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HomeMy WebLinkAboutStructural DesignDiego Cha,vgz 11728 County Rd 320 Rifle, CO 81650 STRUCTT]RÂL I}ESIGN ENC B LD 24x50x12 MAXIMUM 3O'-O'\ryIDE X 2O'-O' EAVE HEIGHT- BOX EAVE FRAME 15 October 2019 Revision 3 M&A Project No. l?t 49Sll82ESSl192I4Sl19302S Prepared for: ton$t To toast tarports,Inc. Cos$t to Coast Carportsr lnc. 122425b44 Knoxtille, Arkansas 7 2845 Preptred by: Moore and Associater Engineering and Consutting Inc. 10t9 Eest Avenuç North Augustr, SC 29841 401 S. M¡in Street, $uitc 200 Mount Airy, NC 27030 MBQFIË ANÐ AËgÐT'ATES ËNg¡N gE FIIN€ aNCl ËËh¡suL'f t¡\t€ r ìt *t* NE S. MÛONE , ttll l¡lttrr No. 21412 - t¡¡lttl I I I Itrt1lII t tl ENGINEER 54715 9 Op MINtttt I ¡\r t ¡l 1429 ,ryt ãy'n to/tÇln s. STFUGTI.|RÂL No. 52898 I hsreby ærtify that this plan, prepared by ¡ne or under my am a duly Licansed Professí<rn lhs stete of Typed or Datei&c¡åæ--*Licensr sfi€caf¡Ëãt¡üil, 0r l€pÕrt wêå lirect supervlsion ånd that I I Engirner un#r the laws ot tr*ttflfiRF' t¡umberJ4IlS*___* 23734 N E * r* m s ,1tìlltllltl¡ LO¡' * = WAYNÉ sH€RtD,{¡¡ t{oaËr: Z L¡cënso Nc.4t93t g "'2.',, !r!'"t l .' -,, $r.*t,s",,rrrii,ï¡iitìñ 1l rtllllt l¡t 2ã235 ¡grâln f¡lrt t t ttl 1ltil MOORË. JR. ENGINEER EFIIDAN No. 6201 I HAVE RËSEÁRCHEDT ANDTHE LCUISIA¡ UNIFORM CONSTR{J{ AND TO THE BËST OF M' AND BËLIÊNTHÊSE il}fi4 COMPLIANCE THERE1 FUrL EESPONSIEIL¡1 ÛoNTENTS OF THE1 i l ¡ i I llls ÛHAPïER A STATE TION CODE KNCIV\ILEÞGE l¡I¡NdSARE IN üITH.IÏAKE T FOR THE iE PLANS. tllll¡lr¡¡ *- Frcfessírcnal Certificaf on I hereby certify that these doq¡ments w€re prepared { apprûved by me, añd thât I a dufy licensed professiona engineer under lhe laws of the State of Meryland, Lícense NCI Ë--a*¡:-- * f rm MCIORE AND ASSOCIATES ENTTNËER.ING AND CONSULTINC, N.¡C. 22525 a4ß ¡iNOXVILLE. ÂRKANSA5 72S45 tgÆl fg ì/ir ffiEr tF-üþß ¡ÊA¡.€i trll¡lD lt¡ ¡a{93/nËE/liË¡rrñfiËÊ CLIÐíT¡ CSIST lB tgsr sfr. åâ ¡¡r S-3 s DETAILS 13 rftrsfcû tAl'ER ¿-üÛ- 0r r¿¡ ifßr¡c¡rßâL HlatrÊ 3-1? co.¡ccÍ@ srÉ€vÊ¡g r€rÊcþ 3/ ¡Â .è 7/lRlPti r€a8¿Ê Gå iwg"Êf8 ctL$ri À}¡! ÉAFTTRvltt{sots * t{e ûr st0r rtl-t4¡l/{'totÎtrt r¡¡ú ¡.!ñlx{rB É' l0r&. HIH¡l{jx 't 6A. tS SL[rVf s[ltne e¡Êrl vltll t¡ì tl¿-lrrf/4' sÊLF-|ntLL{16 rålÍO{nsrl *.Ê45Ê+, *rÌ!' eÂ:¡- f¡t !/lrdÊtlr;ålt no¡É rl eq-L rp !G ü'Clf$úS, Ç!t¡J¡..t s¡€U.t !Ë TLUSH VI?H TâlL ÉHD CL¡P clLOTT TT' RAIL &1LIû¡ slú. 0Ffflstll rF€ tyftilrG Ë¡lt{r1r¡ CELUI'IH TT HEAIIER, BASE RAIL fTR VINI}IIV RåIL i8 '",Ëgt¡ffiTltu,l qFTâ -.j Sa¿LE: !i.I ¡.¡ cE u¡rx !; Lf,lt¡+r aûalE: r51 ?n k{Âe€a lilS ô, ¡-¡5 r[r€Èl 3/16 íürtfiuH 6' Ltls, H¡H¡xt¡Ht¡ Gr. ÊÊlecrtr $[EvË tÉctFE t^€H ljllll t{)llä-l{x3.¡a' SELË-mLlIAEr¡5llÍfrts3lló rs cdtrt¡t LÍr' B^Sf FÁlr, l ?t l¡lPLË r€ÂücR CI¡LUI'IN/TRIPLE HEAI}ER C[¡LUI.{N/3ASE RAIL CIINNECTIT¡N I¡ETâILI ¡¡ eEF Ê^r1fR ¡ltå rrt ' RAFTER TE¡ CHITRII I}ETAIL rS foi eåflå 3.'tó CNLLAR TTE *i 11 22525 140 KNOXVILLË. ARKÂNSAS 72T4'MOÛRE AND ASSOCIATES ENGTNEERING AND CONSULTINü, INC. 3t3ro sK-3 BOX EAVE RAFTER LEAN.TO OPTIONS É ¡::5 Ë¡=í!r3l¡l¡r aPttE'a ¡¡i:¡ Er;:}í:l+a' TTPICAL BgX EAVE LEAI'I-TTI I¡PTTITNS FRAI'IING (B[TI{SHT]VN}CALE. ¡lAxlrli.X vlñTt{ Ef SrÂü0¡ìRt} L€¡1N-T0 ¡S t¿,-0. !l lotr ËÅriÉ? H ÈH li¡lt ¡t¡f¡ clt\Eat!å It5[,vE Tal ÉrtY:ã 5/t& Jt¡6 :: ptrÌg¡ì lrt:r$ı.r¿ii:{(lt¡ ê'¡l'¡l' tr G¡ âa5le a"Li¡-sfcìrfÊ to R rtER i'î{.Jltrvllh (a) ale t{rJ/{. S¡r.S fs CA-uf{lüri l.i iiti:i\-tû {DDIllEr B gÀ $-¿Haatt{EL 1l Cg:Uv¡¡LEAN-TÍ¡ RAFTER Ttr RAFTER CTTLUIITN CIINNECTIIIN IIETâIL 3- Ì! , D¡tr¡[.ç t.arrçF ã'¡â'¡å' l{ Ga. à¡l6LË Cr;FllctF! l0 eA¡Î{F CoLUH'rvllH ia) llê i4x:/(r SF.Ë !3 cfllJ}ff LEAi¡-TE RAFTER Tr¡ RAFTER CttLufiN OT¡HI.IECTIEN IIETAIL FITR K 22525 t4û AR|(ÁNSÄS 7284f MOORE AND ASSOCIATES ËNüINEERING AND CONSULTING, INC" es¡T tB t{lû sK-3 E C(}NNECTION DETATLS i ..--" t'. S :Ìr .frþ TS C8ttu{a fi lat tl1¡, J l{ttrlíuH flHllrJH NIPPLE ó' LFiË,!¿ c4, ISgciuçË ç{rn gltlvt tn Hl¡rtËJil 6'Ltr{6.sgrû{c¡üF SLrEvt r.{ñll+\tr{ té 6A.,tÍlt_Rf vltH lrtÉlê'¡{*31{'gèf'l á' LlIr& srlf,vÊ r8 ËÃs! å¡lt rllÈ lr{lF s6!-trREå:ã-t¡ù 1¿i:.) l¡æ-!rããl¿' SÐr,5 Br:Ë ãåtL 3/tç 3¡t6 :â I l..r's¡r's ". rLÞP1,:: lc! ÉÁTE R¡IT ':,J fp ?3 l{HÎlt 1.0USg^si: F^¡LtS Cütsilê1,*JSgÂcÈ s^¡Lfs eual Þ^sã t¡ll gÍ]LUI,{N/BASE RAIL CüLUI'INIBASE RATI. CI¡LU¡INIBASË RAIL ATL SCALf, NIS StÀl-¡'ti s ¡$ eaç{¡{ (ËðRi{rR} Hl8lr{¡{ 6r r[!É;HtÈ¡fr¡t t.a 6^.aD{clÐF JLrtvE. sËcuål lJlt¡l {{}.r¿-t.!J/{, sûF.å -ta Îi çü.UËr (g¡Ãr{Êt ¡llNl)rçr 6. 10H6.r¡¡r¡nt¡( lr 6Â. Co'€Ë?oR tlefwSf,cLñí VIÍH (4't¡¿-1.¡5l*" trF'g Tt {tli' Ea¡:f,a [{lrtcrgngtËì¿Ë rn 8Â5t r¿ PAIL ¡¡rc i \ i¡rai-;'t,¡ i:j:irr€fiüt sL€rvr 1t¡ Sasc l{ S/ttF stcì.áEE^¡t À'$¡t?'¡t'r¡'i{ c¡ ÂtE¿-IË:tP sEüLi?t tt Ël¡-ijb¡arl! c*rf€8 vltÉale"tút2;1' ;&r'3 å l:s:rÊ ^ilt a ür st¡e ro cü-u,{r Êå¡L $$H È.Jr¿" fÛa'!r¡, cIê s ¿rÉâ FåSe{{¡ l¡¿ 1ó *-*:t Ë.rrÍ¡ CãLp¡ EFIS CÍILUÌ.IN/RAFTER : IS r-t}l{f !r*.*ttå st FA¡t T5 {gr,¿1rHÁ¡,JsBÁIf pÂí. DETATL Er,{D ËÛLUHHIBASE RêIL CTNNECTIBI,I I}ETAIL ËNi} TüLUilNr'FASË RAÍL süAi.E r,¡Ts ¡s ct¡"r.¡r¡{ t t [$t cÈr$N îS CfLtr{Ài On EMI Êtt lrÞ¡l P'r¿.!t. t¡ ç^, ÁlúLf_ Lr iPs[cueÊ lû i"G-uH¡¡ ^¡{¡EI'I{R I¡IF Ùí il(ADTß. rNB0lIßil 0r vlN¡oc tAttvlrH rt¿-l.l¡¡/{' sfÉ't 't ,-j¡rilrri' l. 6å Arr6tÊ CLIFgtc¡.Ètf fı c{¡Lt,ur #*D ür8cP roF 0r Ëf^üÉR fa8t¡lcr gF v¡N0ov f,ålLVttH li:,!a!!/*'9!rS f; ¡€¡¡tc üRvlr{Dllr, ã*tr ¡: tfti¡rn:-{å[aÊ ttLUl..lN nR VINI}üV R¡EÍL TE PñST C{¡LUFIF¿ E¡R VIF¡BETV R*IL TIT FTISTDET i}ET KNOXVI 235t5 t4$ ÂRKÁN$ÅS ?2845 MC}ORE ANÐ ASSüC1ATËS ENüINEERING AND CONSULTINC, TNC ærs YE ¡Ê.¡ð sK-s g BOX EAVE R.A,F"TER END \ilALL AND SIDE \ryALL OPENINGS slt ilüï[JrlifÉf f¡ ñrR 64rf¡r¡{ sfr fl[rá:(lr{c¡ };ñF l{rt:år* ¡F^C¡t$lFÂc:lä :\rir;L t !.tî ir TYFICAL BIIX ÉAVE RAFTER ENI} VALL FRåT'TING SECTIIIN TYPICAL BITX EAVE RAFTER ENII VALL BPENINGS FRAHING SECTION 5[¡1i-Ë NTS rtÂr-{ N'Ì9 5EE ¡rã¡€5(3h¿!f Itfgf, n ruul , tPlllic fì xlxËott *l ãáVÉ ÊÆICR/ tssEfl8{-Y oÞE¡{¡lrG flR 1,l¡{¡0UvltH ¡€aûÊR lri]vt¡¡Flv FÀtL fr¿s¿âFpLlcå8Lr tu eNÈVáLig¡ ıP[llîrG åF Pf,n'ü¡*rËLot'(t vtlh atEÀtÉÊ TYFICAL DIIX EAVE RAFTER SIDE VALL pPENINFS FRAITI{.6 SEeTI$.| 3f+Lå \r3 t t3.. .ii.ì i f: ¡:i MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, IN{]. Elgil lYr ^!F? COÂST TO C{JAST CARPORI'5, INC 22525 l-40 KNOXVILLË. ARKANSÁS 72845 l0'-0rr20'"0' ENCLOSED STR UCTUREÊåffin ¡ñ P¡¡ ËÉ.:Ër rcÊ uil ..8 ilf l'[¡l$/tÈEËñnt¡¡ lrüt CLtEllÏr IEST lll CÛt¡¡f ll} sK-3 E VERTICAL ROOF/SIDINC ÛPTION :' 6' {-ili3 j . t:¡ '' : TYPITAL EFII} E¡-EVATII]N VERTICAL RIIITF/SII¡ING TYPICAL SITE ELEVATIIIN vEFrrcAL REr¡r'lsjpn$F BPrrEry :itALI t¡f 5-cìí;ÅLi'¡iIS ê9 G 6åLvrrFt¡Ë! t€táL FI¡LF ãtl Un1L Fr¿d:LS f¡dlElr[û HÂl CHAt{t[á.:: ¡ ie-4, i8 r,,4.*:ãr*T {:riÁ*'?il ¡?:.' is &Àut€,*T CßÁIIdL .:ì ià! ) 44r 1rÊ TYFICA!- SEüÏILN-VEETICAL REnF¿FIpItÌ6 5::4;.í- r;Ìi: PâNEL AÏTAËHI'IEHT flìl.lcRr{Àfg ËílH !¡ååilrAl ËÛú¡: ír^¡J[!*si sC.{LI I.JIç tg: \{trËtts{iíl 3¡r'fi ÈÀtixl,rt{ _sàqit16_ ¡t¿5' tt ıÁÈËl r¡å¡ c{Ãr¡x¿L Atr'-d. *C G^r) ^rit rrlrtFeù lcr EÁC}t ¡¡arf,R v!tx {¿¡ r¡å'i4¡11.'t0r'5 ¡:,r TYPICAL FRAMIHG SECTIBN VERTIËAL RNNFISII}THG IIFTIIIN scâLË t¡rs MOORE AND ASSOCIATES ENGINEERTNG ANÞ CONSULTING. INC. EÀUlf lYr llllf COA5T TO COÀST CARPORTS. INC ¿2525 t{0 KNOXVll,t.g. ÁRKÂNSAS ?284J 30'-0u'?¡'-6' ENCLCJSED STRUÕUR[C¡frE! rï¡ Pill pno.ËET rñ u:H ü¡lfB tÈr!þtll !!f!fr ||ït +T ltÊ langslræËB./rãas/ttG tLlEHIr Cúlll? m E[ l¡f slr. Ë DY{i lı sK-s 3 L ¿¡* cr oî Ao+1"o r ieaå r¿ Mark Noel From: Sent: To: Subject: Jackie Vigil <jackiexvigil@icloud.com> Friday, May 20, 2022 2:04 PM Mark Noel 11728 County Road 320 SCANl-lED HiMark. I Jacqueline give you Mark Noel (Mark Noel - Architect, lnc.) permission to act as Ass¡gning Agent on the proposed Pole Barn projectfor 11728 Co Rd 320. lf you have any further questions please feel free to call me Jacqueline Vigil (720) 643-930s Ift EXPOSURE C 15 {ü¡. ë¡=-:1 ¿9 6a 6åLvA'{¿åû }€rÂL ñI}r At¡ v¡i_t_Flr€Ls aÀtiÊr¡EÊ T{ Ê^rrips tt¡o {'¿tst5 ;s r:tg tåifi*¡t ;i i¿arå?+l¡:¡: ëtf#- È?r:f Ê¡Í¡ -v;it isiil: f.é.ilÈt/lt i* 94"eitF: ¡års F**rit r1î"rT" \ ç: "J, Éi "/ j--=*t*:i\ry_:..'',Þa ": c$Lusr(1YF ¡ dl:E þ1. üå3{ ïÊìl(ffF t ¿{ "t¡" r{åttt{Jr¡ tåt:tã Sp^H â4'-f ' ¿ \,, j. if , s' iqiÊx'Jri Eåf :{È snålt il lflûtr ¡¡. i+ et G^ gr¡.vArrt?¿t !€?^LP¡¡{LS ralÍCrc! ro *â!- u ( el'-f' x¡Ilt{Jf nâ¡tER sÉr¡¡ IJP=rqÊF RAFTER/CELUT-t¡ _ ENr¡ FRår,tE . SECTTTINSCALE ¡iTS lEg :Yo=€Sl!H¡l" 3lrtEl H^Ít¡l,x sf¡c¡N[ $ g g i" :: ; j à * ä fi ii il i; ;: i' r.Ei.. lr v¡ålEs xÊqtûtì€ ûr ì!4lqi]!'!û- tF4çlì¿q r_-Flg¡ï¡.s- } AlrrNF sErTrtrNsiA-,E NlS ;5 ;-ûl ¡¡lr i¡TÉ.\ t4sf *e e.' tÉ 6a u-Ë¡r¡ri¡fl*¡fg r¡srlr€t¡ le pÀrif* ultH aä, t¡3-1.¡tl4. !tr':;rl r¡ol ût¡ (4 PEn lg¡c¿ì BÂS[.iYF (frF l m âsr 22525 t40 KNOXVILLE, ÂRKANSAS 7284' 3fl-0"x2f -0" ENCLOSED STRUCTURı MOORE, AND ASSOCIATES ENCINEEzuNç AND CONSULTING, INC. .TD SE lt¡ sK-3 t åübiåtrÌtdrl]t!.È'ì¡'î.;\c.;?$¡Tds*tbl¡rìi Èãlff rflxl'¡:rr.{ 3fsilvd! illr -tv! Hn{lrtH .g-,ncà t.0-.r¿tJÀI)1lv8{ elA,l lr*ft133 3ì8t€{ :¿ .. -*{ftYdt ðlg r} qr¡ r€r:tv s,lts .r/Írll-¿ll {ãtHlt^ ålljv¡ ll¡ ü$Ê1lrj$r¡¡l 1lärjÐ-n tg 9!ßt¡ud ûr¿v Íültjy! o¡ ¡}J:¡¡vj s'llt*d]lVñ ¡¡fi -{t'l 19t}r ql¡lllv^ìv! lrj È?-'!'l i:tè Jffià :: ;j--.--,. 'i r¡v¿s c3t.ås Hïtlxrs .lt'ûe T n ),r,'.tZ( ¿åt!fgì€cd¿ l'lsrCÊFIüI{ d¡;.'ìl8n ìil 'ill::i: 3II d,åi)lì¡fi-E) 3ì8n¡O ir--.-,v',0¿t;I::-àrÌ .È0¡ S¡ftSB{ [Ë tü]ljvB Iu l]¡¡tsvj sl]ryd119ñ otr JoDr 1vrlr !:211rr,11Ð V9 6?BtdS à:rJrb ¡rtHlxvn ,0-.t¿ I /tât9Ðd {}n sül¡lrð tt !}¡f¡srr s '1]}ltd-.,ià gt| J00ð Trlli 0l¿ll{Yr\Ì9 lY{J &¿3 flUnSOdXr¡l*! ¡L:! ì.3N] .ÐNIJ,"INSNO3 ONV ÐNrug3NIÐNiIsil¿vi3ossv üNv :ruoo]^¡l,:3t r¡l t{lluI:ft nlJnUtS Cl3S0-l JNg "tli0lx.0iû[çþ8¿¿ SVSNÐ|UV 5',t'.ilÀXoN)rtÞ-t s¿sr¿'nNr'ç | xrLtxvì | qvn.l{lt ttvrì.".tttrd u¡ Exr{tll¡å fu ¿¡rñBasæÉltìstl¡ú¡/lEt¡,.ìSß)t¿f lol E¡lsrEl trt r¡iTGl r¡lffitÊ€-)ñ otû¡ 't ¡" I ag T I d I E EXPOSURE C iS ¡l¡;¡ {ti-:in ¿t 6¡ F¡}TELt ts lig Êàr:Èı et üå É^nÉLs i:i li LêcEo rar¡HrllTF) l4tÉ nÁll..Îtp ¡ v I ê1 -0. áAxlttur{ gÁftËF 3PÂÍ ¿r'-0" ( u I ¡0'.û' l{¡r¡lt]r RifIER fFa¡i FRAHE SSCTIBNSCALE' NTS ?t ç0t" É4r1¡lt g5 úr ûa|.v^r¡tfÞ fctâL ñ¡ttF a¡rt y.ÞLj_ F¡)e,-s F^sf€|tE,! ?o R4Ëtcns rto posri- l& cr u-cfi¡r.itl ¡*^cãF^Slfl{Eg rE t¡alft vllfi{?t tte-l{¡1r4. 3¡¡'l af ÊAEH fxD r¡ Pen ¡fâcËt 't LrcÉ! Ëclre{r¡!fYê ) ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. PROVIDE APPROVAL REPORT AT FRAI\IIING INSPECTION rfTF ¡ Í si: \¡fits rsts¡E] f,lfî¡Q Hrllrr¡{ sP¡ÉfrÉ -t. Ì5 i.&¡{8 Cü.t¡r{ ¿TTt¡; ¡Ast FÀt!illF, Dfi 12525 l-{û KNOXVILLE, ÂRKÁNS¡IS 72845 30L0'x20'.0" ENCLOSED MOÕRE AND ASSÛCIATËS ENGTNEERING AND CONSULTTNG, TNC. !g tG $(-3 a FEcSf¡í.€r 00f)P(^S AFPLfCA¡LC} ull{úv çâs afiLtcáÞLg) I.ì ! Q9 .ìYr': l'f f .. ¡RX l I ;ir{.fri vÂnles ttPEHf}lrig f}3 l{.ír8f{ rHo tpÁCltro tr ÊÀatlRl TYPTCAL SIDE ÊLEVArIttlg rcâ,¿ ¡¡ls BtlV FRAiIE RAFTER STRUCTURE (Sheets 7,7A,78. 7C, B, 84, 9, 11, le, 13 ANII 15) ?!t!-r,F g€ç-..- :Às aÞiì-liÂFLa) ¡ - vlñÊhJ. ¡l Þ. ¡dr Èñ(âÌ ÀPPL¡C¡IL¿ fälr. Lr{,1h vÀF(f,I Dipglr¡tlÀG {Þ{ Hfi¡ef, llg sÞ1rr|{ úr !âf,l!!E TYPTCAL SIDE ELEVATIT]N..'.;A-ffi-- UflR:fi çrFlEq SPAII (V) TYPICAL ENI} ELEYATISN SCJ\ r NfS t. Æl GtA¿¡t¡G tñJD00R$AND H üñfüüþlffi !ry!ff'r td ¡¡{üF s$ CIF ooilñtit¡ijätilne sFñTi Gl"A¿ffti(ì" $[E #4i f Y "'!v*' ' 2. !ÍF&ä A¡lJü ü00Ë ron olnrn ARzuÏFfiT ftËiìIJ¡ftË $Å,ryËTY giüü.'* MCIÛRE AND ASSOCI.A,TES ENGINEERINC AND CONSULTING, TNC. tlull tü l3T {]UAST Tû CU;\ST CARPUKÍS- INC 21525 t40 kNOX Vl LLE, ARliltNli,\S 72845 J0'-Ðrr2ûr.0' ENCLOSED STRI lC?l lRfiËCCre! nr PD{ PnfLEÊÎ M U'|¡'I {û lô t +tßtt¡tÊt!./trrfta¡t-,lllEÉ Ctlfllfr CüIST m tûilSr ,t þ s(-3 3 EXTOSURE C, 5Ec.rj*E Ytlkl??-l{rt/a'sÐF's jt t:f,i ¡*F:íF €êtH lx0t u/ t{i¡i ¡FnÊ1t6 ûr :r('If qür i:#_: t?1"" t?{,;t:..il ?i! aþa r:-e s/t6 v aor\¡€e TtR f;?É 3^t I 5LÉtvc:E {ÁfrËq fiaÁ x ? 3-t¿ u-cl{ëñel- xñEErAtt¿r{t ¡üArÍ ¿cLU}}¡ 19 t¡ u-ËHrrÉL (lrfE dA¡É Ëatlcr{! rù RållaP ^ra0 cû,tr.x ¡.s ÊulR-t cq-r¡*¡ rS CQ.tJ.f* EITX EâVE RAFTER CTTLUI,IN CIIN}.IECTIBN IIETAIL FT¡R I{EI6HTS 8'-O' ( TE l0'-0r SCALË. NTS isñtc1* 5. rlVE :7)tç 'ñ ru1J fårlaR Ittè t 1 ltt, t6 5A U-!l{ANl(L ¡c¡¿f lAsT$¡{0ru lllE r&-lt+¡ ârJÛ its tEÀ¡t,vlltl lól rlê-larl/4' tgl"l rT tåclr lr{Ð r¡e tÊr lnâe[] BRåCE SECTISN sËÂLf lruTs I ;: f!r'! tå 6*. rþfHA¡r.¡ËL rú€tgqsst Ë^3îÊNE0 ro Ri¡'TCñ at{0 Èû,ür+t ts cx¡Lur+! BBX EAVE RåFTER CTILUii¡'¡ CTINNECTIÍIN I}ETAIL FITR HEI6HTS Br_0, S{¡r!f, ô¡I5 Bt¡X EÊVE R¡{FTER Ct¡LUl'tN ÇBNNECTISN DETAIL FÍIR HEIGHTS If¡'-O' ( Tg t4'-0' MOORE AND ASSOCIATËS ENGINEEzuNT AND CONSULTINC, INC E¡lñl lTr lSt mtsRP()l{tr.lNc 1252.5140 KNOXVILLE. 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