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Home My WebLink AboutTRUSS SPECS - 04-00270 - 273 Rebecca Ave - New SFR273 Kelwc—vc p� (.t��7j��-�uUd �7��c�s 32 SY-Z6_ Job-- russ rpe SPACING 2-" Pates lnoease 1.15 Lunbu lraease 1.15 Rep Sbum Ina NO Cale IRC200 ANS95 Y CSI TC 0.52 BC 0.37 WB 0.37 (Matrix) B08185d Al M00. WEEN 2 1 GRIP 197/144 LUMBER Job R- .nm o tion -I BMG.tJ I(IVNtbJ IALLW), IVI Vl.b.IV LV. W MIRO= 1748 8.000 s Apt 82000 MIT¢k In4uWol ,ft Fo JN 33 —o tag -3 LO MII]0= 34 MIIHI= LOADING(W TCLL 35.0 TCDL 7.0 BCLL 0.0 BCDL 7.0 SPACING 2-" Pates lnoease 1.15 Lunbu lraease 1.15 Rep Sbum Ina NO Cale IRC200 ANS95 CSI TC 0.52 BC 0.37 WB 0.37 (Matrix) DEFL in (bc) Vat(LL) Na - Vat(r-) rVa - Ha2(TL) -0.01 T Wel LW n'a 933 rVa 939 rVa Na PLATES M1120 Weight 1546 GRIP 197/144 LUMBER TOPCHORD 2X4SPF1650F1.6E AS = 351/31-00 Maz LVA TOP CHORD BOTCHORD 2x4SPF 165OF L6E T = 44801-00 Al = -97(Imd 7) BC = 68(175 CO = 621383 OTHERS 2X4SPFSWad U = 69ral" AH = -&( rase 5) D -E = 34/413 E -F = 0405 v = 227!31-00 AG = 65Wm 5) F -G = 0'407 GH = 0407 BRACING W = 1880100 AF = lg*W� 5) H-1 = OAM IJ = 0379 TOPCHORD X = 19913100 AE _ -730md rye 5) J -K = 0379 K -L = Goa SI1e"a1000mpufm. Y = 787(3100 AO = 43(Imd rase 5) L -M = 0407 M -N = 0407 BOTCHORD AN = 1993100 Mm aw N -O = WOO O -P = VA13 RigidmllirgduecUjap0Wa6MwIradng. AI = 44801-00 AS = 357(kedtme 1) P-0 = eGm Q -R = am Al = 690100 T = 631(lGedr 8) R -S = -129448 REACTIONS (IWsm) AH = 227/3100 U = 185W rase 7) BOTCHOfA A8 = 351/3100 AG = 18M GO V = 26Wmdm 8) AAl = 396/150 AJ -AI = 00 T = 4480100 AF = 1990100 W = 188(Imd 1) AH -AI = GO AGAH = 00 U = 840100 AE = 187/3100 X = P01(lmd 8) AF -AG = W AE -AF = O0 V = 227/3700 AC = 1993100 Y = 1901oadaae 8) ARAE = 00 ACRD = 00 W = 188/3100 mm Flat AA = 19woadmse 1) ABAC = 00 AA -AB = 00 X= 1993100 A) = 39G(badrase 1) AI = 631(loadm 7) Z -AA = 00 Y -Z = 34&149 Y = 187/3100 Max Uplift A = 185W rase 8) X -Y = 346/149 W -X = 396/149 AA = 1993100 T = -9*W case 6) AH = 26WW case 7) V -W =396'149 U -V = 346'149 AJ = 4480100 U = 970md case 8) AG = 1880mdrase 1) T -U = 346V149 S -T =346'149 Al = 690100 v = 62(loa9 6) AF = 201(loedr 7) WEBS AH = 227(3 700 W = -65Wr 6) AE = 190(lmdcase 7) J -AB = 3310 R -T = -020'128 AG = 18831-00 X = 62W— 6) AC = 199(loadaLm 1) P -U = 91/71 O -V = -20363 AF= 19801-00 Y = -74WI 6) N -W = -16481 M -X = -16983 AE 187/3100 AA = 43(bad rase 6) FORCES (b)-MauaenCaTpcssavMwunnTa L -Y = -16807 K -AA = -18153 AO = 19913100 A) = 930wd rase 5) TOPCHORD B -AI = 420/127 A -B = -130448 Cahredmpgs2 roti -- mss rrvss I Ype IY Y - 1061054 A2MOD.OVEEN 6 1 _ Job Reference 1 4 II _ ��G WEST ( DA� �u I A ° � �U' �"" JU °'�` 6,000 s Apr 83004 MiTek Indusirias. Inc Fri Jul 23 1051:062004 P89; -1 598 5198 4A MIIM= S99 588 go S .=1:462 >6 MIIN- IXl[MIW� mMIIN= ].Ivv0, 1-198 10.2-0 1880 2648 32-198 3498 1-108 848 8l.A 14M Fee Offsets(X V) IA'0800801 @1350030) IC8800001 ID'G00OO11 90"-0--&01, IF4112Edgel IG0800-0O10,,),Mo 8) W0 -",E21118300.2141 LOADM(psf) SPACING 2-0-0 CSI DEFL In (la) Had Ud PLATES GRIP MILL 350 Rates limrsase 1.15 TC 0.69 Ver(LL) -0.26 J -K >933 240 M1120 1971144 TCDL 7.0 Larbar 14 a 1.15 BC 068 Vert(TL) -0.49 J -K >745 18D BOLL 0.0 Rep Stress I= NO W9 095 Hw4TL) 0.18 H ria Na BCDL 70 Cade IRC20D3ANSI05 (Simpried) Weigh 137 b wMBER TOPCHORD 2X4SPF 1650F 1.6E BOTOHORD 2X45PF165DF1.6E WEBS 2X4SPFSUJSU BRACING TOPCHORD Sheahled a 3.2-10 m pr<fr6. BOTCHORD Rigid ceiling dre*applied a6 -000o bracing. VIESS 1 PON at m# CJ,F-H 2 Rays at 113 pb: B -L REACTIONS (lb/size) L = 1729458 H = 1676458 Kkx L =-1310oad case 6) Max Upm L =-75400ad case 5) H = -7340-d cue 6) FORCES (b)-Maxhann CoTpassiaVMa4mmTasial TOPCHORD A -B = -21315M TOPCHORD BIG = 3378/1451 C -D = -16371747 LOAD CASES) D -E _ -1712/771 E -F = -21900M Sradald F -G = -279652 BOTCHCRD A -L = 68316 K -L = -1082484 J -K = -1095W15 W = -68811978 H-1 = -772/1937 G41 = M1307 WEBS B -L = 3733(1559 B -K = -26(1-657 C -K = E6N7146 CJ = -14WO2 DJ = 44.'a8D4 EJ = -683322 E -I = -137/185 F -I = W147 F -H = 3062/1272 NOTES 1) UNnlarcetl rad lve bads have bear mrsbaed for hls desgl. 2)W d: ASCE 7-98: 90n0; h -25t TCDL-42pst BCDL=42W, Calem III ENJ C; acbad; MWFRS gable end tale; cadaver IeMand rdteq]osed I Padr 4flad dgte powd, Lumber DOL=1.33 plate gip DOL=133. 3)The h as has been desk7led fa a 10.0 psfbotbom&ad fne lad rorwwmtw'NI alyoiherr he bads. 4)RWde meilaixzl WvWbon(by alfws)of has b hearig plate oapaUe dwritslarldrg 754 R) I.p6flaljdrt Lad 734 b Wlift atpiMH. Job ruse mss ype IKO-3003-01 y B06105-4 A3 MOD. QUEEN 4 1 SPACING 2-00 CSI DEFL in (hoc) Mal Job Reference loplionall _ o........ ��... r. ��.�• o.uwanpr e[uun mueslnausmes, no rn oulm 2 62-11 5615 5615 5615 5615 6241 sae=I4te 414 M11N= D 34 .11Z- 1..1120= S M1120= 9B M1w= 3x mlm. 1.108 1 942 1 V I 25814 1 32-108 1 39-90 1-108 7440 846 846 7-140 1408 RabOlfsets IX%'1: IBO2-1203-01 IF:62-120301 f1:0-3-00-301 (JD+g-003O1 IKO-3003-01 LOADING0* SPACING 2-00 CSI DEFL in (hoc) Mal LU PLATES GRIP TOLL 350 PIeMs Increase1.15 TC 0.% Ven(LL) -OV W >999 240 M1120 197/144 TCDL 7.0 Lurrdaetlnpease 1.15 BC 0.70 Vort(TL) -0.32 W >999 180 BOLL 00 Rep Stress lntr NO WB 0.95 Horr(TL) 0.09 H Na Na BCDL 70 Cads IRD=ANS195 (S'mpflflsd) Weight 1396 LUMBER TOPCHORD 2X4SPF165OF1.6E BOTCHORD 2X4 SPF 1650E 1.6E WEBS 2X4SPFSbdW BRACING TOP CHORD Slea&xSdcr42-13ccpurrs. BOTCHORD Rigid ceiling direcdyappied cr 6O-0oc Mating. WEBS 1 RDN atnigt B-L,F-H REACTIONS (Ibis'm) L = 1703856 H = 1703058 Maar Hort L = 1310oadcase 5) Maar Upt L =-743(badcase, 5) H =-743(Ioad case 6) FORCES Qb)- MadrynlCompnassavMa mmTersbn TOPCHORD A -B = -29192 BC =-2249MOD4 C -D =-1TW783 TOPCHORD D -E _ -1734/761 EF = -2299'1001 LOAD CASE(S) F -G = -29IM2 Standard 13OT CHORD A -L = 625321 K -L. = 922rm J -K =6302072 W =-7()9rM H -I = -79120W G -H = 629321 WEBS B -K = 67/141 C -K = -147201 Ci = 6W3w DJ = AEG656 EJ = 60600 E-1 = -147201 F -I = 67/141 B -L. = 3149'1303 F -H = 314911303 NOTES 1)Unbalanced roof he bads have been considered for tKs design. 2) Wind: ASCE 7-95; 9@Mr h-25ft TCDL=4.2psf, BCDL-0.2pst, Cabayy II; Ey C; enclosed. MWFRS gable end s .ranee+ M and nightepceed; porch Mand rghta»ea7: WrBer DO -r1.33 plate gnp DOL=1.33. 3)This truss has been designed fora 10.0 psf bottom diad he bad noncsrwrertw h any Other he bads. 4) Reside nedani al connection ((by otl>gs) Of truss to beanng p ae capable of Wltsbrdng 743 b L#ft at)dM Land 7431b uprid atjdnt H. runs Type- OFF y 167645-8 jJcb 13061850 A4 ITruss WO,WEEN 3 1 SPACING 2-0-0 CSI DEFL in (loc) Vdi Job Relerence a ni0nel BMC v Ew INA! 6000 a Apr 0 2004 MITek IndusMes, Inc. Fri Jul 23 10:51:01 20M Page 1 588 11-7-0 1748 2320 28114 3490 598 598 598 588 588 598 sme=iasz Sxe Mllfill 561,I120= 56MIIN= Ifo MIIN: 1-108 �4�1 6100 1540 I x1.100 I 2840 32-108 30.90 1-108 D58 560 860 569 660 468 1-108 0= Plate Offsets M = 1729'0-58 H = 167645-8 Max Holz M = LOADING(ps0 SPACING 2-0-0 CSI DEFL in (loc) Vdi LPo PLATES GRIP TOLL 350 Plates Increase 1.15 TC 0&7 Vet(LL) -0.29 K >999 240 M1120 197/144 TCDL 7.0 Lurl6erbcreae 1.15 BC 0.65 Ved(IL) -0.41 J -K >895 119 BOLL 0.0 Rep Stress Inv NO WB 0.95 HmgR) 024 H rVa rya BCDL 7.0 Cade IRC2DOO/ANSI95 (Simplified) We4t 1356 LUMBER TOP CHORD 2X4SPF 1650F I.6E BOTCHORD 2X4SPF 1650E 1.6E WEBS 2X4SPFSnidStl BRACING TOP CHORD SheaNedv3312mlyxim BOTCHORD Rgid ceiling dlrecily applied a 6-00 m bracing. WEBS 1ROwdrli$t F -H 2 Roves at V3 Pis B -M REACTIONS (IWstne) M = 1729'0-58 H = 167645-8 Max Holz M = -1310oadrnse 6) Mom Lord M = -7540badcage 5) H = -734(load rase 6) FORCES (b) -K4: mConpessiorMAapmmTe-Gon TOPCHORD A -B = -28862 TOP CHORD B -C = 3243'1426 O -E = -26991182 F -G = -27962 BOTCHORD A -M = EQ3316 K -L = 4282/3259 IJ = -9012615 G -H = 4D7207 WEBS B -M = 37561584 C -L = 31824 D -K = -709J1542 EJ = 3011167 F -I = 65144 C -D = 310031286 E -F = -21933/1023 L -M = -11132503 J -K = -75022B1 H-1 = -794011 B -L = -220575 C -K = -082/259 DJ = -397588 E -I = -736231 F -H = 30M299 NOTES 1)Urt) l nmifreIndshaebeenmrsideedfbrftdesgl. 2) Wnd ASCE 7-99; 9PTp; h=25R TCa=42psf, BCDL=42psf Category II;Eg1C;a-dcsed;MWFRSgehleend2 ,cwNes Mend dglteeposezi; porch H[and rightspmad; Welber DOL=1.33 pbte grip DOL=1.33. 3)TNs hus has heendesglsd fora 10.0psfbotom dsrd lane b ad mrrmaKetwilh erydher he bads 4)Pmvdemedlancalcanrlecim(byo#e )dbu tobemV platecepade dwfistandUg 754 lb I.pliftatjoidM and 734 bula ft atOnt H. LOAD CASE(S) Standard Job ruse mss I YVe OM1 F,,Y TOLL 3S0 B0618S4 A5 MW. QUEEN 10 1 F -G = 363934 1-mberincease 1.15 BOLL 0.0 Job Reference 'optional) --...--..- ..-.-- r. ^.�.^--- -�+�- o.uws ..y ac mi— inuustri ,.nc. rn uuiz, A 598 598 598 588 S9e 598 & W -1:452 54 MIR0= 54 MIRo= 54 MIIN= 1-108-0� 8100 1540 I 21.100 j 2840 3480 1 -toe o -se 660 660 6e9 sea r>so LOADNGOM SPACING 2-00 TOLL 3S0 = -1937-62 LOAD CASE(S) Plates masse 1.15 TCDL 7.0 F -G = 363934 1-mberincease 1.15 BOLL 0.0 Rep Stress !nor NO BCDL 7.0 = -939/1905 Code IRC2IDOAtG195 LUMBER = A8511379 H-1 = -417561 TOP CHORD 2X4SPF 1650Ei.BE = -677M BOT CHORD 2X4SPF 16`.AF 1.6E WEBS 2X4SPFSLdStd BRACING TOPCHORD She&od a4O�10x Vjfm. BOT CHORD Rigid ceiling dlrecdyapplied or6-09x bracing. WEBS 1RONatincit B -L 2 Pms at 1/3 p5 E41 REACTIONS (Ibrsae) L = 1439058 H = 1970458 Max Herz L = 13100 ad case 5) Max Uprid L = £fiOQmdcase 5) H = 363(Imdcau 6) TOPCHORD A -B = CSI DEFL In (Ix) Wel L/d TC 0.66 Ven(LL) -0.17 J x999 240 BC 051 Ved(R) -0.26 J -K >999 181 WB OBB Hm(IL) Q16 H n'a Na (Simplified) TOPCHORD BC = -2935x1169 GD = -1937-62 LOAD CASE(S) D -E _ -1169872 E -F = 317557 Standad F -G = 363934 BOT WORD AA- = 609516 K -L = -939/1905 J -K = -100.12511 W = A8511379 H-1 = -417561 G+5 = -677M B -L = 30.39'1374 B -K = -137!555 C -K = 42754 CJ = 533303 DJ = 4WI191 D-1 = -0.5074 E-1 = -1481 E4{ _ -23938 F -H = -0.58220 NOTES 1)UtaWmdmofRMbadsha bR oxsirlerW1crlhsde5igi. 2) Wlnd: ASCE 7-98.9Qrph1 h -25q TCDL=42psf; BCDL=42pSt Callegmy 11; E1p C. enclosed: MWFRS gable end mne; ca bleat Ieftand rgN spose-J: path left and righteVosed; WrMer DOL -1.33 plate gip DOL=1.33. 3)This Inns has beendmgled fora 10.0 pat bdt rndad he bad norimnonat with any dia he loads. 4) Reside rnedlaniml m Yoction (by oNas) of has b bearn9 plate capable of MAlsbndng 668 b Loft djoint L and 8663 b WA atjoint H. PLATES GRIP M1120 1971144 Wejt 133 b J.b N59 Nee Type 1y y BOTC1� 2X4SPF i65OF 1.6E B061W4 B1 FINK I 10 1 SPACING 2-0-0 CSI DER in (loo) Well Job Relerence (optional) .....v ..� ..v.=. 1. .v.v.u•a. ivaw�e OVW SMpI tl[........reC rn JYIG 1V:JI:VJ [Wn re,eI 6&2 I 1248 I 1&2.14 I 24&0 662 &106 5106 662 ]MMIWS 9BMIV0= 5JM0n= bIMAM� 1-108 67-2 7813 67-2 1408 Plate Offsets(X,l): IG.0-M,& 1. IH:030.M TOPCHORD 2X4SPF1650F1.6E TOPCHORD BOTC1� 2X4SPF i65OF 1.6E O -E =-309/727 WEBS 2X4SPFSLdW BOTCHORD LOADINGW SPACING 2-0-0 CSI DER in (loo) Well LM PLATES GRIP TOLL 35.0 Plates lnaease1.15 TC 0.72 Val(LL.) -0.12 G -H 1999 240 MII20 197/144 TCDL 7.0 Umber lnaea<e 1.15 BC 0,50 Ven(1L) -021 G -H >999 100 bRandriyltegwsed; Poch eftan BCL- 00 Rep Stress Ina NO WB 0.72 HaATL) 004 F Na Na 4) Pv/de McCanical conr"oni BCDL 7.0 Code IRC20MANS195 (SBrlpflfed) pint F. TOPCHORD A -B = 30ar27 B -C = -12rM Weyk 92 lb LUMBER TOPCHORD 2X4SPF1650F1.6E TOPCHORD BOTC1� 2X4SPF i65OF 1.6E O -E =-309/727 WEBS 2X4SPFSLdW BOTCHORD A-1 = 470340 H-1 BRACING G -H = -344995 F -G TOPCHORD E -F = 670(M Sheahedor S7-10ecpu9ns. WEBS BOTCHOFID B-H = -2241107 C -H Rigid wiling d'rectiyapplied a6-00 a bacing. C -G = -236350 D -G WEBS B -I = -2265927 D -F 1 Rne almdot B -I, D -F NOTES REACDONS (IdS'¢e) 1)Urbalalcetlnw(Wekedshae 1 = 1213058 2)Wnd ASCE7a;9Dr0; h45 F = 1213068 Cat&jay 11; EyC; adosW. MWF Max Flare bRandriyltegwsed; Poch eftan I = 93W asci 5) DOL=1.33 plate gip DOL=1.33. Max UpM 3)TInhisshsbeendesgledlie I = -532(badrnsa 5) nOrpxxurerAwitl]aryotlla Web F = -532W rase 6) 4) Pv/de McCanical conr"oni Platecapableofv WarcGrg S32l FORCES (b)-Maarum Cort'pesswAlmmmTension pint F. TOPCHORD A -B = 30ar27 B -C = -12rM C -D = -12736M LOADCASES) Standard = 65OM290 _ .457/1290 psf Wltorn &ad live Iced O a pe SPACING 2-M Pates Inrr�e 1.15 LuNlerUwease 1.15 Rep Stress !nor NO Code IRC20MANS195 806185-0 B3 FINK 1 1 PLATES GRIP M1120 197/144 W¢gl#100b LUMBER Job Rskrenre a Leonel 12-0 aNMpM= 6 1KLa_f ]NMII30= ➢AMtlA= 3NMIW= 3q M11t0= sae:are'.r L, LOADING(psf) TCLL 35.0 TCDL 7.0 BC -L 0.0 BCDL 7D SPACING 2-M Pates Inrr�e 1.15 LuNlerUwease 1.15 Rep Stress !nor NO Code IRC20MANS195 CSI TC 072 BC 0.12 WB O.W (Mab&) DEFLIn Ven(LL) Vwi(TL) Hwr(iL) (loc) Vdefl Ma - rya Na - rya 000 M rya L.'d 999 999 rya PLATES GRIP M1120 197/144 W¢gl#100b LUMBER TOP CHORD 2X4SPF 1650E IBE Max Fbrz MaxGm WEBS BOTCHORD 2X45FFi6WIBE A - 125wcase 5) V = 2(12(mlcase 7) E -V = -17594 F -U = .940 OTHERS 2X4SPFShdSd MaxllpEft U = 127(loadcase 7) A = -13Wcaaa 6) NOTES BRACING M = -SW rase 6) FORCES Qb)-MavhumCampreatia'tMla+nntnhTersm 1)UtablasdmdMbadshaebwwmbsmdforftdcsifi. TOP CHORD T = ZRoad-2) TOPCHORD 2)W1nd: ASCE 7-96; 90n0; h251% TCM -4.W. BCDL-020,, SheaShea a&O-Ompul're. N -132(bad case 6) A -B = 40568 B -C = -88/47 Category C; enclosed; mn hd d; MWFRSgableerda; aas BOTCHORD O 450 -d ase 6) C -D = 3564 D -E = -4086 left and rigN spased; porch left and #tsposd; Lumber Rgd ceiling directly applied a 1000ocbracing. P =-75(lcadra<e 6) E -F =41/108 F -G =-11/104 DOL=1.33pldegip DOL=133. R =-"lloadcasa 6) G -H = -11/105 H-1 = 41198 3)Trussdesgredfbrwrdladshbeplenad8ebussaly. Fa REACTIONS (Ihk¢e) Z =-132Wcase 5) w = A066 J -K = 35'43 sbAeopaed lownd(rhand lolFefaca),se MTek'SSadad A = 1632480 Y = -45("case 5) K -L = 51126 L -M = 84% Gabe End Detail' M= 63124- 7*W acs 5) BOTCHORD 4) The truss has been detighedfor a 10.0 psfbolmhnduxd hie load V = bad a(b ad rvu5) nor ot loa mhartwiWib wry her he bads. = 4002490 MMGW XY = 00 WX = 00 AH plates ane, 4 O = 1082440 A = 163(badcase 1) V -W = D0 U -V = 00 6) Gable mhtiansbdbnh chadbasug. P = 22@2480 M = 1610uadcase 1) T -U = 00 ST = 00 7)Gablesbxkspaacedst2-00m R = 1982440 T =22c1mdcaae 1) R -S = 00 Q -R = 00 ech'ral connection (by obas) dbsb 8)RuAdeman uWang S = 11&24.90 N = 4000oa<lase 1) P -Q = 0'105 O -P = 0106 plate capabledwiilwadirg 13 b nod atpntA Bb up&b at joint V _ 4�� 109weese 8) N -O =0'106 M -N =0106 M, 591bcp5fletjointT, 132 bupliltatjodN, 35bupWtatjont0, O _ 220(Im9case 1) W133S 751buolkstjobt P,6Bbupift t#ntR1321bupidatjoihi Z,35 X = 2202440 R = 202pad caca 8) G -T = 440 L -N = 311/145 IbuprdstjohtY,75bupllRatiuAXand6Bb WdatjobtV. V = 19W2480 S = 127(bad ase 8) K -O = -11056 J -P = 481436 U = 1162490 Z = 4000cadase 1) bR = 47594 H -S = -9415 MaxHahz Y = 109W case 7) B -Z = 311/145 C -Y = -11056 LOAD WAS) A = 125W rase 5) X = 220(iwdcase 1) D -X = .1810 Stallard 0 J.bypa TOP CHORD 1390 BOTCHORD BOa1854 C1 I.N.G. .NGZT 1 1 SPAGNG 2-M CSI DEP. in (bc) Vdsil Job Reference a lional 6.108 o.wu s nyr a awn muse imuemee, inc rn Jm m ivm �.w euw rays . =1:19.9 44 KIM= 0 3. MII30= a0 mm= LUMBER TOP CHORD 1390 BOTCHORD 2X4 SPF 16i0F t.ff OTHERS 2X4SPFS4XM LOADNG04 SPAGNG 2-M CSI DEP. in (bc) Vdsil Ld PLATES GRIP TCLL 35.0 Plar>es Increase 1.15 TC 022 Ver(LL) rya - Na 999 M1120 197/144 TOOL 7.0 Lurbabloease 1.15 DC 0.12 Vet(TL) Ma - rya 999 K = BCLL 0.0 Rep Shess Ina NO WB OD8 Hw4rL) 000 G Na We A = BCDL 7.0 Cade IRC2000'PNSIM (Mab&) H -135(londcase 6) 1 = J oadl case 6) Weight 44b LUMBER TOP CHORD 2X4SPF 1650F1.BE BOTCHORD 2X4 SPF 16i0F t.ff OTHERS 2X4SPFS4XM BRACING TOPCHORD Shea1*dor6O0ocpAn%. = BOTCHORD Rigid oalingdba:Ay applied or 10-00 m bracing. REACTIONS (Ib's¢e) A= 162/1380 G = 162/1380 J = 138/1380 H = 411/1380 1 = 31/1380 L = 411/1380 K = 31/13.90 Max Haz 41$Imi 7) A = 52(Ioad rase 5) Max Upm 35(lmdcase 7) A = -25(aad rue 5) G = -Nasd case 6) H -135(londcase 6) 1 = J oadl case 6) L = -1330oodrase 5) Max UpEb K = 50cad case 5) MaxGm A = 162W case 1) G = 162(ba case 1) J = 138Wcase 1) H = 412W case 8) 1= 35W case 8) L = 41$Imi 7) K = 35(lmdcase 7) FORCES (b) -Mannon Campres9c,0A ximlmTerdm TOP CHORD A -B = -Sm BC = 6271 C -D = -1676 D -E _ -1672 E -F = 6251 F -G = BOTCHORD A -L = ON3 K -L = 093 J -K = ON3 W = OW3 H-1 = OW3 G -H = OW3 WEBS DJ = 67D F -H = 319150 E-1 = 5721 B -L = 319'149 C -K = -6724 NOTES 1)Urtelar><d roofWebads have been ccrsidc for Ins design. 2) Wird: ASCE 7-98, WrO; h251t TCD -=42W BCDL=4.2psf Cahiyy III ErpC, encased; MWFRSgable end a=cardecr left and r9topmed: pordi 0 a d rignexpcsei; Urcriber DOL=1.33 pian gnp DOL=1.33. 3)Tn6sdesgradbrvMd bads infhe planeofWe has only Fa sbx5aposed bvMd (ramal bteface). seeMTek'Sfadard Cade End Dear 4)Th'slaw has been designed fra 10.0 psi bdlom lord rrce bad mmnrtmt with any dher Ne beds. 5)A1 plates are 1.5x4 MII20 Wecohewise kkated. 6) Gable iequresmrNnrousbolbm diad beanng. 7) Gable ids spaced ac 2-00 m 8) Pmide medlan'na mnledion (b/often) oftmtobearig Plate, ug251h 1.pliAat ' 34bu iRatjoirt 3sbugmatpirrt In atjdrit bupl'matjdnt I u a pll LOAD CASE(S) Standard