up at 2-0-12, 1627 Ib down and 314 Ib up at 4A-12, 1627 It, down and 31416 up at 6-0-12, 1627 Ib down and 314 Ib up at 8-0-12, 1627 lb down and 314 Ib up at 10-0-12, 1627 lb down and 314 It, up at 12-0-12, 1627 Ib down and 314111 up at 14-0-12,1627 b down and 314 Ib up at 16-0-12, 1627111 down and 314 Ib up at 18-0-12, and 1627 Ib down and 314 Ib up at 20.0-12, and 1627111 down and 314 lb up at 22-0-12 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=1.16, Plate Increase=1.16 Uniform Loads (plf) - Vert: A -H=-84, H-0=-84, A-0=-14 Concentrated Loads (Ib) Vert: U=-1627(8) 0=-1627(B)P=-1627(8)V=-1627(B)Y=-1627(B)AA=-1627(B)AB=-1627(8)AC=-1627(8)AD=A627(B)AE=-1627(B)AF--1627(8) Job Truss Truss Type 16085754 004 Common Girder 8MC WEST (IDAHO FALLS), IDAHO FALLS, 1083462 - - - - 1-8-9 3-5-2 5-1-11 6-10.5 8614 10-3-7 1.8-9 1-8-9 1-&9 * 1-&9 1.8-9-- 141-9 6.00 12 4x6 r 3x4 E 3 D T1 pt x4 pt kJ .Ory _...Ply 2 Job Reference (optional) Run: &066 s JN 152016 qaa B 0665 - m O_k zvR zZWGF6Inc. Tae Apr N U1 MTN 2017 Rage 1 ID:V -8-9 . 15.r,2 0017-1-11 eel-0mn0 kpz0.6-14 JG22.3.7 JSC4-0-0 wTNZIxBCZRgUp 12-0-0 1&69 1 8-9 17 1-11 16.10-5 -f4:r @1.s -q 24-0-0 18.9 - 1.6-9 � 1-8-9 •- 169 7-8-9 - 1A•9 -'-'1-8-9-- 6x8 H 5x6 ' i 6x12 . u 5x6 -- Gj�- � 1.5x4 �.. i F J i ! � - _ 3x8 606 C W7 We HIM V49 Wit A I� W14 W13 W12 W71 W70 % n C7' -81-F1 i- Bz72- AA AB Z AC Y AD X AEW, 2x4 4x6 30 3X6 4x6 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr BOT CHORD 2x6 OF 180OF 1.6E or 2x6 OF SS WEBS 2x4 DF Stud/Std *Except* W 1: 2x4 DF 1SOOF 1.6E or 2x4 OF NoA&Btr SLIDER Left 2x6 OF 180OF 1.6E or SS 1-10-3, Right 2x6 DF 180OF 1.6E or SS 1.10-3 W4 W2 W1 W3 W5 V U AF 46 12x12 Scale = 1:44.4 3x4 L 3x4 M W7W8- 1.8.9 3-5-2 5-1-11 6-10-5 12-0.0 15-5-2 _3_5-2__•-- _ 1-8-9 1-8-9 1-8-9 1-8.9 Plate Offsets (X,Y)-- [0:0-5-8,Edge) LOADING (psf) SPACING 2-0-0 TCLL 35.0 Plate Grip DOL 1.15 TCDL 7.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr NO BCDL 7.0 Code IRC2012tTP12007 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr BOT CHORD 2x6 OF 180OF 1.6E or 2x6 OF SS WEBS 2x4 DF Stud/Std *Except* W 1: 2x4 DF 1SOOF 1.6E or 2x4 OF NoA&Btr SLIDER Left 2x6 OF 180OF 1.6E or SS 1-10-3, Right 2x6 DF 180OF 1.6E or SS 1.10-3 W4 W2 W1 W3 W5 V U AF 46 12x12 Scale = 1:44.4 3x4 L 3x4 M W7W8- 1037 --_- 12-0.0 15-5-2 _3_5-2__•-- • 6x16 1-6-9 1 0 9_ N CSI. INTO W77 - \ 0 TC 0.66 Ven(LL) -0.25 W72 W73 W1..'__' BC O ,_. Q W14 MNi © -B2 © 4 T AG S AH R Al G P (Matrix) Wind(LL) 0.12 8x12• 1202 3x6 = 3X41 3x6 = 2X4 8.6-14 7.8-9 1037 --_- 12-0.0 15-5-2 _3_5-2__•-- 17-1-11 18-10-5 20614 22-3-7 24-U -r- -.—. .. 1-6-9 1 0 9_ 144 CSI. DEFL. In (loc) Well L/d PLATES GRIP TC 0.66 Ven(LL) -0.25 W -999 360 MT20 220/195 BC 0.74 Vert(TL) -0.39 V -W >733 240 WS 0.88 Horz(TL) 0.13 O Ne Na j (Matrix) Wind(LL) 0.12 W >999 240 Weight: 42116 FT=20% BRACING - TOP CHORD Sheathed or 3-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=8935/0.5-8 (min. OA -12), 0=9063/0.5-8 (min. 0-0-13) Max Horz A=116(LC 8) Max UpliftA=-1588(LC 8), 0=-1611(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-13179/2331, B -C=-13499/2414, C -D=-13614/2444, D -E=-13035/2349, E -F=12095/2192, F•G=-11038/2011, G -H=-9915/1826, 1-1-1=-9919/1828, IJ= -12242/2253, J -K=-12218/2211, K -L=-13027/2349, L -M=-13608/2443, M -N=-13437/2404, N-0=13189/2336 BOT CHORD A-AAx1861/10019, AA -AB= -1861/10019, Z -AB= -1861/10019, Z -AC= -2200/12070, Y -AC= -2200/12070, Y -AD= -2188/12154, X -AD= -2188/12154, X -AE= -2068/11633, W -AE= -2068/11833, V -W=-1895/10814, U -V=-1685/9786, U -AF= -1646/9754, T -AF= -164619754, T -AG= -1967/11649, S -AG= -1967/11649, S -AH= -2070112144, R-AH=2070/12144, R -A1=-2074/12015, O -AI= -2074/12015, P -Q=-1752/10041, O -P=-1752110041 WEBS B -AA= -111/643, B -Z=45212698, C -Z--347/68, D -Y=-208/1117, D -X=-1136/253, E -X=430/2280, E -W=-2126/442, F -W=-595/3128, F -V=-3125/636, G•V=-85813421, G -U=-2882/559, H -U= -1446/7924,1-U=-2575/552, t -T=-781/3978, K -T=-19861425, K -S=-381/1978, L -S=-1082/241, L•R=209/1126, M -R=-46/260, M -Q=445/86, N -Q=439/2597, N -P=-1221720 NOTES - 1) 2 -ply truss to be connected togetherwith 10d (0.131"0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.7.0 oc. Bottom chords connected as follows: 2x6 .2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - i row at 0-94) 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; Vul1=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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 8t 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) except fit=lb) A=1588, 0=1611. Continued on page 2 Job NOTES-- ---Tniss---__---- Truss Type-_ ____ ID:VNGI zwcJmn9sI002[ Job RReJu1152016P TekllMuelries lnc. �TuleAprH 06 95 54 2017 Pepe 2P 18A05754 004 Gammon Ginter BMC WEST (IDAHO FALLS) IDAHO FALLS, 1069402 Run:6.1100 a JuH52016 Pdnl a keal-0mn0 k zvM zZWGF85me sCY7NY.TNZ�8CzR U 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI i. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1422 lb down and 257 lb up at 2-0-12, 1422 Ib down and 257 lb up at 4.0.12, 1422 Ib down and 257 lb up at B-0-12, 1422 lb down and 257 lb up at 8-0-12, 1422 lb down and 257 Ib up at 10.0.12, 1422 Ib down and 257 Ib up at 12-0-12, 1422 Ib down and 257 lb up at 14-0-12, 1422 Ib down and 257 lb up at 16-0.12, 1422 Ib down and 257 Ib up at 18.0.12, and 1422 lb down and 257 Ib up at 20-0.12, and 1422 lb down and 257 Ib up at 22-0-12 on bottom chord. The designtselection 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 (plp Vert: A -H=$4. 11-0=44, A -O=-14 Concentrated Loads (lb) Ven: V=-1422(B)U=-1422(8) P=-1422(8)AB=-1422(B)AC=-1422(B)AD=1422(8) AE= -1422(8) AF--1422(8)AG=-1422(B)AH=-1422(8)AI=-1422(B) Job 'Truss Truss Type Oty 'Ply - - - 16.085754 E01Common 1 1 Job Reference Ioptional) _ BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83,102 -- - - Run:8.01106 J.1-15 2016 Prim 8.000. Jul 152016 bMTek lndnstri...Inc. Tue AriflI :35542017 Pape/ ID:VNGry6zwcjnm9slDOgaacyykeal-OmnO kpzvM zZWGF65megJsHf7TEv6zTNZN8CzRgUp 4-9-0 9-6-0 14-3-0 19-0-0 21.0-0 2-M 4.9.0 49 _ 0 - 480 , - _ - 4-9.0 Scale = 1:37.6 4x6 - E L 6.00 12 1.5x4 1.5x4 D F c j axis T1 T1 W1 G 5x6 /D W2 W2 e HW7 HW7 H g� 4x12 J - 4x12... 5.8 - 96-0 19-0-0 Plate Offsets (X,Y)- [8:0-8-1,Edga],_[H 0-8-1,EdgeJ, (J:0-0-0,0.3-0)- LOADING (psf) SPACING. 2-0-0 CSI. DEFL in (loc) 1/deb L/d PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.10 SJ -999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.20 SJ -999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Hoa(TL) 0.03 H Na We BCDL 7.0 Code IRC2012/TP12007 (Matrix) Wind(LL) 0.02 J >999 240 Weight: 98 lb FT 20% LUMBER- BRACING - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1 &Bir TOP CHORD Sheathed or 5-5.11 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 OF No.1&Btr BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud/Std - _._- - ----- - - - - - - - - - MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x8 OF SS 2-8-74, Right 2x8 OF SS 2-8-14 be installed during truss erection, in accordance with Stabilizer l Installallon guide, _ REACTIONS. (Ib/size) B=1104/0-5-8 (min. 0-1-8),H=1104/0-5-8 (min. 0-1-8) Max Hoa B=102(LC 8) Max UpliftB=-229(LC 8), H=-229(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1334/239, C -D=-1213/256, D -E=-1011/203, E -F=-1011/203. F -G=1213/256, G -H=-1334/239 BOT CHORD B -J=-222/1020, H -J=-120/1020 WEBS E -J=-34/364. FJ= -291/172, D -J=-291/171 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=4.2ps1; h=25ft; Cal. 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 nonconcurmnt 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 34i-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) B=229, H=229. 6) This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE($) Standard Job Truss_-TrussTaH v -e ___. __ - ___TQt_y_ SPI --ii ----- rAApp � BMC WEST(IDAHO F&I-S). IDAHO FALLS, ID 83412 Common Supponea GaGa Run&ON 6iwlcj52016DOgaacOW J Job Reference pT.k Ind ln. An,11 3555501-7lo U mn9s -2-0-0 9�&o 19-0-0 2100 2-0-0 9.6.0 Scale = 1:37.9 4x6 G C Y X W V U F H 3x4 6.00 12 LOADING (psf) SPACING- 2-04 CSL DEFL. In (loo) Udell Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.37 Ven(LL) -0.05 M n/r 120 i MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Ven(TL) -0.07 M n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hom(TL) 0.00 N n/a n/a BCDL 7.0 Code IRC 2012/TP12007 (Matrix) Weight: FT- 99 Ib 20% 9 - LUMBER- BRACING - D Ti TOP CHORD Sheathed or 10-0-0 oc pudins, except end verticals. BOT CHORD 2x4 OF 1800E 1.6E or 2x4 DF No.1 BBtr BOT CHORD J 'T1 WEBS 2x4 OF Stud/Std -- — - - - - - -- - -- - ---- act ng -- Mi Tek recommends that and required cross bracing S1T5 StTd STO Installation guide.. REACTIONS. All bearings 19-0-0. 3x4 C - ST3ST9 (lb)- Max Horz Y=102(LC 8) - -. K -..,, 3x4 ST2 Max Grav All reactions 250 Ib or less at joint(s) U. V. W. X, S, R, Q, O except Y=352(LC 19), N=352(LC 20), T=277(LC 1) ST2 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. L STI TOP CHORD B -Y=-317/81, L -N=-317/72 i9 VVVVVVVVVVVVV� Y X W V U T 6 R O P O N 3x4 19-0-0 LOADING (psf) SPACING- 2-04 CSL DEFL. In (loo) Udell Ud PLATES GRIP TOLL 35.0 Plate Grip DOL 1.15 TC 0.37 Ven(LL) -0.05 M n/r 120 i MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Ven(TL) -0.07 M n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Hom(TL) 0.00 N n/a n/a BCDL 7.0 Code IRC 2012/TP12007 (Matrix) Weight: FT- 99 Ib 20% 9 - LUMBER- BRACING - TOP CHORD 2x4 OF 1800F 1.6E or 2x4 DF No.1 BBtr TOP CHORD Sheathed or 10-0-0 oc pudins, except end verticals. BOT CHORD 2x4 OF 1800E 1.6E or 2x4 DF No.1 BBtr BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 OF Stud/Std -- — - - - - - -- - -- - ---- act ng -- Mi Tek recommends that and required cross bracing OTHERS 2x4 DF Stud/Std rection, I be installed during truss erection, in accordance with Stabilizer Installation guide.. REACTIONS. All bearings 19-0-0. - - (lb)- Max Horz Y=102(LC 8) Max Uplift All uplift 1001b or less at joint(s) Y. N, U. V, W. X. S. R. O, O Max Grav All reactions 250 Ib or less at joint(s) U. V. W. X, S, R, Q, O except Y=352(LC 19), N=352(LC 20), T=277(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -Y=-317/81, L -N=-317/72 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=115mph (3 -second gust) V(IRC2012)=91mph; TCDL=4.2psh BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MW FRS (envelope) gable and 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 ANSIrTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0.0 vide will 0t 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) Y, N, U. V. W, X, S, R, O, O. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job -Truss - Truss Type - 'Oty Ply - - 16-085751 Got Common SWporled Geble 2 1 - Job Reference loptional) BMC WEST (IDAHO FALLS), IDAHO FALLS, 10 83,102 Run 8.000 s Jul 15 2616 Print 8.000 "115 15 2016 Wei, Industries, Inc Tue Apr 1108 35 55 20W Page 1 ID:VNGry6zwcjmn9slDOgaacyykea"LPB4gbgf6gBgrSfpMMWPRSWuleaedbDcVgezRgUo -2 0-06-0-0 _. _ _�—__ 14-0-0 2-011.. 8-0-0 —_.---_..___—.__._ —�._ _ Scale = 1:25.5 4x6 = E 6.00 12 D- F o C T, 0 b 8T3 T,. � 3x4! ST2 ST2 3x4 B H ST1 ST1 ,. q ® 4 ^A .. :�:----.__-]:.-- ------411- ;��-- P O N M L K J 12.0.0 1204 LOADING (pal) SPACING- 2.0-0 CSI. DEFL In (loo) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.05 1 Mr 120 MT20 220/195 TCOL 7.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.07 1 ntr 120 BCLL 0.0 ' Rep Stress Incr VES WB 0.08 Horz(TL) -0.00 J n/a Ma BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight: 57 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 DF 18OOF 1.6E or 2x4 DF No.1&Bu TOP CHORD Sheathed or 10-0-0 oc purlins, except end verticals, BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No. 1&Btr BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS OTHERS 2x4 DF Stud/Std 2x4 OF Stud/SItl —ends that rs recommends that and required cross bracing be ins rection, in be installed during truss erection, in accordance with Stabilizer REACTIONS Installation guide._ --- ----- . All bearings 12-0-0. (lb). Max Horz P=-71(LC 9) Max Uplift All uplift 100 Ib or less st jolnt(s) P, J, N, O, L, K Max Gray Al reactions 250 Ib or less at joint(s) N. O, L, K except P=325(LC 19), J=325(LC 20), M=300(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -P=-296/82, H.J=.296/89 WEBS E -M=273/0 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=115mph (3 -second gust) V(IRC2012)=91 mph: TCDL=4.2psh BCDL-4.2psf; h=25f : Cat. It: 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 (name] 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-M oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrenl 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) P. J, N, O, L, K. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Sugar City, ID SPECIAL INSTRUCTIONS: Date 04/11/17 Page 1 8/D # 16-085754 QUOTE NO TAX) FORM (NON -ITEMIZED) I T/C PITCH SALES REP John Roberts Merrill Construction (IF) � o J01 08/24/16 building Metertnle and T ENG. BY Construction Services o Idaho Falls Shelley ,Job Harrop 3715 Bombardier Ave. 580 N. Stale Name Idaho Fells, ID 83402 Shelley, ID 83274 PRICE PRICE Office: (208)523-6691 Office; (208)357-3468 Model: 2 Fax: 208 522-6459 Fax: 208 357-7466 ( ) ( I 35-00-00 Lot# Subtliv: 02-00-0 02-00-00 1 DELIVERY INSTRUCTIONS: Sugar City, ID SPECIAL INSTRUCTIONS: Date 04/11/17 Page 1 8/D # 16-085754 JOB # I T/C PITCH SALES REP John Roberts I CANTILEVER BY DATE BID J01 08/24/16 LAYOUT UNIT I ENG. BY ORDER DATE Confirmed-/ - dquested Plant Location: JOBSITE PHONEp Date elivery Date 1400 Roof Trusses PROFILEI LABELI CITY I T/C PITCH L SPAN I CANTILEVER I OVERHANG BRACING I NOTES I UNIT I TOTAL BIC PITCH /C LM BIC LM LEFT RIGHT LEFT RIGHT #ROWS PRICE PRICE A01 2 6 0 00 35-00-00 '.05-02-0 02-00-0 02-00-00 1 'd6h�tll 3.0.00 mor : A02 1 6.0.00 35-00-00 01-02-0 02-00-0 '02-00-00 1 -�, 3.0.00 1---- A03 1 6.0.00 35-00-00 01-02-0 02-00-0 '02-00-00 2 -� 3.0.00 of A04 3 60-00 35-00-00 01-02-0 02-00-0 02-00-00 1 3.0.00 :u DF .1 A05 1 6000 35.00-00 '01-07-0 02-00-0 02-00-00 - 3 -� 3.0.00 I A06 3 6.0,00 35-00-00 02-00-0 02-00-00 2 -- 3.0.00 2.1.1 :mD A07 1 6.0.00 35-00-001 05-02-0 02-00-00 — - —: 3.0.00 1.1.1 z.. DF Aoa 1 6.0.00 33-09-00moF 02-00-00 1 3.0.00 x.. DF A09 1 6.0.00 29-07-00 02-00-0 1 3.0.00 I..F r.DF Bol 11 00.00 33-09-00v 02-00-0 3 Boz 1 6.0.00 —— 33-09-00 ! — 0z -o0-00 3 0.0.00 � B03 1 600.00 29-07-00 _ 02-00-0 20. - --- -II .� .00 bD. 804 2 6.0.00 29-07-00 02-00-0 2 0.0.00 :. DF ..F 805 7 60-00 29-07-00 02-00-0 3 0.0.00 C01 1 6-0-00 29007-00nF 02-00-00 3 0.0.00 D01 4 6.0.00 24.00-00 0 0.0.00 ,a � D, D02 2 6.0.00 24-00-00 02-00-0 02-00-00 0 0.0.00 D03 1 2 0 ---- ---. -; D04 1-2 6.0.00 2400-00D �.---...---� -. _. Eat 1 6.0.00 19-00-00 ----. 102-00-0 02-00-00 ---0- 0 —-- — - ---'� 0.0.00 1.a, of Eoz 1 6.0.00 19-00-00 02-00-0 02-00-00 0 0.0.00 D. 2.1.1 G01 2 6.0.00 12-00-00 02-00-0 02-00-00 0 0.0.00 D. Items QTY ITEM TYPE DESCRIPTION NOTES PRICE PRICE IN, POP I 0 Bw7ding Mstenals and Conadveuon servlcea Idaho Falls Shelley 3715 Bombardier Ave, 580 N. Stale Idaho Falls, ID 83402 Shelley, ID 83274 Office: (208) 523-6691 Ol (208) 357-3468 Fax: (208) 522b159 Fax: (208) 357-7466 1PI Sugar City, ID 0 QUOTE (NO TAX) FORM (NON -ITEMIZED) Date 04/11/17 Page 2 DELIVERY INSTRUCTIONS: SPECIAL IN ORDER DATE/ 7 Confirmad / / :quested / / Plant Location: JOBSITE PHONE k Date :livery Date 1400 Items QTY ITEM TYPE DESCRIPTION NOTES PRICE PRICE 22 (IF) HANGERS HUS26 SIMPSON DELIVERED PRIC $8,507.82 Tax is not included in bid price shownll Merrill Construction (IF) BID # 16-085754 D T JOB e 0 SALES REP John Roberts ob Harrop BY DATE lame BID JOt 08/24/16 LAYOUT / / iodet ENG. BY DELIVERY INSTRUCTIONS: SPECIAL IN ORDER DATE/ 7 Confirmad / / :quested / / Plant Location: JOBSITE PHONE k Date :livery Date 1400 Items QTY ITEM TYPE DESCRIPTION NOTES PRICE PRICE 22 (IF) HANGERS HUS26 SIMPSON DELIVERED PRIC $8,507.82 Tax is not included in bid price shownll