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HomeMy WebLinkAboutTruss Drawingst MiTek. Re: 7895 MINE DROP MiTek U$A' lnc, 7777 Greenback Lane $uits 109 Citrus Heights, CA, 9561ç Telephone S161676-19t0 Fax 9161676-1909 The truss drawing(s) refcrenced below have been prepared by MiTck USA, Tnc. under my direct supervision based on fhe parameters pravided by Trusfab, lnc.. Pages or sheets covered by this seal: R5 I t3 I I 50 fhru R5 103 I I 53 My license renewal date for the sta:e of Colorado is October 31,2017. Hemandez, Marcos TMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon desigr parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identiticalion specified is for Tile reference only and has not been used in preparing design. Suitability of lruss designs fcr any particular building is the responsibility of the building desigaer, not the Truss Ëngineer, per ANSI/TPI-1, Chapter 2. t PE-.46766 F. ,ty 1 Qlv 1 TYPo MINE ô.010 6 Ap.20 2û16 Mi1ek R51031153 $æ¡¿ = 1;44.37895Å.GÀA TRUSFÀB, aNC . New Cå3ile, CÕ 815¡7 GA3 lôc lhu Jul ?017 Pâsê J 18.14 1û-11 l''r 14 K 3t,i ?il J ìi sm lìt Qp o 3x{ - 15¡4 ll 1.Sx4:l ÊOT ÇHORO 2t4 ll ¡t 1.5x4 ¡l M 1.5x¡ li 3xl !l PTATES l¡aß t ¿xát "l, c H2r4 F2t4¡t 2x4 il o?x4 c ti 2^4¡rÊ lt s ¡l J u 1.5r4 l!1,tr4 tl 1.lxq ll R I 5x4 !l I 4x6 ll LOAD¡NG (ps0 TCLL 5O,O {RoÕl SnÒw=50,Q)TÇDL 2O.OBCLL 0.0 ' LUMSËR" TOPCHORT tu6ËF?ltÐF 1 8f; 8OT C|¡OR9 2x4 SPF 2100F 1.88 \¡EBS 2x'1WV $tud OT¡IERS 2x4 WW Slud t- BRÂCI¡IG- TOP CHORÛ itT20 weight:102fb FI=2Ai,\ Structurål wotd sþeátniîg dlrectly app¡ied or &'&0 oc p¡Jd¡ns, €RIP 169/1¿3 3ÍC€pl €nd vårtlêå13. Rlg¡d cellìng direclly apPlied oi 1Û-&0 oc brâc!:lg. nË4CTIONS. All beât¡ngs l8'1*C"*'-'-i6i" ¡,lai uor¿ ü.eeltl-ó rl ' -' ti,t"t Uprln All lpìin 10b lb or less at io¡nt(s) V, t, M. N, O. O, R, S. T excepl U=-307{LÕ 7) Mâx Grâv Ail feacl¡oni ã¡a :o or ¡e"i ¿t ioirris) t- except v=291(LC 1q). Mî4fl!9 14!:l\¡*42?{Lc 14}. o=als{LC 1al, a=a'¡71¡ç 'l{), R'3Ûs{Lc 14), S-325(LC 14}' 1'320(LC 1)' u=37?(LC 17} FORCES. f¡b) ' Max. Comp./Max. T3n. - All toRs 260 (lb) or lêss exæpl wnsn shown' \¡jEÊS ' ' J-il1=€8tÀ6, ÞN*388¡55, H-O=376tt7,f'Q--3?7155, E-R-3a8i55' O'3-'285/54' t-T*28!151, B-U*299/t?0 NOIES. il ufnå; gSCe t¡O; Vutr'1 tsmpb {}ãecond gus0 Vasd*91mphl_TCOL.8.Opst: 8ÇÞL'g.0pst h*25i; Ë=45n: Lê24ñ: sâvê'2Íl; Cåt' ' ¡: expC; enctc¡ø: MVIFRS (diroct¡onalh ô;d v;rticål þn á;d right a:posed; L{mbèr OQL=1.33 ¡lale gdp DOL=1'33 e¡ä.,rii¿ãi¡bnãu1grwindloådihth6;iiíåoir¡Crrrt"ooty. Fo¡kudsexposedlow:nd{nomallolhBfâca}'ssestañdãrdlnduslry GaÞle End Þels¡ls as epÞllËåble' o. consrlt qualilied bu¡lding dosigner 8s p€r ÂNSllTPl l ' sÌ iCil] ¿SCe ?¡o; Pt=60.Û p$f (fâl reol snow). Câlegory ll; ErP ¿; Ful{y Esp': cl' I 4l Unbalãnced snow loads:tâvÊ b€en cons¡dered tÓr lhis des¡gn. 5) Gáble tequ¡rês csntinuoüÉ iöllolll chord beãr¡rg' Si iruss to :ie rurry sþèalhed ,rom one lâc€ or seclrely btâeod aga¡nst látå,âi rlovement li.o dlâgonal webl' ?) C¿ble sluds €påcçd ãl ?'0{ 3c 8i ïrís truss ¡ag bs€fl des¡gnôd for â 10.0 p9: bottom chord llve loâé¡o.coniltfent wilh a¡y otho. ltue laÊds é] . rt etrç n"" leen ¡"ãigned toia live toà¿ of 2o.opst oñ 1¡a þÕttom ehðrd in all areãs where s re¿tsngle +60 Ìall by ?"0'0 wlde rr¡[ til bôtwoÊn lhô þottÕm chord end any olhè. membeß l0) provide mechanicåt ænnèeüÕ¡ i¡t ;tdeß) of lru6s to bssr¡ng plåts câpåble ol withslanding tot lb uplin tt jo¡ntt¡) V, L. M' ¡1, O, û, R, S, a sxc€Pl (Jt"lb¡ U=307. i July 6,2017 t- ÐSFL. Vóri(LL) Vert{CT} Ho.¿{C¡ Ydêf lJd ntÊ 999 nla 9Sg .lâ ola cgt. TC BC IAß -o.00 L MalriF$ 0.98 0.?0 o.41 in (loc) âlâ n,/s 9FÀC|ñG- ?-S0 Ptåtè GdB ool 1-00 LumberDOL 1.00 Rap Slress lncr YES Codè lBC2013lTP12Ù14 7t'46766 r, rll Miïak' ??7¡ çÊ!ûþðri !e¡d Job 7å95 3) 4t 5l 6) fyFe Plt hIINÉ OROP .t lxn ll ,-*-.---..1 Ê5 1O31 1 å2 Scâ¡€ = 1:51 ?.GAg GÁB aRusFAB. rñc., LOAô,NG {pÉf)TCLL 50.0 (RtÕf S¡ow-5o.û)TCÞr 20.0 BçIL O.O Fç_e,L- -...._, ,tg;o New Caslle. CO å1ê47 i 18-3-4 8.01Ô 3 Àpf 20 ?016 Mr-lsk lnduslries, |lc. ¡ h! Jrl Lxi g9:31r50 2i]17 Pãge 1 lÞ:ec¿çtEplgjbfoÍìaWUdyvRzr¡rtl-¿V?¡våSS427LLy?kns6!âHl.JslSHKlc{8"fUdwK¿-qld - -*-t1834 x.û31 ?x4 ¡i 4'u 2r{ ?r,¡ l¡ o 5râ t 2t4 ta s 3re : u 1.5t4 ,, T 1.3r{ l¡ SR 1.5x4 ¡l t.5x¿ ¡, N t-åx4 l: M 1 5x4 !l L 3x4 ll i¡t 1; K PLÂTES Àilr20 GRIP 169/123 4x6 2x4 t¡2x4 F 62x4 a ll ,NE cP t 3x4=iåx{:: 1.5x4 ¡¡ OEFL, Vert(LL) Verl(CT) Hor¿(CTl sPÀcrNG- 2-0-0 Plate Gr¡p DOL 1.00 Lur¡bèr oOL 1.00 Rep Sfress lncr Ye$ code lBc2015/rPl?014 l/detl Ud ntå à99 .lâ 999 nia n/ã '¡ 0ıc¡ r'la n/â-0.00 L LUMBÊR- SRACING. IOP CHORO 2x6 ûF ?1û0F 1.88 TOP CHÕRÞ BOTCHORO zxd SPF2100F 1.8Fì^ÉBS ?rô DF ?100F 1.8Ë "e¡cept' 3OT CHORD K"L: 2x4 ww$tud wEÊs ÕTHEÊS 2x4 WWSlud REÀCTIONS. All bearjnos ',l&$4. (lb)- MåxHor¿ V*304{LC Ð) M6x Uplin All üpl tl 100 lþ 3r less ât joìnl(s) L, M. N, O, Q' R, S' T åxcepl V-127(LC 8), U*483(LÇ 7) Max Grav Att react¡ons 250 lt¡ ot lcss at joìnl(s) L éxcÕpt V=413{!C 7}, M=407íLC 14). N'428(!C 14), Oãa17(!C 14), Q=417{LC l4}, R'388(rC 14)' S=327(tC 14}, T=3¿3{LC ,t¡. U.443(tÇ 17} FOÊCE$. ilb) - Mat Comp]Max Ten - Âll fÕrcas ?50 {lþ} o¡ less sxcepl when show'ì TOPCHORD A.V-.287fl1 !¡,ESS J-M*-365¡,te, l-N=-38Sr53. H-O-3?7t57.t''Q*377¡55, E-R''348/55. D'S:286/53' C-T*285/52. 9-U-3?6r?99 NCTES- weighr: 118 lb FÎ .20o/o Slruclurål wood $boåihl¡g directly appled or 6-0-ü ûc purllns, ê:capt snd verllcals. ligld æ1ll¡g d¡¡ectly appiied or 1&G0 €c bmcing. T"Bracó: 2x4 HF Slud - K"L -ãstên {2X) T and ¡ brs€es lo namw edgè Õf reþ with lÛd (û-131"x3") ns¡ls,6¡n o.c.,wllh 3h m¡nimum end dlslãnçe. Brsce must cover 90% of web lenglh. July 6,2017 1) Wnd: ASCE ?-10: Vrlt-t 1srnph (&second gu3t) Vaod*Slmph: fCSL=s.Opst: StÛL=5.0psf: h.251; 8'45ft; L=241; êave.2fl Cât' il; =xp C: ènclôsed; MVVFRS (dr€ct¡onál): end verticâl let snd f¡gþt exposed: Lumber ÐOL=1.33 plâle 9r¡p OOL*1.33 2l T.uss dðsigned fôr w¡n! ¡oaðs in thË ptanê ol tha ìruss o¡ly, FÕr studs gxposod lô wind (nomâllo lhe tace). see Slåndârd lnduslry Gêblâ End lotails as ápplicåt le. or consull qualifiad 5u¡lding dgsigner âs per ANS¡lTPl l . TCLLì ÂSCË 7¡0; Pl=50.0 psf {tlal roof 3now¡: CãtÊgory ll; Exp C; Fully Ëxp.; ClÉ 1 Unbålancëd snow loads have b¿3n csnsiderêd for lhis de8¡g¡. Gsbl€ requ¡fês Ëðnl¡nuous botlom thûrd bêântg. Truss tÒ þ fuliy sheâthgd Itom one fãce ol sesurely br6ced ags¡nsf bteral tgovem€nt (¡ e d¡âgonal wcb). 7) Gaþle 3luds spâced ât ,+0 oc 8) This trus has þêÈn des¡gned lor a 10.0 psl bottom chord live load noncoıcur3tìt wilh 3ny olhef live loads. gi . ï)is russ ha3 beBn dsiigned ftr a tNs load of 20 opsf ori the bottom ¿h6rd in all aÊâs wh€¡s a rëclanglê ++0 låll by 2'o4 wide wlll äl between l¡e boltôm chord and Élny olher membsas 1ûJ PÌov¡do mecha¡¡eål cgnnecllon {by otieß} ol lruss to þeãring plats câpâbla of $tthslând¡ng 109 ¡b lplJt: ãt jo¡nl(sl :-. M, N, O' Q, R, S, T êxcépl üt'lÞ) V='127. U'483 1't ) \wamiñg; Addiilorâl perîaneftt and âtâbirity b.acing tof 1russ system {nôt part ot lþ¡s .ompoñe¡l design) is alwâys fequired. $/l¿AaøxA- V*tt a"úgû ptnm!8 ød RaAû flOrf¡ Oil rrls/a¡Vo lflCLuDeÐ $llEK RÉiEÛÊNëÉ?ACE rAflûA w' 1ëtOXr2O13 BEFêHÍuqË, O*gbn øH tor us oty win MfTtk@ c.nn{doß. fhß d6s(r¡ 6 bâ'ed o¡ly upor psraflolçrs shoM, end f r¡l aû lndrvdu¡l ìt!tu¡og @ñpöneil. nol ¡ lruis system. Setore !ç. ttto mlulng teseler nul e¡t ¡te aÞplçÞt¡y otdæiç¡ paiåmleB ônl pßFtly in@.pr6!e tñr3d65i0n útô ¡bè ¡vert¡l h¡ldtrg;ëgn- Brr6gtd¡ø¡e¡rÈdprevãn¡budnoothdMduâlüùsiwêbsndorcl,o.dr¡¿rbè6¡rly. Âddfið¡aìþmFo6.ttldpèmnenlbrBüg b¡¡ri)sr6q;rdôrg;b¡ßr¡ndtùpréÉ¡t.ollãp5es¡lhpoes¡Uèssoû¡lújwts¡dFpodydåmag6. aotq€ntøtqú;.jiñ*€g€ñhglhÈ tâhÈÍon :to6gö, dôbnry. eædþil å',d DßMÐ ol trulsès 3ñd ûßs systcru 5æ Aßmll gql¡ty Cdrd¡, D8B{9 .ñd BCS| gulldlôS Componcnl 8ålety lntomåù;n åÉ'þbh fmm fru35 PlãlÉ Inslilule, 2t8 N !É¡ Sæel. Su!e 31¡ Al€târdnó va 2314 I :: ! : : ! 1.. Malrìx.S cst.TC 0.73 8C 0.28 wB a.57 ?t.46766 0 Ê.. ffi MiÏek' tln Lgnó oty MINE ORÓP n5:031 1 51 S6le * '1:{7,3 8.010 I ^pr 30 ?016 MaTûk lnduÐlñôs, lnc. thu Jul 06 t&31 jn9 2017 PâÈs 1 lO:eGZ€yËp¡gibTQRaWUüyvRzmrjt-VJSKiÉÊqll?UiÕ¿YDË¿41417ÂT4sbáLw3pk4Nu¿-qleTRUSFAB. lNt . Nôw liastls. gO elg4/ 5Xð ; $ËE TRUSS A FOR REPAIR TEïAIL RSl 031 I 50 3$ '¡t ¿¡6 ll D A\8 = 3ß'- C B E 4rB H 3x¡3x10 = F 3¡ú = Type MONO JoÞ ?8â6 143¿ LOÂOING lCl-:- {psf} 50.0 PIÁTES MT2O ÛRIP I 69/1 ?3 (Ræ¡ lCOL BTLL SnoF50-0) 20.o 0,0 ' LUMSER- ToP CHORo ?xôOF 2100F 1.88 BOTCHORD ?x4SPF2100F l.8E WEBS ?x4 $PF 2',00F 1.88'Êxcepl' E-G: ?I4 \tlwStud, ^ H: ?16 OF ?100F 1.BE REåCT¡ONS. {tb/s?è} E=1€frMschãnicål,H='1432/Méchsnlcål Max Hör¿ H-304(LC g) Mâx Uplin e"-1a6(LC 6). h'12?(LC 6) Måx Gråv l'1784(LC 14), H"1577(LC t4) 8RÂCING. TOP CHORD FOT CHORÛ wEES W€¡ght: 'l04 lb F t .28þl* Strucllrålwool s¡eâlhing dfeclly âppliÈd or È&O ot pufl¡ns, excepl ¿nd v4rlJ€13. FÈigld cãlì¡ng direclly applied or 1ùÈ0 Õc bÉcing. 1 Rñw ãl mirtpl n-F. B-É July 6,2017 FÕñCÊ$. (¡b¡ - Mar. C¿mp./Måx. Toñ, . All iðrcec 2$0 (l¡) ðr lsss excåpt when 3hwÍ'. IOP CHOÊrì Â-B*1785/151, 8-0--270/98, D-E:698r85. A'H-14S6/tÊå EOTCHOR0 GH'-269r1t5,8-G:16€11616 WEBS B"G=-{01/171, B-Eå18841190, À-G*-11?l1e24 l.¡olEs. 't) \ fnd: ASCE ?10: Vull='l1smph {}¡êcand gust} Vâsd*glmph; TCgL=5.0p3!; BCDL*S.optf: h*?sftì g=45t: L*?4tt esvè'4tl: Cât. :t: Èxp C; ênctðs¿d: MVIFRS (d¡rcctionäl); ênd vsrticál lett ând r¡ght gxposed; L:lmber DOLÉ1.33 plate grip OOL=1.33 ?)'ICLL: ASaË. 7-10; Pf35o.0 pst Ítat root snow): Cátegory ll; lrp C: Fully Exp.; Ct. I 3) U¡bslarÇed slow loåds have been corslderê* forlhis des¡gn 4) T¡is truss has b€en dog¡gned tot â 10.0 psl bottom chord l¡va :oad ¡onco¿crJfânl witlì any olher l¡ve lðâds. 5! 'This lruss hss been de¡ignsd lor € l¡ve load of ?O-opsf on lhe botlom chórd in ãll 3rêå3 whore å re€tãngle +G0 lá11 by 2+0 w¡de wil!tìl b3lweon tho þoitom clord and any olhûr membê.s, wilh SCDL = 1û.0pif. ð) Rele¡ to girde(s) for truss ls lrus ¿€nnectioñs. 7) Provide .nê(tÞnlcãl conn€cùon {þy oth6rs) ol ttuss lo b6år¡fi9 plålê cåpabl3 of wilhstandi¡g 100 ¡b uplil at jo¡nl(3) exæpt (jl:lþ} E-146, t1à127. ¡[,wløale.V-lry*tla?.,.tutãsdR1ÀDfioffisoÍt]åsaxor,'âLuDE tßlÉßAEFEctacEFÀÈE*ltçtlfsrñ,torotnot'ãEFøREusÊ. Õ6Êô 8t{ loalsa nnvit¡ triltok@@1odé6. T¡¡tde5!¡r 6 ùs3ðd only upor FåramelÞ¡s shown. ånf, b lorâ{ jNfúduål b{ltsnç Ðmpon¡nl, ¡01 t t¡û45 gttrm- 89,0rÕ uso, lhê i!ìtdlng !o5tg¡et mrrt lertly ttro ôpFlûþUåy ofd6Én prßmltÉß åñ pñperly h@rpoßlo thts d63i0¡ illo üe ¡€Bl burlOrry d*þn. 3r¡¿¡irg i¡d¡a!ôd ¡5lo rysvaôt bçtñrg ol irdividuÉl1tur3 w! s¡tUor cÌÊril m6M€ ôrry. Âddilioñål l.mÐrrr' s¡(i pcl1@o¡l btscl¡t lr ¡iw¿ys Éqii6 br si€l¡lity lnd to p߀nl ellspso wf n t¡¡sde p¡ooosf hjury ¡ú p.apany dtû69o. Êor ùèneml gú.d¿¡Ë ßr8rd¡¡€ l¡e tgb¡@lloî, slq€gô. dôå6ry, ea6åðn o4d brSciñ0 ol lÞsÊ6! ôñd f 6 åygtsG. roÞ ANSl/lPtl QËtity cilgdå, Þ84{t ¡nd BcSl 8ù¡tdhq c¡mpon.¡i 8åLtylnlomrl,ðr åÉlåbþaromïtussFlrlél¡glnulc.:l¡r\¡-L4esBel,SÛ[t3i2.Âlændm,VA?2314 sPÁctNG- 2-sc Ptâre Gr¡p DOL 1.0û LumberDOL 1.00 Rep Stresi lncr YES Codê:BC20t5lTPl20l4 i¡ (roc) udefi IJd -t.12 E-G >999 360 -o.2¿ Ê-G >977 180 0.02 E n/å nla o.04 E-6 >999 240 cst. fç Q.?9 6C 0.43ì¡Ê o.57 OEFL. vân(!L) Vert{CT) Horz{ÇT) lMnd(L¡-)Malrix-$ ?t.46766 s. 7??7 êe6rbå* Lón6 nii Miïek' û1v 4Áê t FJ 3x6 : DROP IRUSFAB, INC , 1',1Ëw CasllÊ.816{¡ 5xA '- €J€, , 'J€ 3.oo Íìt taioÞ{ R51û31 t50 Scalê - 1:47 3 lbs. û ars ¡l 36: 6 ; jt{ô H 3r4 ç 32fl.4" 3110 = RËPAIR: SfUB TRUSS e4-0, AS SHO\,ry¡{. ruMsËR ANO CONNËCTOR PI.âTES (SHOVIô¡ OÅSHED¡ TO BÊ CUI CL'ANIY AND ACCURATELY AN9 THË REMAINING PLAIE{S) MUST ËE FULIY EMSEODED ANO UNOIS:URSÉO- ATTACH t/2" PLWIOOO OR OSB GUSSET {15/3r 1Â183 SHSAÍHING 3?116 EXF 1) fO :ACH FACc OF TRUSS WTH (0.131" x e.5'MlN.) NA¡LS PER THE FOLLOVI¡NC NAIL SCI'IEOULE: ? x 3'S - 2 ROWS, 2 x 4'S - 3 ROt¡/s. 2 x 0'S AND LÂRGËR' 4 l0l/1¡9: SPÂCÊO @ {" O.Ç. NAIIS -IO BE ORIVEN FROM BOTH FACES. STAGGEi SPACINÊ FiOM FRONT TO SACK FAEË FoR ¡ r,¡Er ¿" o.c. spac¡Nc tN EACH covEiED TRUS$ M€MBER. ust 2" MÊMBER €ND glsrANcÊ' 1'HIS REPAIR ÌS ÂPPLICABTE TO SRAWNC NUiiBER: R91031 151 ETC, NOT I{ANGER BY OIHERS $nrF50,0)(Roûf fcÐt LOAÐ|NG {p6q SPACING. 2"GO Plate Grip OOL 1.00 Luñbgr ÞOL 1,00 ReÊ giress lncr YES cÞd€ lBC2015flPl20l4 I CLL 50.0 BCtL LU'IiIBË1. TOP CHORO 2x6 gF ?100F 1-BE BOT CHORD ?X4 SPF ?lMF I.8E W:BS 2x4 SPF ?1o0F 1.AE'Excepr 8.G: 2x4 WwStud, A-H: ?x6 ÞF 2100F 1.88 REÀCllOitS. (lb/sizÕ) Ë=14551Môchañiôä1. H.1455/0.æ Mâx Horz H=304(LC S) Max Upl¡fl E=143(tC 6), H:1?8(Lt 6) MåxGf8v Ê=r815(LC 14). H=têo¿(LC 14) FORCES, (lb) - Mâr. Comp./Mar. Ten. - All lorces 25O (lb) sr less êxc€pl 1¡vhen shown" TOP CHORÞ A-6-¡8521154, 3"D-276t9ù, D'E-*1 tal87, A'tl=1520¡16? BOT9H0RO &H*?69/190,8-G:109/1679 !ryEgs 8-G;398¡i77.8"8-1946/196,4-G=115t1677 NOTe3. PLATES MTzT GRIP t6s/123 Weighl: 105 lb F-l - 7trlo Slruclurâl wood Êhêåtb¡ng diEctly appllêd ôr &04 ôe puihs, oxcepl end verlicåls. R¡gid cðlll¡g dir"clly âpplled ot 10-&0 oc b€cing. 1 Row at mrdpt D-8, B-E 20.ô 00 BRÃCINÊ- TOp CHOR9 BOf CHOÎD Yt/rEBS 1) Wnd: ^SCE 7-10; V:ltt*t l5mph {$33ı€¡d gusl) vâsd.gtmph; Tcål-'5.opst; 3col-5.0p3f: ¡=251t. 8.45f1; L.24ft; eav6*4û, Cal. ll: ãq C; sr¡c¡o3et; MWFRS {dlf¿.t¡çnal)i end verl¡cãl lefl and rigÌ¡t sxposed: Lumbêr tOL.1.33 plâtô grlP DOL*1.33 ?) TCLL: ASCE 7-.10; Pl'50.Û psl {Rår rcot 8no,¡/); cåtegöry ¡ç E:p c: r!Ûy EJ(p.: ctÊ I 3) Unbãlãnced snèw loãds havo bèen ¿Õnsideted tor lhis deslgn rf) Thls lruss has beon d6sigt€d lor s 1O.O pst bottom chofd livg load ¡on€ûncurrent w¡ti ãny olher ¡ive ¡oadÊ. 5i 'This truËs hês beé¡ de;¡gnðd fo.a live þåd ol ?0,0psf o¡ lh6 boltÕn chotd in åll ârças whete a rÈctangla $&0 lâli by 2'FÛ wide will f¡t bstwæn lha bottom chord añd any ûtbqr mëmþer6. wlti gçn! = 10'09st. 6) Rêtêr to glrde(s) lor truss lo lrus3 connectións. 7i p.ovidê .iêc*ìân¡câ! co¡nection {by othðß) ot lruss lo bÊaring plålè eapablo ot withBlåndi¡g 10fl lb up¡ilt al io¡n:{8) exeepl {jl=lb} €=149, H=1?8. i$wanato, vúty ao"tgnp'ffi¡rm üdRÞtt lrlEg Õr¿'r*s aNÞ,¡¿cLuaeg #ttrAEçÊîENaE?AaE gþ7ai e,1ffinat6 BÊroRE tJsE. 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