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Home My WebLink About24-0256 HrdlickaDHLU a,s r~- x 0QLJJ a; Q- LU <0w < LLJ00 w < Q- LLJ b H16HEST F21D6E NAY '^Q'lQ'M RID6E14'-6 1/4'^ TOP OF PLATE&'-1 1/8"^- '-"T"'-—1''-'-^^"n-;-~;-rr'rr-"T'-r'-r~-'r-"-- ^?^;?E!EEE^:^^!f1"'SE^^^^2^^^illl^ TOP OF SUBFLOOFi - 1ST FLOOR ^ TOP OF FOUNDATION-10"- H TOP OF FOOTIN6 •».,.OP OF FOOTIN6 ^, 1"»!. _S-4'-10" ^^"1!%^^jr"TI "'V9sisy!' ,-sl^' .^. .^%^.^s" "''vihy """»''•""^jF '°iii§[ a. "v%h,,.th,. "'%& w^», '^^'v^^r~S|!^ ^W:i- '^L'.i''% SIDE ELEVATION SCALE: 1/4"= 1'-0" TOP OF FOOTIN6-4'-10"^-REAR ELEVATION <lr i"%. v'%s SCALE: 1/4"a 1'-0"1&>t«:gsa?'^'^h... ...rrS^^y^':v "eVffsgit?! II laHi. B '%ISI GENERAL NOTES: -ALL DIMENSIONS TAKEN FROM FRAMING, CENTER OF ANY BEARING SUPPORT OR TOTHE OUTSIDE OF MASONRY. -PLUMBING, ELECTRICAL, SITE GRADING AND HVAC BY OTHERS. -TRUSSES & FLOOR SYSTEMS BYMANUFACTURER OR DESIGNER. -ALL DETAILS NOT SHOWN SHALL BE THERESPONSIBILITl' OF THE OWNER AND CONTRACTOR. -WINDOWS SHALL BE SPECIFIED BY OWNER, UNLESS OTHERWISE NOTED. ^y\ -^^^^p^^-^s^ ^ ^SsasaSS. _L^ ( ")-^TOP OP PLATE8--1 1/8" L^^TOP OF SUBFLOOR - 1ST FLOOR 0'TOP OF FOUNDAriON -10"- Q ^t- SCALE: 316"- 1'-0"^TOP OF FOOTIN6 -4'-10" 1|S]4 _.sllfil' litIIJIJ HIeip .. sat-8i£-o s- a i'gg1 ua^S.S i-s|E SII It!IHIjt IIJisjl.1 II ||fi |itijil ill's isfs6§11 l&fl•igiiiS ti!ii ill iSliiii ill? Iiili lS38! ft II^IIIi IIIIll illsm13s £111 2g ^9^3S| "f'.K^ CN °-'^"'l Euj •— D SS Ox <-> s w. .0 0 IQ<0c^.LLJIll <z11 I 0co0 u<EH z0u <a;LLJ LUu PLAN #: Thursday, January 25, 2024 PAGE d:LU Q,1 x 0QUJ zQ;Q. LL LU_J<00) < LLJm 0) < Q- LU 0 GENERAL NOTES: -ALL DIMENSIONS TAKEN FROM FRAMING, CENTER OF ANYBEARING SUPPORT OR TO THE OUTSIDE OF MASONRY. -PLUMBING, ELECTRICAL, SITE GRADINGAND HVAC BY OTHERS. -TRUSSES & FLOOR SYSTEMS BY MANUFACTURER OR DESIGNER. -ALL DETAILS NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR. -WINDOWS SHALL BE SPECIFIED BY OWNER, UNLESS OTHERWISE NOTED. ''®fc i°VSki.^"ssiKsa!ss3ssSS^ 4a.%» ,!;ff^wailS&S. "i%l& '% MAY '""ft, 'lffi&'i,"<g> •4&'-0"' ^~^^^ 7-7-l' y—-—^-—^ . 32'-0" "'s'fe. ,;ss" ^ "^ °'!v]fsasy° ,Bi||r -y^,.filS:,, ~KRay^m. °"%? I" jiig '%&. "ss.'%;^'""SK '•'Qv t ^T-?si.'sijy^-———————————————————————————— -^— — —1-^-1 c^l ^'' .«jS"lfe> 'ist8sh. jl,<ly"'°lA l:silftSi86r A. '"5S&. ^y"?i%'is@y,sJS" vis%f!l" n° ^^^^' ^.. ^ ~^.sl99e^. "^^. ^ ^^9 6RA1ML SPAC^E. S ...rfisifcis8w<»SSP"'l'*!iS'"vysy s %»,. Jjr^,^^^^ "y^;''''SSRSf!SSS9Q!ali?t.'"& """i'""«8S;g» s3S5E^:-E;.,. "!;K^ffis9a9k^v%hIf ''1°. "'%It^St,,%./^&» .jy n tL_ __p_ ______ ^-__,gL/-IK\'::^';^':,^^-^'---:':;::^^^^'/ .___:L_1;_S .£9-.n!yA^s^.'"%'&. J "lss& ———rf^R!^§;^J'"i"l^l^^ M"%fo, •s6SS3"'^iSsiV^^@r t" ~^'%- s^' "%... ,4F .s/" .... 'v%S3Sy•iSi1' ..^ "l*assff llciUa:. .sy'sSJ";SSSilJ[r^q'-O"- (\ ^^ ^ igf' •u'-o"' •32'-0"' 001 q'-O"; ^;l5gS!t':^ i:fl0!Sf,^"WHa, "^ '"is,,, '^tSSSSSiBww^ '%.,."^, Sf "9k .... ''% ll^'dl%h^"ate. SiSsXft;l^l£>?gy^^ asss^ ^^'^^^,9^1? •48'-0"- 0 d3 FOUNDATION PLAN SCALE: 3/8"= 1'-0" I ^4ill?!3"la&l': 5^11 SS'SIE 'sfiiil g 1.11111I ?^ I f mi 'ii 3i?i?S8°!1 ils'I| JE §1 £ HIIll i Iffl.i isHjljt t!J!llisiffit liHffii iiW£s!?S8 i?ljgyI .21 5S £<"-5 -^S3s ® CDSQ-PIll^1^i S?£2- aK: '.•:•" QxI <£L LL 03Ck:LUX <^doQ^LU111^ o fiQ ^0m< 0£K .=m co a:2u<Ct:I—z00 <a: 0 PLAN #: yEaR/mOnTh/sAle5 DRAWN BY: JP Thursday, January 25, 2024 PAGE Z C D 0~ - <^§ i as § a> m r ~ en c o m m Q m -I - D 3: mm o 3^ m 0 V > §S F =i - S O m z d d 5 ) £ gs S ?5 ? ' ^ ^xgmII 'Z .mV>£ z m0 - I Im i^c m5Sb u^° : v?m S v073 en 0 < m t n i^§s^" 11sin^0 i n i§m vSs mCTI0z0 -\ o o - n > Imo2 | | do o m i£ a ^ m : o 5 o 91 P 3^ P, 9 ! Z - I 0: < 5 NO T E : P L A N S W I L L B E H A L F S C A L E I F P R I N T E D O N 1 1 X 1 7 P A P E R ,A e! S i y S S SS , ! . s@ . ^ y ' aW " xS , - y . . s i a S s M is i - y ' . d y i s M a s a i ss r f S y ' ^y f s ^ ' t'^ co CT Il l ^n; PL A N S S P E C I A L L Y D E S I G N E D F O R : BR A N D O N H R D L I C K A 81 0 3 0 L E N A W E E R O A D H E R B S T E R , W l GE N E R A L C O N T R A C T O R : 24 2 0 S o u t h M a i n S t . Ric e L a k e , W l 5 4 8 6 8 PH O N E ; 7 1 5 - 2 3 4 - 9 0 4 1 FA X : 7 1 5 - 2 3 4 - 9 0 4 3 ww w . l a m p e r t l u m b e r . c o La m p e r t Lu m b e r A D i v i s i o n o f PL E A S E N O T E : T h e s e p l a n s a r e i n t e n d e d a s a g e n e r a l g u i d e f o r o u r c u s t o m e r s a n d b u i l d e r s . LA M P E R T L U M B E R i s n o t a c e r t i f i e d A r c h i t e c t o r E n g i n e e r , a n d m a k e s n o r e p r e s e n t a t i o n o r wa r r a n t y o n c o n s t r u c t i o n p r a c t i c e s o r l o c a l c o d a s . L A M P E R T L U M B E R i s n o t r e s p o n s i b l e f o r an y e r r o r s , o m i s s i o n s o r i m p r o p e r c o n s l r u c t i D n . I t i s I h e r e s p o n s i b i l i t y o f f h e h o m e o w n e r a n d bu i l d e r t o v e r i f y a l l d e t a i l s , d i m e n s i o n s , s i t e c o n d i t i o n s , s p e c i f i c a t i o n s a n d s t r u c t u r a l d e t a i l s , as w e l l a s v e r i f y i n g a l l g o v e r n i n g c o d e s a n d b u i l d i n g p r a c t i c e s / r e g u l a t i o n s . Th e s e d o c u m e n t s a r e t h e p r o p e r t y o f L A M P E R T L U M B E R a n d a r e n o t t o b e d u p l i c a t e d , ch a n g e d o r c o p i e d I n a n y w a y , s h a p e o r m a n n e r w h a t s o e v e r , N o r a r e t h e y t o b e a s s i g n e d to a n y t h i r d p a r t y w i t h o u t f i r s t o b t a i n i n g t h e w r i t t e n p e r m i s s i o n a n d c o n s e n t o f t h e D e s i g n e r an d / o r S a l e s p e r s o n t h r o u g h a p u r c h a s e o f o u r D r a f t i n g S e r v i c e A g r e e m e n t . CO P Y R I G H T 2 0 1 5 L A M P E R T L U M B E R - A L L R I G H T S R E S E R V E D Q;Ill Q-^ 1~- x 0aLU a;a. LL LU_1<003 u._1< LUco ^w^Q. LU b VDC WadU Bracing Proyisipns Permanent Rule efiectiVe September 1^2fll4 A'HowTo'gmdeforUseoftheriewpiw . Summai-y; Forget wjmtypu kneu- about tIieyrenoiR wall biiicmg provisions - 9as metho<l is a; Different concept. Tlieprovisious are ^eneraUy based ou:Ae2Ql2:IR Rxivisions, The aeyprcscapyve Tables prou^r^FaufiIe side (mtenmttenf sheathmg uietliod} OK fhe;;total 5en^ ofbraced.u'aU panels required onarettanglesidefeqntiuuouslydiiathedmethoa^^^ du'ectioubemgcaisKleial: %liat;tiasB"t.clumged'; Qeuerallyth&traemgmatqjdsmd&stenia wichauged,: X:Iit}prA5snmptitO&s/DejTaidits: -• ,M^oi'side::ofestei'ipr::n^l|sare:sh^tlied^A * lO'-walllmdits • WiUdExpositM category B .* For the idemutteaf bracing iaet]ioa,roofeave (top of waU) to udgeUB^ Stsa'nng with the topuiost floor level.... STEP;1: BAfiiIe.therectanglesides.Bycffcmuseribmgtheomemfflste^^^^ each floor level with a: rectangle. ThemaximimiJeu^Si&f^ysideoftliere^^ :mtemiittenf hracui^asd 80TTor contmu^^ length to Wtdiliiatio:df tile Kctaiizle is 3:1. ffitiielmgthoftlierectiingl&siiie^xceedstlie, ]aescnptivelilmt:Qfthejespectivetable6rttele»?ta^te iui^t'ye<iramiscdbed<n':di^dednithmor,efIiaB^^^ aiBdysis. See examples below &(»litIie:rules-Figiire.:!21,:2:!-B. ngnw321;25-BDEHNLNGBT.m.DING SIDES A3® LENGTHS WTTH ONE ORMORECIRCUMSCRIBED KECTAXGtES^' "T Material .Mm'nnum Brftra "Material ThlckBfrisor Size TaBIe321.25-GBRACING METHODS'-' Maxicvun?s'Qininftl WallHeight" Minimum BracedWallPaadWfltli or Brace Aa^e Omuerfioa Criterift Minimum Fasteners "<"iife,SRteiiJRfe..''^'•^^s^ lutemiitteuF Bracinif ^etliods *S513N RKMEGJEDi.stKsws.wunn.es, swcsa'^H^.-PANELS TC AD.hCEMT'SSCTAKOLp us' Let-m .bracing f2» AnBltd-buridiiiB-tlae nl»nd BWB. Diagou?! wood; ;WSP: Woodstnictural jpanei: .•cwe.^W-tSLE (I): Basic floor plan <: jt£x. T'.Vtf^eCT^FKu.SS f:3V Ailfiled floor nla u£ •^^fkiqr'pJiu iCT'i'.I.sij^U'&ii'.citCTiinscri&e^ ^yitfii&c? u nxtfe Feciaagies.an>niii[l-thB.en[itc..fl<!(orpJi(n at OK .Sow leiy.under' •coiiacfc^~<»M-don^.''Wlmi.'midtipl*i^iu^^ •the faradiK? lunomu aiddrf logahu' afong'ifac .cbnuaon waS wiiiw&ddjacem rectaagte? n-,Tert;tp or abut. 'Bccaiades^rsuBoiindaU'^c^p^ Chm^^p^lK<^tprii>i<iCto6m,Md'q^-stifwsuch »A .caipwls aad dcds. ^hafl :bie cxcliiiinl &CTm flw Kctaogltf- •^M^rKtmgdc^l:fa^a'maxifl3^i»cn&glit}e 'PtojtCtedcootoburiuglcn^s^f^ed^Rtfri^^.fimiriansl^.^om<Tiii'^mgliri^tlduig^s^pl3asliawTiabow.; *B^ri^lt: pa^s lototri <>a.? .CMrisi^.^1 wfcrfr aiasdeA^ltk?l£<mtalMtERgttoj^^li^,(tww4i^lr''^i^ .coutabuiuigfengths tiinnnis^ the a<ij»cCTaaq.^ediwtat^I&side&.: 'Where the ccauiwa side-of'rwtafisle^fls s&wa ittFigme.321;2^S^).&.w,n&^i<uJ,wiU, Afrpftrtton'.diall Iw'^sigpri uigccoriEitnoe:^ s,;SPS32IJ,25 t'B)'^), STEP 2: Select the waHbrat;mjeineth6d(mterimtterit or co^ (intemunaitJueaod) from TaBte S'il.SS-G. ITusiag inietmittent bracea:wall panSls. ill gcnecal mostoftbebr^cmgihethoysaiecousiderea^qui^'alelitaudthemeth NUMBER ofpaiids Kqimedoil a reciangteade.-For eontmnously s^^^^ yields <h^totallLEN6? of'btacea'wallreqim^dia^ffic^^ SFB Striiciurarfiiberboflfdsheathiris;: GB Gvpsuiu boatd(lastalledaa .Bodl sides•ofwall) 1x4 mtfnd brace :(dr approvedmefail brace iu$ta]Ied pea- mauuiacfaEceF mstruchofls) %"y.liomma^fbr maxnnum34'T b,t, stud spacing 3/8-for niAxmuimiff'o.c.snid sgacmg;T/lS-fcl? BaaXHmtnit'24" o.^snict- spacing .K-ibrmasiriium 16^ o.c. stud spgang te':fiM-rfSrwxawaaSiSS'to.c.swB'8' I ^ncrng ^^ss^,., .10- <ss*^ElflN; •y^' ~s!Sstf>" ^th.. 45°am?le?and majunnau IS"' 0-c/'stud spacing" .48" %fe,"81K ^jsaagissri'%^ 2-8d common Bails ot 3-83 box naiIs(2.Wloug»IU;}?" diameter) 2-Sdbox nails (2 M'8"':lanyx O.H-V'iiiaUffiteF) OT2-l;a/4"long 16-gAge: staples Sdconunon:ovSdbrix^S-loqStdM! '^S^k.y6?-sasS®.stapl<i|tl/4"'toiiS.l,,?'ton|Hi,,fl.I2a''(tiani8feilijsgalvanuglS' I'l-iai'o^^.lifi- ,,,:gage.' Naples...' 1SSSnw ims 5d cooler flaiU. •or/^E?: screws. MAV Nau-bvi- Pams! Bi-aci&eB.eferto Baure- :m.25-A '/ n 7lLi^.S^ri'i^as'SI®' Xe.fer to Ftglire: :32t-i5-A Same asSEB :Ref»"tQ f'lgass 221.25-^ tyfiii^ipaiBNB.. 3" ;ed&es, &*s :sd<yy-Stti 3".edges, 6'"-w TtnflsstiiiIH» sbeathed'riitii caBuniXEU'K-iaiciigJ.'psuii'walJbdard utttws wSxcTViw peHistted,^Sf•hon. AU.^ses'<:riFpauei-typftftdLbt?ctn^CTcq)t'li]Ort^n^joi^ bcflttaAed nail hrijbi slmU' mclufe stod.liei^Iir mul'tfitcktefss at. top {tBd.ixittoBi.piatcs; The acmal n'nllhnglit sfaall bc'pS^a^-io W<^ ?? Ii^ri: aotuud.n^•(c)'^.(;^U'cui^ .lO-^rawE^. n^:tu^ fw3<-c^-12tettnAcbwd^^n^lfcw^fril'tDT^bi?32I^MI'qTTa^^^^ ' " •°UBA5aist'pCTo^d'ftr.^^,i^'<^tu«'a:T<»f•twl.p^ttd'tri.te^ib?n^«l;forMdi.4$catu^IJB:1^^ ^.!i&w^y^'CS-W^'^.CS-SEBsb^baT?:A^^ .opeum^i; Shall tn-- attactiMl'to ihc top and botlQinjAim and auy ian-miffAafe shute, AI oBf contuiuotts Imedi. 'Each':1)r5ccdpaB?li^'ctwmm'npnKir<thait'c^ duOEasibcflftbe paneL aiul.£<a£ned:to Tfac middle, tfafcc-fowths oftiiepaaid. STEP;»;DETER&a^^%IBERQFP^\TlSOBBEQUffiCTTpT^^^BRACINGIffiQl'^ffiDFSINGO^TQF]^FOU0V^T^TG^^ A) lufg'nHitteuF faajced'w^pariels. Deteniime the NU^©ER' of braced panels re^mred ou i!acl].td:tmgle.si<l»Wffl2 Table321.25-1 based on the leagtlioflhe popeadiciilat ade: NQTEa,nummi?pf2^i^ce<lwaUj)aiti?Isi&requu'ed:oueachyec^ THbIe 321.25-1REQBffiEDngnEROF13<TEgR\HrrE^TBIUCTDWM,LP^ON WALLS PARAI.UXTO EACH REGTAN6LESIDE CS-WSF'7 :GoatiQitouissheat^d'•wSffc,. \Sy 3i'yfta;^.g,]BMmmiad[@S3BIfw. C'ofltumditS Sli^gled Bracing Methods 7" edges, 7" •field (iududmg^ top:;uid bottomplates) ATEACHrLOORI.EVEI-'a;b,t,(Lt,(.1i H-HI KeferldTahte .321.2SS,Same as WSP :SameiaisWSP WaB Smlporflng: Ropf;aad ceUifig ouKr OtieQoor< roof mid ceilms; Rwinh-ed Number ofpracepfinels oniiBuiIdtligSMe I.?E? ofpt.nmuBtUlarSiile (twff -s5- 'r •TI <so '? 4 <7S 6; Hdglit (feet) ,^t(ipolatiotitsj>ci-a»ttcd, Efii^bt^^bpitdmiB.Iarg^tfa^ ^W& talUc wppUes i& TFtnd oqwsure categMyB.. Eor wicd CTyosure sategQr^-. C or D;, multiply. tfac.nBai&ar pf braced'iraU paasls requutd by.U.cw l,6,-;(np'ectiv<l^ ^;tuAag>osaTecaf^^'BIscongm^cifuT6^acd^boi^^,spaced.tfbsfo^ou¥.hawiug^^^oistflgle-^^ ycfiiuticai'.b^ aa'oA^r .T^pe.iBqposure-. W1M eiycHiW.t^ttet^C is;con^sri:6fa^\l(q^lurid^iam'<tfoiii»irtrt?.aaTitws^Jsiteuiaay^BadraAt ?^in^stuwd^'^^lKi'i&''any.taiiIdi]^'lt^t^i^^ 'directty adjacari to open areas- ofExposiue C.type ttiraiaiti Mivquadranrfar a disnuiceofiuore than AX). fwt Wind oqj'ositEc'categoiy.D k'ccBt^^offl^'^mDbstatc^fifeas^aq^'irf^'vt^d'flo^^ of .at leost'ljmye. Tbc a^i^tq>pliwoialyTQ&o^lfui!dm^i^ other stmcriw^tfi$ostf^^ water, 5^ttt^'Dre^eod,^fliau<i&pta,di)?;sIi^ wiiichewr.K.grealer:; CTabu]a(^,va^fsaR'luisrf<ni.a.i»ilainaJ.^aKW'th^^2.^,iuuIbp^tlte.rr<?qta^^m^ IU?iw;Ur.fert;'w,1.3'-fQT'12'fti-t. ^Afc^red ^es.aw^»d;<Ml'a'TOtifwdi'aiopHctf-^ .othCT'®utlIO'.feet,mulupIy'fhe't^'tiff^tiimft^.ofb^ .fl.';e;^l?M^,»9iJC"S;istiy'a' KnW.I-Spoon^ttSBnftrtBTUl.jtBS": SS t1W^c'inmimrw'/^uic^^pn^w??™rA't^a<>tu^ bnu^.^;fiwwkbvl'17;.jToF^t^?u^gw,1.4:^;^^ f^ yaie<iar^tl:Ttat:iSm.t^faKS<»SMlf1a20&ct-•:R<^+:lHo^-(F:85,ftir^.^t;I;1.5f^l5:-^pT:^fo^ '%»>„ SK "%..^^s H.iir portal figma ntfcifetA :fA^urin^ts'.'iA.foctuoi»:l>:.ta»'app Fritctions.ofpanys.^aU-be'nteuitfd'tftthi* GENERALMQTES:. -ALL DIMENSIONS TAKEN FROM FRAMING, CENTER OF ANYBEARING SUPPORT OR TO THE OUTSIDE OF MASONRY. -PLUMBING, ELECTRICAL, SITE GRADINGAND HVAC BY OTHERS. -TRUSSES & FLOOR SYSTEMS BY MANUFACTURER OR DESIGNER. -ALL DETAILS NOT SHOWN SHALL BE THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR. -WINDOWS SHALL BE SPECIFIED BY OWNER, UNLESS OTHERWISE NOTED. KwUlttocS^ i^. '^S.^S'^•IIflftaffit,^ifadc?arc.1fe1 ;toteu;d,i?a«'tuigU]i<i Ksne.ytte;'(?>oae'Tffaw&Anei^ 20 TFcrpendicitlEff.;st<^ M liiff'terit/imd^M^^ .SxsH and rear srieg. '•iiec-Fig'are'•321.25-^, trTte &Up{^'brac^ ^Iti^t cc^tic^ .sh.^ reqmratnuiribeT .ofpaaria:. (1) one iSO.df^w •t^B. (2) oue 48" OB or oae 96" <SB with gi-psnntf 3.^W$P,'(tf.SFB^bracrfwaUptodf^.w^:.huglits.not'uK^noinbre,iiiiau onc\^Iock^,honzpfi1yiJ.tiiut; .or (^MifcJ'F'fcfla- p^rid Cdniiikgi^ ft-iiih Figure. 321, :^5-A.' .^»^ue;gfless'^^'2s^^'cniy-a»Aeb^ •Th-.3i!-wilttn$.\'ulTM;l'sha8|^'3,<>T. •Sirt-^^To'^'coiKisit^^tfc.iafe^ 2., ^^•y ^i'i3%t, B). CoritmuoudySheatheai^sed^a^g^^fjgmetfaeTOji^.E^^ panels: on each reetaugle $ide .ii^^Table:< p^teu^icu^'^side. jffM||'TlibleAl,2" REQUIRED .U;!'>e?|KC03U>1!OVSBR.jEAC&'BSCTMsKES^i.in .,rf»ysr Roof;ceflingt Sfliafaud ceiling only Oae floor.wSfed[wFwoflQprs, :loo£and oeilmaRoof arid tMlmsonly One floor. z-oofand •ceilm.g- Two floors .roofand: ceUinfi: Ri A_ A_ ^fk:.. ..^.SSt!», '® 8fe.^ 'i^'^ A?' 5.0 2.6- ^.p :2a' 4:5 €3 iiS»Jgaai ol-Pei-peadtcBlarSldeffett^ '63 9;; 4.6 73; 10.5 s,s 11,9 ^w : 5,0 9.0 ?.-f )4.9 H.E •40 sa?. 12.0 7:8 li.s .193 15:6 •Sl;8 w 21,3: W.7 .33.7 n.i 1S.9 ;2» w 'fA. 1'IJ !9,6 27.? 1A2. 223. 31.1 70 ?5 19.8 39.2 133 !22.9 .32,1: t5,4 2S.S 36,S so 12,0 22,:6 3M 15.7 :2&2 36.7 t7.i6- 29S OR SSS-I based oifllfelenafcof file "%. (NGON'S-AI.LSJ'ARALLEI. TOCFtOOR ]LEmiii''WAM.I! • Top-of- Wall-ts- Ridge ~" sSESiaBilSieqnjred Ltugtli ftwt) otFlifl-HMglit Bracing , on Aiiy Side ofRti-tanglt *]ut»poIattonis.pCTmifitcd. Esinqwlanon to biul^^^Inr^-tbmiadAessrf itLtUs.table-it;proIiiiifte<L fcTU?ltotifr^li^fo,<?Ti^,<iy<^re'Qi»gdty'B. Fw.^^ie^^e'categcuV.CtirK'toiilupIy.the'req^^ tmtciu^.iyk-L^'w-L&.re^ectiveI}'. Wmd'^Ei^w^^esiwe as defiorim Table 32L:2^Ff^^ ^TabuUedt-atett atfrtws^ oqa tommal^wnU*«^t<^ihe.regniT^Ieng&.of^c^ibYdic'&tjicm^AKtCMre; 0.^:feSI.^,.0:95f<wefeeL,US.fbflif^oTiAOif<ff.^fet. %'!here uttKtimoui %-iach gypsum wd&oanl iata^or fio:? is nQtprondedL'tliejsqiured bnuang -imouat £ot the affectedt<ttdftgIc.si<fe.^l.be.muIi^^by'.l4.1'c^^.^'l"i<^aMl^.n TA(itj(tstmaasin foo&tOtn.&fDtf sEptyctunnlarn-eiy; .^>up<sidi<^ar.'^».to.tlM:-£oti(:^'tfrara are Sicfioat and rear aides. See Figure 32U5-B. £Coaimwu?A«rihmg^ayteai^S<^;to/aU!nT6iccsof^ befowwatl opcamgs; ^V/bwwiS. Qil.A^-ali.liM-.-pf^fa co*>titiu?s.^hjra'dhi^''^c^p,ott^ coattibittms towardthe .tmgdKitf^octmaons slusidimg.nsca ou o&er;pwtu>ns ioftht; Runf- walISni!.; such as. &« buildicg .suie. at' ? 'giveRj*oor IfsieL ^^'^U9:DfItesA'Eu4.0MdmtaHei^TMC^Tas'fKy.fcegBuung.v^ siiii2.W4-(l odFgrniKfc to'b?caiartM.TOATflble32l.2?^'and'subd..2. STEr-t: ,Ifieqiiii'Aaflply8nya<Vlu^ required bracingiimoimt) pet flie footuotiis to tile respective Table for tfie inetIiodiBea (atemiifSeritoreohtmuous^. For. example wfflhei^tsft categoCT C. or D would .bofli increase tiie bfaciug amoimt. Absence ofmtenor!/'i'':gpsuialioaid slieatimig increases die icquited braeirig amouut S^EP5::i^eaf;steps 2 :thiou^4 considering wmdte STEP 6: •Detenameffiemiuumiiutequu'edwidffiofbiace^ Ijracmg.nuffiod.tlie minimum leagth of Uraeed:wall panel is avemn TaUe 321.25-0. For contmtKriislYsheatKedbracmgmeaoa.theniuuriilimw^ dependent Qri the maximTmi'pj»rimg; hei^ :Fi-aine)rMethtid^pMatFrameuarow]3metbi^ii®may^ .comjauoUsIyslieathedM'acmaiaeBmds. For Intern •B^ ea^PF panet (16-24" ™depetFigure 32 l:2S"A5coiiiits^ detemiimiigc6iiip£ancevnthTaMe321.25^ Fca'€otitmu&uslvSheathedhaciUa,:the:acttiat leug& of each PFpmet(?24''wide perFigure 321/K total .lengtii of bl'aciBgieqim^a: STEP 7: Check tEiatdiaIocat&aof traced waU panfets meets Figiire:32.1.25-C. A tiriicea wall ^melfflustsfaifHitliml2.'/S'&dmtheeM spaced a:maximtuu:of 2.1'edgeToe<igealQn,stlierectiisgle-.siae: Foi^ilteitiiittent'orebnljnuOiis meffiods. eacliEFpMelmeetmg;(lieini^^ braced waMpaiel when evaltmtiagcoiiapliam FICTEE3213S-CLOGftTION OF BRACED WALfc PASEtS MjONG A SEILDING SIDE" tt'ltlU. aKtCEBSIW3.WH&"^VWBtSDWU-fiHSp;:, wij&te'^'^flya)!;^rvam'-S^y^^. l"siSs.Mlraccd wzK psmei can tie mxythmg finfncaae-lial.fto aue 1?racepacel isVk,.'"^ Hill ±3:^ E °f- 00<w.f— 0u <Oi 0 PLAN #: yEaR/mOnTh/ sAleS DRAWN BY; JP Thursday, January 25, 2024 PAGE