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1955 Beachside Ct A 4 �i w 1T, REVISIONS 3 0, -9�UdLKZ3S,WLtk 200 avDt' a raode:200YL code, New and! CK�St�wo 0QN511;--LkGn- QN N01Ui: Wkty L—d VT>A. AT>A. C,0NCe1?-ETU-: Aoto(Lt�ov,Pv�d repn�r RVL-dApproprtate C�apters wi�th �vL, Clo,01 ASCE��-057. ACI. ATIC, NDs. Av "test Ed�t�OVO. T'aUdLv"o t�pe 5.. -ess�ve strevL-3t� Olt 22 dcl�s: C)ALL covcret9.ShPLL kRVe the fouow��o ndv�:Lv�tkvi&cow.?v �e'foot��Os--------------------�C'=2500ps SL'?b ov�'Ora, R-emn�ne) 3ovzrete-------------------------P�—:?000�s� it tke�Vutewt of tke Des�,3v�,er t�at tKs work be ooAforntamae wLt� 0111 rec(Ldremev�,ts of the Aktkont�es;kav��ejLkr�sdizt�ovu over tkEs;t�pe,of Oov�,&trtxrt�oo,av6d oravcpcmz,�. ALL oovvtraotors (DALL MW roocrete Stabs ov"orade skaU be tlnilc'�'-K'ess�S��d�aateot ov�'the draw��es over M�K&Ltm skaLL do tk6r woy'p-. oO6 mU.poLUetln�Leot vapor bmry-,&ev,. Svoh Stabs slilaLL be r6t�foroed wLt� &-,K&-#lox:Lo wwm Lapped R, at edoes aod ev�zis�A covvfOrmavuoe w�tk ASTM-A 105 or T-he oovutraotor SkULL verfLfi� Ott oovLd�tLOAS RVA O(LnLevSLOvLS at tkjob si�te prLor to romVIteKeLvI,,0 ASTM C:LL:LC,. worke. ribervms�ReLvvf0rremevLt W�tk vvav4mLxvv-2'fLber Lcvqtk at I L'F-lr�y wLtk 3 Q aovtrartor shaLt skpp[�j, Locate av�,d bk�td �vLtO tke wOrkZ RU"Crts, Qvz�ors, RKeLes,pLates, Q FUL Lcmo(gr aootretestclbs SVIOU be rtetqy�'Sawa free of debr�s ai&d otkr deteter�oks mcitertaL. FUL skCILL be rOvv-'p6'rted to R demsLtU of at teost_�5�& )f Mod�fLed Proctor Max�mum DrU -ess�ovLs, Rod pLtohts as vi&a� be re,�k�red to attGjch pv d V 1�� a' opev-Lvi'os'sLeeves' havt-oers''SU(b depy L>evus�tU (ASTMD1557). FUL ShRU be treated W�th itYmLtt?O�-SW'before SLQb is pLa00- U000mmOdQte other wor�,,. -ar Kpow vcwd�StLtrbed so[L or vpoyL,sat ooritpaoted to a "tto f Fol shaLL be Ott o at Least &C PrOptrtd of the DesLontr awd mae "t be These olorRmewts,as Lv,,styuvvtewLs.of servL0e are 4: ttd.I>MtOr MRXiomkK&DT DtM&LtU (ASTM1.-,:L557) for a depth of at Least two feet , Of MOdLf Lkso or reproo(Lcoed w�thokt eKprgs;.Std wyLttevL,rowse,4,t of the ix-sZowey. J q '4 (2') beLow the bottom Of 6le f0t�w0j. ALL detaUs;av,,d seat�ovus,showw on the draw�nos are�wtewdtd to ble te?Loal,awd shpi,[be col/kstrtAdd 41 (Dolkeye showo., aores of blork masowrb siquLL be fUl,eci wLth roarse aroitt or pea oravel rowarete to appt, I�I I I, to av'o S�Mupr S�tt'cat�oo'etsewhere Ln tke wor)z t)(0tpt'/Vkeye a d lf , �fferevi't�(etaU�s skowo'. WLt�j M�VL�W."M COMPrtSS�Vt Strtwgtk Of 2,500 P&�Olt 20 ola�s. qrm(" viueeaea Lv�thts covutra&,the Ow"r wUl,provLo�e rov-traotor wLtk n sOLL Vol* �p T;Zt��forcivkg steet S1,1aU be ASTMA-61561;,-P Olt 40 J eforvvied Mw bUlet steeL oo'v-farm�wo to Ott �"estL9at�W,report R-d 0-ALds�L. ALL rec(Ldren4-evuts Ig for sLte preparatl cjv�.d SOEL COKtppCt�Ovj, Fp" the SOU report skaLl,be f6tLowed L-t�ess addLt�owpi,more AC,(soi,AC4315,AC13le Rwd aRSI MUvukQL of-StRitudard 1>raotwe. (Latest edLeLow). str�jwoewt re'qk�remewts 'W ca"OE (2)ALL oovut��"ot,,Ls veytLoaL av\,a kor�zovvtat r6K;f�orc.��o steel,Ln fqot�oos,beams a"ootityKws shaLL be Ottfd Des�o vLdr tf fokvWattovL oovkxt Et�oous;d"OIqLte red di��r from so�L expLorat�o,, Lap spLErec� a wlvx�mkm of--,&bar dLameters or 24", wKrhtver\�.&oreater I;"jLr'*V or 'terra ��formatLoK.made AVOLI-abLt to t1,Id cootrclotor. E� (DT�e fo[,Low�nq m�n,,,vm,onrwete covptrs�n!,L be prov�ded for r6vvforcen,,ei/%,t: Owsalm Ln' j�I C�OVLC'Kete oast aqn��St a"perma"ntLu exposed to eorth. I CS-6, -7 �ts rOmpOKev1.t parts dkrtv�,� ereattov". 111 It t�C aovttyvotor'�;SoLe Yespov"SLKUt�to aettrm��e ereot�ov�'pror'emkre av�A sectketAze to�v's"Ye the safet� Of the -"JU; 2------cov%Lrete exposed to eartk or weatkr,#6,'E�ar Rvx[ Lotr3ey. y Val"Or CovLtrartors.skaU be respovts;�bLc for aLL ttvvLporar� brarLvLo tiIat�s rec(Li�red 2------covvrete exposed to earth or wtatkr,#5&ur cip"d&ml Cov ditr�vuo a0vGstntct�ovu to�Zeep strkatkre safe qKA P1,6014 W-vutU the ev%,t�re stmatkre�s �n pLare. prcjc��g IC :L M2------aovvGrete wat exposed to weather or Lie,000tm�,t wLth earth for the PrLmard Skowv�.ov�,strkctkrnL draw��95;Ls for t1ile aomp[eted strvotttre ovL�. *4�j` �ill fl.i - r6t�foroevv-eyvt,tLes,st�rr"ps awd spLwoLs Lt&beams LtvuO oolkmv�.S. 6O�.*N 90"Of cir IS ver�fU RLL dLi/MmsLovs pr�or to faby�rpt�ov,,pv�,d rOvvstrkrt�Ov'. A clearyiew P I ;t H-orLzowtaL beom ovLd fool bars.skaLL be beKt 25,arovVLA oormrs or corwer bays wLt� DOI d V 'SkbS"rfRC'e SOU OOVALIL�O[A,�1/1,forKLRttoj&�S j,,ot ava�LabLe' Fo"vkdat�ooz art deS�qvved for a 200opsf Q V --I "*"�I Ln Dr &Ott bear��q oapar'�t'�. 0-OvLtrtqrtors1,iaU report civud dLffp 2,,5, LapskaLt be prov�ded. 4[1", a R--d py�Or to rOK4.KitV6rLWg WOrjq ook,�OtLt�ovs to the evotvueer of R-eroyd -ovI..traotor shatt pyovLde spooers, oha", boLster,et-,. moessar�to skppoyt r6vuforr,�vuo steet U t�pped or staLvul,ess steet. hut Rd SLtppoyt�tenLs wK61 bear ow exposO rowortte sLcyfRreS SWRL1,k42ve ewds,wKah are pLastLa Okw 41 �A 4 vue d (9 ALL aetaUsskalt roiiAform to MCmkRL 01"Stavudard Pv e for deta�' Ye��force L _��K jitoad A,dft ,ad W(GUA! At� 41114M 14 V��-�'- -5 �.' co4,�repte stnkotLtres Ar-I 3:L,5 (1,01teSt edLt�Oo,), v--LM; detQUCo(ole ovx,tl�estri4rtt,,crat Draw��e)&.. gwi,� , 1 -� I f 1'g j � - 4 (T�l ALL C�ovtzrete work sknLL be��aczordavve w�th 'tke&UoILvLo oode reo[u�yemewts for oov�arete' 'N PQIZ6� ACI 310 (LclteLit ec4tEov.),Cmd 'SpeeLfLcRtiLov,,s for stv"rtItraL Wvzrete for&Ud��qs'Aal s0:L. I Al--"el 14 fit% Ave !'Al SIN RDOFIN61: V\/hereAppUrC1btt st: 44 N (!"j P-Oofw'o skaU oon"'PLU wLtk 2007 S-C,,-Ndw Rod dxLft��o bkUd�n�s C�nd CILL Rppropri-ate rhapters. T'7:''4 T, I. q :' (:2) Asp�iatt sk�neLes sk,2U be des�ev�-ed for w','vLd zovue of tke ii "L ' 11 0 q� logo (7A 2",1 sq."A, C:�� FOLLOW the mQvvfC1ctL4re'S attachmevLt srhedL�LLE for,:he w��d zooe of tke stntctuye. it A" AspkaLt SK��DLes,shatL aontpt� w�tlei ASTM D 31rol., --ATLANnC HD EVA V Ui"-w P F�! t-11A.S0 wliere AppUaabLe A, ALL masoywU workz s�nti, be aoror�poze W�tk ACI 57:30,/ASCE 5 TMS 4o2 M Ova Le XXXII D.? CovIzrete masovw,� uvUts.shaU be A-S-rmr- -75, hotLow tonol-bear�v�q 3ovzrete masonr� _90 -W, coa- NtaW.IjjW't Loop S T Upe:L, cirade N-:L, vvormaL w6akt,W�th a mLvUmLmL aompress�ve sty-evLe)th of 2000 ps� (f y�t=j--50ps gzow-latL� Of 7>rpfms�o"L RY0 000jo—qt�ow Coda SI rid N M !7 oo Mortar skaLl,oo-form to ASTMC2,-0 avwl be of t,�pe M orS, 1A Ck 0- -wi f ... p & �torl'zowtat masonr�jav't?-6Vf6rcemevtt Shutt be t3PLv9vLLzed tyv-ss-t'�pe WLt�j o"Lop at OILL spaces UKZI aiv Sk- kteotkre. Inteyiior T),esLoo- Qy%,d t-AyWscine.Arc'��teot" A r pLaced Olt ever'� Other bLoolq omast' maxLML4M Iro"o.a. 'Z' 7prov�de pre oast covorete Uwtel,s.over aU apeotoos tx�%,Ltss "tO otkrw�se on draw��es. (D A 4 V. 5A jjj: E&ca&p±�pyg; f:rpm - L��tels S�IPU be of svtffldevuts�ze and r6�foroevmiAt for tke eEvev,spav"Loao(Lvue rovLALtLovs. peysDw Shall bt reqittreA to q"Ufe as ar,Are-Kteot 4%,order to malu ptaws a"speafwattows for or '2 P- (1) No ilq E C U --WACH 0 RT superViose the ereatLow,ewLar@emewt, or aLteratiow.of- 0/hereAppUC.RbLe -41 C ATLAPMC BEAOij FLA. (a) Av%,e btkUdLwo k-pow awe farm for the"e of awe f�rmer, rfoardless of the oost of the bixUdCw0:' QL) Appropy�ate 6napters;of the 200,--F-C-New Qy�,d bvild�� rode&�QLL be ksed for aLL wood t (b) Awd O-e-favv-Ud or TWo-famUd restolewtoe bLtUdtwo,towwhowse, or alomestLo otAbWUd4*.0 app"rtewawt to fram��e),exrept as vvAL-f�ed b�the pLaws UvLol awe OM-fC1KiLUd or TWO-f4mUe resWe"e, regardLess of Cost:or ALL wood framtv,0.shaU be fabrLoatea P-d ��stgUed�per ALTC,ovO T-PI ov�,d Nat�ov,12L]�dsL�n proverbs IS 10 (c.) Awe other t�pe of bitUdL" oostLwg Less thaw 4-?S,000 exoept a 901`100L, &IX0ILtOVv,LK&,or other bitUott" Speo�f�aat�ovus for Wood Covlstruct�ov- fwtewdeLfVQVtCbd-0 W&C'Pi'"Latd tkat thes&Vtze of a VeOL&tered Aroki-ttot shaLL wot be requLred for mtmDr (!)ALL fram1r,,q civ%,6iors a" c�ovuvlotors, vot-0,oo,drOwLV'es b�'SLK'tpsov"or eq�VCIL SCA901,projeots parsttawt to s:t013.+5. ALL wood mentbers exposO to weatker or Lo,oov%tact wi�tk mpsok'rU Covit'rete or SoU skoU be pressvre-treated. (2) NothLwg oowtaLwed LYI,tK&part skau be 0OW-Styw4d to PrtVtwt Uwe tMpLoete of UK ArokEttot ftom,actL"LK (D COVvtYQrtOr S11OLL.PrOVW8 ati,fUSteVaK.0 deVLOes Meles&aru 01"SL'ttted for ear'� appUwtLOiA'- awe oaparLte Liwder the Lwstrkotiovk, oowtroL,or sttperVLs[zIw of the AmKtecit or to pnvewt awe persow aotL" cis L-Z6d to ASTM15s-00. Fastevuv.'�i&"b tot to moLstt,4re siialL be hot-d�p ORLVa A: a oowtrat-tDr Lw the exeoiodiow of worip.ottsLower be aw AmloiLtdot. ALL metc[L copq'Ktct�wo's om'o(fabr�cat�owsskaU roK&pL.j w�tk A.t.S.C. SoUd bLook attjo�.St avko( rafters at po�vvt Of&L'Cpport- (3) NotwitkstawdLwo the proVisLol of thLs part,a oeweral.cartractor who Ls ctrdfEtd or registpV0 lAtys"gwt to PrefabrLoated stmakraL tr"ses shaLL covWfite WLth NFPA Nciti�oi,,,Pt Des�on Speri;fL-rAtLoo..s for Wood the provisioft of Okapter+919 is wot reqtAkd tobt Uoewseol as am Arolitteot"ew.we0otEat4-.,q or perform!" 1-/C�Ovvstr"ot�ow IPI 1).es�oo,Spec,�R&a�tov,,s for metal,T>Late Cowweoted wood TrKsses Rwd AMC100. strActs iot"er a W-<LgvbjALLd eol as LoKo as the Arohkeottirat servizes&fftred or rewatered 4-.wK4,.eoeww ALL tmsses s�QLL be desiowed awd oert�f�ea bd-Frixss MavkfRctRrtrs; reoLsttred Eno�weer. wi�tk the oowtrack are offerM awd rewl be UK ArokLttot ttotwsed�w atioordavw VAth tkis ohapter. Cowtyartor s�ai.L ooryeLate w�th tyvss,moivk.LLf2atLcrey to eyusixre Qdectvatt bearivq �s provLoled Olt to'd reaot�ov".s of 61 LL 0�rdey tr"Ses. NOtWithStaK4(LVk,0,tht PrOVESiOK OfthEs part or of awe other Law, wo registered Uwgi*ar Who"prLwaTial, TrvLs mRv�,"faotkrer shatt s;vbnLLt skop draw�nos awd dts�oiI.votes wLt�UK,ew�)Lweer's seOIL prRofLze Es.OLVU or strixoticral, or empLoete or subordUAatt u"tr the respOw5iWe sw?,erv"' Low or FoycipprovaL. rated Load aapaoi�te oft�ietrL�Lsstotr"soovKtrtors, avLd A Q C-Ontrot.of the 6"tweer Lc firtol-aded from perform.4%0 ArokkeotaraL sen/wes w�jjzk are pitreLld L"4We*qtUL to hLs mAV\'kfartLcrer's;Uoevtze to fabriLoate trRsses iAtUtzLv,-a the oDvoertor sustem or her G-wg�neeriwg praottee, war Is awe reqLdttred ArrKteet,Or?-YK*jjee or stcbordLwate ws-Aer the respowslEbLe proposed. The cootyntor shaLL approve fabrLoatLow awd�wstPUQt�osn.arawLnos skow�ne S�zf, 40 &"perVLs�ow or ooytkrot,of swh Arohtteot,preoLuded from pe�formLwg G-w@Lweerj+Aq servLoes whtoh are p"reLo shape RVO Ladokt- 4,t4Wenitat to kLs or her Aroktteahkral,prmOtLtit. Ftowenitr, wo ewotiwr shaU prR&tW Ar&kEteeture or use the (:L-,�4' -P-race trvusse-s di4r��g ereqt�oo.avLJ permamkLt to covl&pL�WLtk TT->I 40 de&L0KAtEaw'ArohLteat'or awe term derWed thertfroKk UKA wo ArokEteat skalt practEoe Ei tw4evi"or ust the ALL prefabr�oatO wood tr"ses shaLL be serL-trel,e fRsteMd to th6r svtpport�wo wcttts or Kg de&L0wUtLow'5"LKter'or aytd term derived therefrovK. bepvv-wLt� �krr�onm r'Ups or avkzhors. At voL"v,,te aeU��e ao"LtLows, aU,3v"tr"Sses to pro\Ade 61 smoot�' L'tv"broked� ��teyLor waLL skirface from fLoor to rxEUwo. oompAwd, or aorporat�ow koLdLwo a vatLd oerti-ftoate of aittkortzattow to proNAde Arohtteettkral,servtoes from PdrfDrKA 41kq Uwe 4--t&wr dtsLoo-seyvtoe or from "Lwg the tttLejKkey(0r r�t&LOKdr'Or'"isterfd tv-terior Dest9wer". 'ST-EEL-: VACre AppLLOR&e (FN Stntc'u'crnt SteeL shoti,cooform to AISC spec��fccot�ovz for des�OvL avtA foibr�oatLovt,OIKA ereot�ovk' (b) NDtwEtkStRwd44,0 awe other proVis"of tKS Part, RU?Cr&DV.S LLCtVZ9d AS Are�kLteatr.Uwdtr tkLS part SkRLL be of stntatkrat steel,for b"�W�wqs. (Latest MLtLov�,). et"t1fL4d for LwterLor desLo K,Uoewsttrt S#AbWisS�WVt.Of Q 00JUpLete appLjCMj&. for ok cens j fet Ot WdLded r,0VUKtOtEOwS------------------------------------------AVVS't':L.1 SM U e Up a , to 4W-00.SLkok persow&shall bt cum-pt froKt the req4remtnts O`f-S-427-20q(;Z) forArehitects 11414K&CA US Av%zhor boLts--------------------------------------------------ASTM-A-307 -CeK&w-re as aw Architea"w0er s.49i--as shaLL 'Strt4atky-011,steet sh",pLates' etc. S�61U C�O-forvA-------ASTM A-3c, 1-terEor D&40wers'satkfactLow oftke""Eremewts for rtntwRI,Of U be deemedto satLsf8 tkt rdR4reMtKt&for rdweWAL of Uctwsor as UK lwtektor bf4ij3wer v.V,,dtr that 4ectLow 00"'PLLAwt PrOOCSSS44,0, 4,Wfsttoat",or other oU0ZP"-`e-rete0ated 00sts YdUftd to"MOKS U401,std 44 to-terlior Desiower"wder 'Ph sh9LL be assessed aggLwst the ArokEteots a000kwt Of the regtkliat"trkSt fkKid. tkLs PUra@rQ F1 LE: R-894 (C-)N0tWLtkstQwd4'60 awe other Prol Ofthts Part,Rwd wypOratL&14,, pQrtmtmkL-parpersoi,6operati" 14woera fLOtk�O" "KAt wKOh 14OWS A rxrt�Roate of av-tkOrtzatLOk to proVtdt AralitteotKrAL sen/tzes glkatL bt at"a f REF R-879 wtthokt-(�e,for a oeyt�ftrate of akthortzat�ow to proviAt twterLor oles�om,ser"C'e-S UpOw&I4bmLsSLO#'-of a oompitted Qp-PLL&RtLow. Therefor for oorporat�Dw&.pcj�tweyskLps, awd persovts opey4t4iq t,"tr a fiztLtLo" WAKCe WkLOk koLd Q w ey�oy t DeSLOW Ur\/LoeS,&UtLsfQ0tE0A,Of tilt"k'LreMtKks for reweWat Ofthe Ir, of ra r'ertLft0Qtt Of UIttkOytzRttOj&to prDVLde ArohkeotLtraL ser\&es k"ey RI.ZL_g shall be deeftted to satLsfo tile ROOFING MATERIAI-5: rec[tkLreKAe0,t& tta(.hment for re"twQL Of the rltrtLfv�Qtt of aixtkor�zat:LOK to PrOl�Kktvtor desLoyt,serVws kv-der that seotLoyt.. Asphalt 5himgIcs.-----------------------A5TM- P-2266-95 ..1. General Note6, Location Map, FIN15HE5: (&)-(u) A Ptr-SOK,who pdyf6rms�wterLor dts�qv�servitum Or E06terLOr deOoMtor strv�aes for Uwe Y%WeKkEQI,appLEoution 1. FKP. L3K[)- P----------------------------A5TM- E-84 PrOVLOIdd that skoh persow does wot adverit�Lse as, or represewts Kms6f or hersetf as aw Ivuttrt r J>tsjoner. For pLurpos Dr&Mno 5chedule. es 5eahr No.902 1 part Epoxy Faimt----ASTM-E-84 13emjamin Moore raimt A-2. Existing floor Man, Now floor plan, of thLS paragraph,'RxSWewtLa L appiloatLOK,LwoLkdes all tepts of resWeKzts,Lwaicd4io, bt&wot LintLted to res.Wev.4e bv.Ua�wgs,s4t@Le fam:ae homt_s' W-14ttifaALUtj 11OVAtS,toWwhOW.SM,apartWewtS, Elastonwric W.P. Mambrane.w/--------A TM-C- 7-9 Ceilk" bewrn/tiirn plan arW Electrical Plan. dowtstio oLttbtdL.WLwqs appsArtewawt to D 3 we-fanlub or two-famUe rtsWeKzts. H�WVer,,rMWeAkEAL appLfzVtLO.-does Ifitagral wearimg surface w0t 4At1"9(e 4OWK4,OW areas a&SOr.[Attd W A-3. Interior CaMnIcto detail.5 and "tRAOM of m.,t1.tLTLe-txWt dvvtU4%0 appL"d&w&. FA5TENER5.- C1 Drivem Fasteners,nails,spikao---------A5TM- F-1-C)r,7-9-5 Construction Detailo.. (SO AK empioete of a retail esta"hyvLej,,,t proVUltwo 11-r-ttKor dewrator ser,/Lots'oK tke premUe-s of the r&UU &staples estabushmewt of,EK the fbotherawof Ora retaLL satf or prospeaLve retaJI,saLe,pro�"ta that,&tArk tmpLoee does wat k-15i 5tftl Prill 5crews for th-----------------A5TM-C-954-93 DRAWN L %4' vertEse as, or represeykt Kmsetf or hersetf as, aw Iwterior r��wer. ELECTRICAL: JOB CO kr Py IN Circuit 15re W, -------------------------UL- E-11592 CHECKED- THIS PLAN MUST BE Outlets----------- ------- ---------------UL-498 Cy-) NotKmo �w thLs part shau be cowstrutol US aV-thDrLzLwg or perm�tt�wo aw IV,.teYiDr DesLower to twouge�w the 5witches;---------- -- --------------------UL-20 bv-s4oIess o�or to aot as, a wwtraotor With4t.the meaKlwo of chaptty+eq, kiAless regL&tered or oertEfW as a 0owtruator 5witch 15ox-------- DATE ON JOB SITE FOR -----------------------UL-514-A pikrs"awt to C�Iqapter-+eq. 41 Elwtrical 0001 A t Hard Drawn-------------------------------ASTM- [5-1 CACH INSPECTION SCALE 25,2 rp'Cft-ft 302 C�t'al 319-- &5-2&,49,Off-R2-:L7 _9: 3,aft.93-265. S,1-9,23,24, Medium Hard Prawm--------------------A5TM- J5-,3 99-393: S.2�CKS =5. S 62,aft-9 -+2J: S,307,r-K-94-:IA 20,aKj. 4-2 2,at+ -3 C4+.9YL-103:S.ID24&,CK.2002-39�FL: s.5 5oft or Annealed aft.2005-1-2-+. yeAr 2ol JOB NO. Copper Wire------------------------------A5TM-13-3 Con'"ttic LAY---------------------------A,5TM- 5- a SHEET REVIE14ED FOR CODE COMPLIANCE Applicatiom of GYP. L30ard CITY OF ATLANTIC]BEACH SEE PERMITS FOR ADDMONAL REQUIREMENTS AND CONDITIONS. REVMWEDBY. C% DATE: OF SHEEI A,[ REVIS101 UVKPOMKts materiaLs specLfwatLows mouwt Ky"h/cotor RtYKarIzSFj Aooessoriies I=Waire T-Upe MOOK NLcmber -LL.-ub Tupe vvattnoe mol-twted Notes COW fL. Tkb cast LrOK. TlAb fLuer wl hov-o(skower-L/L-_s52o( TrLoor lv�za 7F>rass :L,-DbL. shower bar )i 19: T>roc.Aress Ueht��o P4104-30 see nLecILL4m.base 100 W. r,6Ut&,3 To be SeLeoted bU owmr kse 7?t R.DK owoer/SeLeot�OA Lamp- MR?(LML"VV, h 61 V1,e�V'.O. oumber for exampLe. w/ ra�se arcf��2,c. oe0ed FLoor PoUsked I T>roe)ress L_�ektLv�,CL Pcc,-+3-21 Uarlz Par-1-c'or 75 VV May, T;�Zoesso 4'ApeytvxeAcv�o'Wersat _qCjrMb 1�>ar _ohtey j fLoor olra�^ c1hrome akrome CP evvt k0VSLK,0 RVLC(tYiM. SPeCL4.[QY fL"resr �+QvzlkeW 1>oUsked WiLth Wall �+oo�z. waU T>oUskeol Data�30"L trLm set fo r PAR30L_or 75W.-MRA rerased :1-0 CFM FMA, shower/kore C�hrome C�ov�zeaLed waLL vaLve tY�YK-Lt.3_'?_41/APC, Chrome 000zenLeo(TkemsostatEz vev�,t�Lat�on irjFc�l --+4FL :L-+W.FLv-or. VOLVe .5525APC, - 21 5- -.30 ot"artz haLot3eK 20W-K&QX. recessed 2 1/4"VA. CrPtKiwo �w U,3htLoq P, Shower Fftclo( PoUsker 15'-shower nrvK-Lk.531?4APC,and WaLL PoLLsker -TUe shower seat wLth stuol/sheet rooiz. Arm-l�-u Rpht r-h rome 12*paw showerkemd-V,.5:Z0i+APr_ Ch rome wood bewoh top. cov,-rtaLed waLL vaLve trLm-L.,L.:32-+:t_x-APc, P7504-30VVE. 1VL,0aVw(escP_Vkt :L&.00c)krs. Sitrface TrawsforvKer as c4ress 1>703-30VVF� weecleol. fl Pro 64L V.001�Spra�s Po"ked 3--godU S?ra�s-Lk.55YLOAPC wLtk:L- VVaLL T>oUskeot C, 3/4" kot,�coLs.svppLU 3 kemols-RDK chronte covtteated waLL vaLve trLm-L,1L-3,2-+1x-APC Chrom-e Uwe for pressure. 4 I=or Uqht��g wotes:Lsr3:L7,see "RU Notes ow, W-ohLer L-ay. sp"V�, s-pL,(vf,@Lass Lnvatcr�w�tk 1:�er Iz 1w0A'?>rQSS FLV'-aL seltatLow b� WaLL,� amsty"ottow Det Skeet'A-3". (rLass Lk.3,;�94x vIaLL UNwer T W-OhLer L-ay. mevtw�rs wl deolp- IKZCI 1�,rclss 1vtzR'P_ra9S or olkomeeol -OK&e. to PoUshem cky i,_�okLey ToU& CLass Ftve ELoozjateol w1aLL FLoor setwteol bu f S, owvLey M Tj IN If '4- 00 hl -e- '77 F- I il �,;,; ` Fill Ole It 4 tl 3""1- kl� c ELar NOttal 5,46ti LA4e tALSt4Aqp`LuK&Kw@ SKPpLjj 6 dr"w where PassLbLe- exit4d"tuit f LoDr to be removed proverbs Ii. 15,dstL" b"Lt4w caKKcts Awd Lavatoro _j, V1_r to be remoVer a" rtpLRcCV1- 1;ztmave existLn@ oabLotts cimuot Lavatoro avA RzepLaoe. C+) 5,xtstL"tub to be revwolt/ed a" replLmr-td- eKLstt" Law WQLL to be rey"ved. I v_xtst,"Shower waLL to be re-bkUt.see det(4Ls- A- 16, shower to be re-bkUd cis per ol rawtwos 6iXzSSz -d ds Lifti3 frUK&eo(oLoset Ls to be removed av Rqtactol cis showw. c-,KLstw,0 water c,"et area to be re-builLt as showw Awot exiseL"toUet Ls tP be rtpLRred. ELEC _PLAN TRICAL CEILING _Pt A N existtwo fillamelot door wao is to be re-bkUt to oil S-CALE:13V= I'- AS showtl,am.drawL"s. TSLOVUEOW Alickket. ex'Lstj" oe�LL&o Ls to be removed as weeded for c4abioa or New cleWW.0 octau. New Y%loke-bu Uft TtAte Pm A MILLworiz. Uas-4c,Niz1he-WNP+M$?-1 x 4 0 I/Y. V lltb% micromm oKtkt. See 1wterior detaEw 2 A-3 New Quarro,tilc or equaL seLeoteol bd awwer. Itak"MWMed tto)tt f4KtlAW_ rout to matol wEth tUe ooLor. zivuove extsti." ywessed soffit down i P New aclw Foot TL-Lb be P_oK.see szktAuLt- "U washed U911t fAwn. --—--------- gel 1,1mo ,I-, �� - New tUe WLAdoW ted@t to Uwe up WLtk top Of --*quare rw.�Uoht fwd:ure. Low waU. T-Kw set Oci rowLoolz.Sury%,t red. ed Uqkt fQdlot. Shower c4EUVto mouYttles XX2'frRIAlLe W/P(Sel Water reSit-deWt G(rjjWRLL with CdU,%e ftoumted kaw0azi cAt Ltured Stowe csv:zoi 2 Ledet Stowe CAM"AcUer Uqhdvq f4dure. T iw -+`Y y /23/ 93/ AvtAtKKsettop04rowLoc*_ VaporprWf T""?--&urwt P-ed.Trim as ozeded. J 777R 7, ntmwbed tub si4?pt,�j a" dratw-see soliedult. wau mouvina LL@ht V.MW.VL wau wul"Ktm-Soo""Ught fixture. Stowe wau rclotLus- "t (ij �ral -see p4cmbL"soheduLe. ro 9 fLoor draLw YewoyIz as weleded. witmw How,Ueht a wd.exhaust Fa w. "a"Shower a"vaLve,see pLuK&bEwg sohedult. fLuol��U*t fXbAYe UY-de), Ultt R-8( Skower rod, head vaLve awd TkermostatLa vaLve. F tLE C550o, sokedult. EEq Rme"m Wks"?"Smf_ REF R-8 6A) 3-'Modd Sprcqs awd valLvt. see pLmjv_bL" ftw4h nWVrAMd 4-ticbe fluares"Kt Ught;, VaK!tb waLL cabliwet-VVV1�23Co 1P_ L.4 5/21 deep. F--t WAU MAwted fum�rteht ffxtkre- C;LAISS door OpeWWRL. t;->5) vawLte mLrror a"Le caKwet-vMAi230 VE,Left Kw@e. z 66)jewetro draw fett UviecW wWe dMde eaok t;YVAAd WAO%W 4WA0 I&OLL washer Draw�wto 3 omcpartmevlu. :z :LR*deep vateUto olrawer-fi)-2i:L116. a""Mou."d C44K,6 faw VAth Out U0 ht 16t. An :Ls?, �ecp vay,-ao base drawer vi�,T>i2ie VRV.Lt� L vator Sete ptuKkK"sckeduLe. o :LV oleep vawffto base-vv.:L2ig. Left Kwoe. ceU4,0 faw mth Voilt kd- 104, _11__L_ 2v deep vavtito s4,.K-,base-vsl�,2:L Lefc kl"e. WaLL wwumked PLot"nottspLad :Le. deep\/QVUtd base-V&21,TT r�,3kt Kwoe. L-ceht fAurc w/swlkoh a uAlt 3*y,:Ljr deep VajAite CurVeol ewd PaKtL-V61>3C,6P. moumt-tT-61 above ftoor umltss skowY6 othemALse. Va ds ase-V 24?-att Door chpiotts CUU) 4*- - SwLtoh. Kohter Lavlatar,4,see ptumKwe sokedt-cit. 3 or+wail Ught swLfth. 32,x3o,frawtol m1mor setected b,� owwer DRP -1, �'A +04 See OmKw0t detRU-1-2-A. - L --h 4, ----------- 2t*deep vatoiltij �tamptr bese-vFM15 Ltft PtL"e- Dowpmb mouKted UqktswEft Ught ow W/ wau WRU 0aWwdt-R0ftR1142 witk fUtn. acytML Vama0w Seam muft. MA 14LItl(� 1161. -a-deep'Vowk)d base 3 q1YA%qtm-VWx-a,wttk fut4r. *4101 -mawa;,ade Detector IL W, Now touct.--.0?tumtumo sohtoi4lt- �$- Prvpawe.ras oltaet- framtol mirrorsftc�01 b,4 owmr. Its�tose WLbb SC) 4-1 JOB EXISTING FLOORPLAN NEW FLOOR PLANINI SHI SCALE 3/8 1 - oil OF REVISIONS C441 C,4% mf A Qi x� .4 N� IM 140 C Oat% �o 7,�-7 10 'r1roixt bead aws&W-0-f 4x water proof"'. New tKY6 set StOIA4 eUg f100"setected be ow"r. 0 A-,ill; Aq Ct tUt fLWA" as sttgotfA bid ow-er. + -&LOOM"wmAer c4bim6ft to byimo fLoor tevel. ;,j M stvA wau.Pu-move skeet rocle as Kteded. ya,skeet roole Watt. New 2x 6*, :wo.o.stvAs av,.Okored to cx�sfw-o WaLL. --4\, f-4! tts -see aKKtt?Lay.awd etevatLov-s. S, New base cwb4u c setectut O]rA,v.Ltc vuK4te cou vuter taps. Tfu ba*"s spUcted be owmtr. TUt bicU Post eA,344,0- as sd�ow be owp-er. -------- ....... 1�,evtted Pk4yor seteoted b bLKe Kohl's Sell W OWI&4r. for 1, Size. waLL oaKKtt 4--terLor oabLK4t Adait Q, 2 1/-+'ALA. 0p4K1^0 thM StUA avOl Sheet MIZ. S et 41`164ko fLOICIrt Qgbi:64t 1>eta_4 Heu 1_5 AtKAL i sestent i:z voLt TraAsfomer Note-forr'cabLK& reftr to KrafWaW UKKetro- Orowm SoUd Wood- stzt-2 Vxx VIC,, W_Ltokew MaW&Y tquat. stete akerr8 f:oroe C_Vj. Or as SeLfZted be OWKtY- 'Proaress LL0ktL"-HWeA-Ute 1,sestem,2-30' -fvrK&.See 0op-st DtL '1VA-V. PyW0+-WWK over vom:fte 3, PK4 shtLf above arah-&, 4 ME 1;zfiLctd shower ftoor.See oo"t.DtL-WA-3*- 2. P-pisev(sttp/,pLat vuscl waterproorf A"2-24'-P7L503-30W9 over vayate-+.See 61 uat fram:W4 W/51S Dye WALL,seaL-o-fLtx water rooft'"tUt fL�Lsk. LlohtLY60 fLXbArt SOhMkLe. :S base. )(23/ C�AP_l r4k seat over tUe etw^9 C"Wm ntoktd4,,0-*/+ 5, 7-4, (3,-A)Wood be CaroUKa KtULworles or eqkaL. _j Wil set dtL. A deesto'"4 WALL 1"14 5/2.sheet rooip,Wrap. ,w Le )At�Mew stove wa LL over&KLsfi 1 Nr -M NA A! �Af c 0 New Wt sUL#4r&60.6"SLU, Cap to UAt WP wLth WOU 04RP. 2-2*Y,.+' beMmfranct" member. ST DTL rc zv:t, -PLewo*0 wau "ftwi&k. CONST DTL. ass btac SASK"!a� eit WL"ows- C� P L ------------- kid t roo)z otUW.0 to:be repLaoed aio-d reftmUked r-See�UcntbL"sr. RL& shea t!!!t I,"i i I I,- ,1'11, ," �,- ".., .. -- "W 9"m ba toKt As KUAed. ict pjj tUt f�,isk over&6&tL"Watt above S f1vUsh. cLaw foot ttkb.see?LwAtb4%o-sokedfAte. xy,41 raise skmwr-�oor s?aaK,01bLozW". New New bast oabLmtt-\/1&1.-a9.See mobt(30)skett-A-2'. 3/4'mx shower sub fLwr4--0. rooflm-o sestem for -rottt bed a"UAL-D-fa waterp New base&QbjAet-VS1!..-,U.See KOte(31) shat-A-Z. 1�11`,v gi New dvow See Kot*(29) skftt'A-2*_ Shower eUt�100A". proveftIs 18 -2'. :Z*)(-+*P.T.st"s @ wLtk Qulzlz(2krve treated -f:j>-=9.su Kotg(:Z7) sheetA K-Kaspact awd draw to New J�aS dIrRW-1�.SDC-&-M.See KOU(26) skeet`A-2'. I MY x3 pLate avwt top pLatt. y lr7, -TIV bac,19,sptask as setected be owKtr. skeathIL"*/,0 bi4ro-itocit w/seaL-&-fLex waterproo-ftwo. as seltoteol be OWKtr. m ft- L Latk/:L/2,to 3/+1 w-ortar be ot. c�ruKike omwter t" V�l *t'A W4U CAKA,&VV.A1236.See K,0tt(2+) sk& -2 WRLL mo"*�et-AO. t(I 'X�30'frAME01 MLYYOY as Stit6tt9l be ow"r.see Note 2 cKLbxreA Stom or ec("aL-csv-_2o90 L_edoestoKt. 7i (42) sheet*A-21. 1�-Ltrwt Wd oeramiz TUe triK&. fi,-A 3:rx3o-fvamM PoUrror as seteoted be owm�er.See Kote -9Lac-k b14 KOstoeramlo Ute top oap. -Aist4* (:3&) skeet A-2,. door hei0lit. Z 1!1 C", St rt' po�vvt of skeet mle arok opeK�K.O. N.A. U x -rmse draw aabLmt See- Kote(40)sketrA-2". Top Of shtet rook a roh. .4 7N. witth flUr.See KOtt(3 3/-+*x :1/-+*CAP-1 be CaroLtKa rAULwork. WaLL oabimt FW _9) skeet'A _97 orowv -&ast draw-vir.Di--us?.set Koft(:Zfi1) s�keet`A-2% Not appuOMA4. 00 1 T Vj ft +V4cft.see Koft(34) sheet'A .0 ��57, A-� Itast cabLKet vit-2:uIl.SU"tt(AW skftt'A-2*. 2*,x4*PT.f4Vrj0LSt. Wat*%"ot Watt Wtth beaded TkRK4. FW4M sd oKjob to t-UrAt RM adramiz tiU ftoor wEth Raole Ur.TUe trint. mat&k with eXisti."w4%dow s!U.Ste UtL. '15/A-31. + 2*X-+*st"waLLwttk-st"olstvn,,edstolewa stoform ohatr raii.See i*t- T/A-31. 1/2'Wide WAIU Ts"ft�h. pill� "a"r base with side tKint.V KB-15.Sa Kote(37) s h ect'A-21. I 2-XXr W/V2*flLed btook44,0 ourb. V� wou oabi^&f=w-:Lft242.See Koft(39)slwt'A-2*. jUSt stops US Kt$*,A. -+-Y base tyfKt NtW dt.19WA90'dDOYS Set LK,CWVtd Wau all 3 :3/ YL 2/2 :m Marok e4sel-" oloortrLYK KtDW"- 3/-+',x 71-/2'top raU trLm with akaLr raU. -repizaL oaK"t r.LassEp orowK,moWL"-00MV 5/97,xYL/S" C-AP-41 OM Kt0ULdLK4j Stop trLYK. F :3 vaA4to YwIrror"Le oub.vmAl-?30 M.Ste Kote(25) she6'A-zzl. Cp 3/4"3%/u'VerttoaLtyLnt. -1/-+* buotto wood pav,4. FzAstL"skeet Yoole watt. New dbL.i--+,x go,doors. 314-X 2 1/4' r_AR_;L,&3 C)tat),raU. New watt Moke wNP+oig.set Kott(i-2) skut*A-X. sat amd amdicz,alljOLOtS as MeAld. 4:, g 7 FILE '. R-894 ,i� him REF ' R-879 J, ;ki �N P J1 T I 'I, I,' ---------- M, j' I j, I I �,p fag" &Ly� -16 Ilk DRAW? CHECKE JIM I A-C 7, DAU ki ago;"" 70 SCALE JOB N( -TU A -�A el 2 Z112 SHEE1 CONST DETAILS A E SC AL E 3/4 1 - 0 -3 -3 11'" TERIOR CABINET 'DTLS . W� T SCALE: 3/8 % 7 OF P �'11i, �4�� " I� ,�!,,,�, - -�', � il ,�� 1��1pz, , ,I-I i"4,l - "I"",,�� 1�i . 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I I �- 11, ,,'� 11 �. L� ,, � i �: ,1, I i �!'I 4 ,i. iti-�:"-�,,'I I,�...t, i �, ! � ��, �it _i11";:'11'� i I g, ",��I P'I� �.- I ,�,-'A�; , � , ,� ", ,� ., ,, , - i',, , I � I I�_ '�.",�� ;'q-L � , �.�� 7: � ;�� L�, :;, " , �`�'-� , ��I I �'g-,i,�� -- ,, , I-`1 ""i ,,-, i i� _' i Cli", �, � - -��:� " 'L 11 : : , ,,,, �L� " �i � . . ",, ," I� -I I g",��, .. I ,,; , � 5 1� ' , ,,, �11 ��,� i � : , I � 'I , . ll��,, � - �1� �j :j, ,��'L I ��, I-- . �L ! , , "'�'L � , ,4, � 1 z,�� " "I� , , ;, , , I - "i L ��7 1 ril .,"ll," �', , , � ,11 I , ; " x 11 , t ,�,.,:� ,1; .., REVISIONB BY 41PIZIL t00-71LO CLS GENEKAL PE5IGN CRITERIA : code: 2004 Florida l3fuildime Code, Residential, Existilme buildings,with 2005&2006 N N 5upplerment and Appropriate Chapters with in,and CONCRETE: Addition and repair conditiol10. A5CE 7-05. ACI. ATIC, ND5. AWPA. APA. all have the following minimum compreoeiive etrdnoth at 28 days: Moats AAihue 0 1. All conc;retc she Latest Edition). 5ingle Family Residential K 3, buildime type 2.. Edson Ave p f c=2500psi sla�oil grade,footinog---------------- GENERAL NOTE5 : Kemainime concrete------------------------fc=3000Ps' I- mb!�r the 61 awingo e, minimum ov r --'rt �*Gft en in c- 1. It is the imUmt of the Designer that this work be in conformance with all requirements of the 2. All new comcret&sla�o on gradeshall be thickme90 as indicated Om r ', 0� I is C1 Evefgi8d Authorities having juriedict4om over this type of construction and occupancy. All contract;ore inforced with .006 mil. polyethylene (viequeen)vapor barrier. 5uch slabs shall be re ot E�ei h A5TM-A 185 or shall do their work. llxo,,#10 x 10 wwm lapped E511 at edges and ends in comformamce wit (0, 2. The, comtractor shall verify all conditions and dimensions at the job site prior to commencing 5 with A5TM C111ro'. Fiberrmeeh pe ,inforcement with minimum 21'fiber length at 1 L /Cy complying work. be clean sand free of debris and other deleterious material. 3. Fill under concrete slabs shall Etd�,.do St 3. Comtractor shall supply, locate and build into the,work all inserts,ancholro,angles, plates, Fill shall be r ,ompact i to a de ,Msity of at;least 95%of Modified Proctor Maximum Dry a Drive openings, sleeveo hanocre, olab depressions, and pitches as may be, required to attach and eA with termite poison before,slab is placed. '0 -V-i0&S 0 Density(A5TMP1557). Fill shall be treat IX a density of at least won4eirwea-v, accommodate other work. 4. Footings shall bear upon undisturbed roil or upon soil compacted to 1" Estates epth of at least two feet 0 Fte'ull Di V) 4. These documente,as instruments of service are the property of the Designer and may not be 95%of Modified Proctor Maximum Dry Density(A5TMD1557)for a d 46 ov 'a Ao It N aa sbofe Dr. D, IC used or reproduced without expressed written consent of the Designer. (2') below the bottom of the footing. '-bifd 4- ci ravel comGrute 5. All details and sections shown on the drawings are intended to be typical andohall be 5.Where. shown, cores of block masonry shall be filled With coarse grout or pea 0 Xith Abt�e y L 0; ir I�-" 3.1 i 6-1 1,-J X 5 __?tnd1ng- :IRI-Mayport 4 anna Park comet work except where a different with minimum compressive strength of 2500 psi at 2&days. -P, rued to apply to amyeirmilarsituation elsewhere in the Far'aa;�G;4'qalp-Rd Nantucket Ave I - sid! rade 40 deformed new billet,steel conforming to -0150 0 detail is shown. 0. Keinforolmo steel shall be A5TMA �SPG Ch8ites Ave ctice. (latest edition). I Mazarn�ed to. If oroumd work im needed in this contract,the owner will provide contractor with a soil AC1301, ACI315, AC1318 and CKSI Mail Day d ual of 5tandard Pra !!�L 4 -abt N' 4, tl ams and columneehall be investigation report;and analysis. All requirements for site prepara ion and soil compaction 7. All cotitimuoue vertical and horizontal reimforcime steel in footings, be Askus A cf,4 05ita .i�S �k --- !�&'. 1?-o'"611 7. ;if Dr ram. Z 't� specified in the soil report shall be followed umleee additional more stringent requirements are lap spliced a rminimum of 36 bar diameters or 24P,whichever is greater. 41t��w P.n-u-, 3:1 tak !?n0FW' Wor 7 A sk� ji4lcpf'o -2 epec St T 8.The,following minimum concrete,cover shall be provided for reinforcement-. ified. Notif d differ from soil exploration can y Designer if foundation conditiomo encountcre 0, �1 11;f .f �1�lr ,o Cc Va;!ev Folue Ct t qM Sur 13 q . information made available to the comtractor. 3-------Concrete cast a0aimet and permanently exposed h. 84 - - Blvd. Kirnb.,F�C, jw. TnA procedure and sequence to Not of., 7. It is the contractorle sole responsibility to determine erection other,#61]3ar and larger. 2......Concrete, exposed to cart;h or we Lane flea t V" k-5 Assisi Ilia? % ,r,#55ar and smaller. E'f'E�� V,i', on. -----Conc -4 insure the safety of the building and its component part;9 during crectl 2" reU exposed to carth or weathe ---------- 201 C, CQVV CT E , I Sin th St, �4 C.Ct F �'ipmqrfa Ct 8. Temporary bracing: -----Concrete not expooed to weather or in contact;with earth for the primary 2 0-1 T leirra N Contractoreshall be responsible for all temporary bracing that is required during reinforcement,tieo, otirrupo and opinalE, in beams and columns. _�ejdinq Dr 7 v I St 40 Destine,Ln', Al construction to keep structure safe and plumb until the entire structure is in place. 15racino 9. Horizontal bearn and fooVno bars shall be berit.25"around corners or corner bars with Ln u > > A'- -I I "464 shown on structural drawings is for the completed structure only. 74. 25" lap shall be proVitled. IN�lrr '11,11 �e va Villm Dy FV.y th t--- Marino J 060 9. Verify all dimensions prior to fabricaVon amd cometructiom. 10. Contractor shall provide spacers, chains, bolster, etc. necessary toeupport;reinforcing steel ITI 3�! Cove M� tn ends which are plasVic lot e des 0 M f r 10. 5ubaurface soll condition information is mot available. Foundation ar surfaces shall have i n 0 a2000 5upport;items which bear on exposed concrete Course 1 -3 S- k DowUrfCfr N et !e9the otothy br 5 'op D Clearview Pa -S pof soil bearing capacity. Contractor shall report;any differing conditions to the Engineer of tipped or stainless 6te I. E; jai r Record prior to commencing work. 11. All reinforcing details shall conform toManual of 5tamdard Practice for detailing reinforced i"�.C'k !Dillard Cove 2 4? at Ln Dr -J, .1co C, Cjiurc�. Road c otruGtu qI n b Ln concrete structures ACI 315 (latest edition), umleae cietailed otherwise on th re U m y1f L '4 Min Dr Drawings- Robed ? h t Z--'Ac. k: Kestrier Rd I W t2 r q-. -�t'- 12. All Concrete work shall be in accordance with the building code requirements for concrct-d" r a.Itor Rd L(5't 6a, C Jacks on Rd 2 Me 9 ACI 315 (latest edition), and"specifications forstructural concrete for buildings"ACI 301. Aide& et Road iith T, iot�51ay I iizi- -V 14S ,"X ov �T"qack Ln"' 12 h Atlantic Eff PO St esi V FAd I�"'Oj;�Ii. olsz! ROOFIN&Where Applicable "fir .7th Redtjj� ? 1. Roofing shall comply with 2004 FRDC,-exiotino buildings and all appropriate chaptero. 9th Swmd 0-r at ezekle 2 37:1-28 616 stre 11 Asphalt shingles shall be designed for wind zone of the atru ure Z11,ii c t J 'Ro 3. Follow the manufacture"e attachment schedule for the,wind zone of the structure. 01 11�O j.3 '41,e Street -d St ecuna 4. Asphalt shingles shall comply with A5TM 0 3161. A I I V n 2 Id St park ��1 %M khetri ne 0 1�Ban ATLANTIC BOULEVARD,9'. N &8 On-�t N�Q MA50NKY: Where Applicabfic A ocur 2 Cherry St:" '5 tune 0 t; -7! �.by the sea-'-e tAi-:-1i:01 A AM-N 1. All masonry workshall be in accordance with ACI 530 ASCE 5 TMS 402 W "o# Is tj#.- fit A;il- L�.' : T.T t JiLn uf,Cedar S W 2.Concrete masonry unitsahall be.A5TMC90-75, hollow load-bearimo Concrete Masonry Units, mayre&vtLoop Oak If F.' 'C 7rade N-1, normal weight, with a minimum compressive strength of 2000 p6i 10 Type 1, G 0 �!fo'. �r= Pine i A Bay Tos $0 (fm=1350psi). MDR 7t lndlari' Uo Forest A rd NO 3. Mortar shall conform to A5TMC270 and be of type M or 5. .=7- 'A 4. Horizontal maoonryjoint reinforcement shall be galvanized trueo-type with 6" lap at all splices A and placed at every other block course, maximum 16 O.C. 5. Provide pre cast concrete lintelo over all openings unless noted otherwise on drawings. 155 BEACH SIDE COURT Lintela shall be of auffiGient;size and reinforcement for the given span loadino conditions. ATLANTIC BEACH,FLA. Lor'atlom M610 FRAMING: Where Applica�le NOTE: All work to be,clone PO4 Viso, 1. Appropriate chapters of the 2004 FRIX-Exciotino buildings building code shall be used for all on this project will Ld interior. wood framing, except as modi-fied by the plans and apeGificationo. Except that nook bay will be 2. All wood framino shall be fabricated and inotallod per ALTC and TPI and National Design ren"OvIed and replaced with one 30"sink window to 5pedficationo for Wood Construction. meet 120rnpg code, see 3. All framing amrhorg and connectors, noted on drawings by 5impsom or equal. framing. 4. All wood members exposed to weather or in contact with masonry concret;6 orooil shall be preosure-trcated. 5. Contractor shall provide all fastening devices necessary and suited for each application. Faetenimesubjeot to moisture shall be hot-dip ealvamizcd to A5TM15,3-80. 6- All metal Gorinectiono and fabrications shall comply with A.1.5.C. specifications. 7. 5olid block all joist and rafters at point of support. A FILE: R-8719 8. Prefabricated structural trusses shall comply with NFPA National Design 5pecifiGauons for REF Wood Construction IPI Design 5pecificaitons for Metal Plate Connected Wood T ruooce and AITC 100. 9. All trusses shall be designed and cort1fiedl7y Truss Manufacturees registered Engineer. 10. Contractor shall correlate with truss manufacturer to ensure adequate bearing is provided at end reactions of all girder trusses. 11. Truos manufacturer shall submit shop drawings anddeoigm notes with an enoincer"oocal For approval. Design notes to imclu616-the,rated load capacity of the truor?to truss D connectors. and Manufacturer's license to fabricate,trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 12- 13race trusses during erection and permanent;installation to comply with TPI DWF76. 13. All prefabricated wood truo6co shall be securely faotemed to their supporting walls or 5chedule of draw beam with hurricane clips or anchors. AttaGhment : DRAWN 14. At volume, ceiling conditions,align tru&5co to provide a smooth, unbroken interiorwall A-1. General Noteo, Location Map, "A-ril surface from Prawino 5chedule. CHECKED floor to ceilino. <:� L.,C A-2. Exiotino floor plan, New floor plan, .2, 0 AT E 5TEEL: Where ApplicaHc Ceillno �camftrim plan and Elearical Plan. FILE COPY #A,4 IL C.U I Uve.)I I. A-3. Interior Cal:Anet5 eietall!5 and SCALE 1. 5tructural steel shall conform to A15C specifications fordergign and fal7rication and crection Comatructlon Petailo.. A-cp f4i&>TC f-.7 of structural steel for buildings. (latest edition). JOB NO. A. Welded cOmmCctiOM6------------------------------------------AW'5 [)1.1 1<1T. atm 0 5. Anchor bolts--------------------------------------------------A5TM-A-307 SHEET C. 5truGtural eiteclohapeo, plates, etc. shall conform-------A5TM A-,3ro' OF SHEETS WMk -AWAOSSIAR DetourcAcr W) 1R6A-24x36 N0TE5:_ELECTFIC_ 6L LEDGEN REVISIONS BY TELEPHONE JACK Plan, GaNnetand Detail Noteo: 16�r,'CIL-Itdo*.11to C_L5 TELEV15ION OUTLET 1. Existing space and room finish. 1-A. Existing tile floor. - - ---------- STANDARD ELECTRICAL DUPLEX OUTLET Otto :�20V ELECTRICAL OUTLET-HVAC,DRYER, WATER HEATER, OVERS, RANGE', ETC. 5. New tile floor as selected by owner. MICROWAVE ELECTRICAL OUTLET 4. Existing French Door. --C T 4-A. Existing windows. WEATHERPROOF DUPLEX OUTLE ROUND RECE55EV LIGHT FIXTURE 5. Existing cabinete to be removed. &31 5-A. Kc-move this section of overhead. SQUARE KECE55ED LIGHT FIXTURE 0 ink to be removed. Ro-work CEILING MOUNTED LIGHTING FIXTURE 6. Existing e CEILING.MOUNTED CHANDELIER LIGHT And cap off plumb as needed VAPOR PROOF LIGHTING FIXTURE 7. Existing Island to be.removed. Cap off N 10 eow_ RECE55ED ADJU5TA13LE LIGHT FIXTUKI down draft vent system. Etc.Re-move X WALL MOUNTED LIGHT FIXTURE existing range. WALL SCONCE LIOHTFIXTURE rA 8. Exist�mg wall and paoe-thru-Pass thru to RECESSED EXHAUST FAN Do re-worked. 7 F� RECESSED LIGHT AND EXHAUST FAN &-A. Existing wall with pass thru to be removed. I AD RECESSED LIGHT,HEATER&EXH-FAN 4- 9. Existing bar cabinets to remain. 19 P13L. MOUNTED FLOOD LAMP FIXTURE rc 10. Existing refrigerato r to be replaced with 5TRIP FLOURE5CENT LIGHT FIXTURE GE Monogram 36'Pefiigerator. Existing 2 TUBE FLOUREr3CENT upper ral7incte to be re-moved. LIGHT FIXTURE 4 TUDE FLOUREOCENT 11. Existing dimension. r LIGHT FIXTURE 4t_> 12. baeo cabinet dimension. WALL MOUNTER 13. Wall cabinet dimension. FLOURE5CENT LIGHT FIXTURE 14. Counter top frame dimensions. CEILING MOUNTED 15. New cabinets over refrigerator. \14- CEILING FAN L1-qQ11q4 .,4 1_� .......... 16. New pass thru CEILING MOUNTED wi).LL W,1�5 ti 17. Kohler-5.5.5ink Undert-one K-3354-NA CEILING FAN NTH LIGHT W1 faucet&epray-w/GE Monogram CEILING FRAMING PLAN- I I lop$ DOOR 15ELL 0.5 Disposal. SCALE*. 1/4 11=11 0 11 _W1 MI. LIGHT 5WITCH \Ht.LL Vv/,%r,0. 1.5. New dish washer GE Monogram-Pbl. Drawer. 1 4 1�,� F43 t4-* 3 OF,4 WAY LIGHT 5WITCH Dinina 19. 15"GE Monograrn trash compactor. I [Art) RHEOSTAT(DIMMER)LIGHT 5WITCH DOOR DUTTON LIGHT SWITCH E�\ 20. Kohler prep-oink-Poieo K-3161-NA wl faucet And spray. Under-countor Top w/Diepaeal-ecc 17. f5ar -ange w/.Electric oven. CENTRAL VACUUM OUTLET 21. 36"Ylking gas r 7 5MOKE DETECTOR furr out for new arch.See detail H05E DID15 22. 2x(o 5hwt-NA-3 'H -t ror T= A 23. 5'radius she, k arch/eyebrow. 24. Hood light and vent.. -F I bit Iga2la- Family-Rw M 25. Existing wood beaded coiling.Remove N R, Men as needed .Check for mold. .......... J 2ro. Use existing clectdGal. L"In n 27. Re-place existing light fixtures. >) F= . k 28. Use existing electrical where po ible. (D A Run electrical under new tile bed as needed. 41) 29. Existing celling/floor system. Re-move shoot- rock and check for mold. 30. D171.1 WW'Al 7/8"LVL beam. Set bearn on 5, 2x4 at each end anchored to wall.Also, Set beam in 55T MIU.56111 0". End. F: 30-A.Nall each 2x4 to beam Rowe, F Of 5-3 naile each side. -KraftMaid Cabinets were used for Note Sze E:7t designing. At owners discretion cabinet.5 may be ecl kiel 37:1.28 other Furr ceilin -to flat c-eilimg-Zx 8"0 16"o.c. NOW;-", 31' g 7 :52. ON.2"x 8"joist where shown. 33. 3/4!x4 1/2"crown mould. 4. 34. 2x4 blocking to frame arch between Famil room/kitchen.20" radius. y 35. 1/2 plywood to form arch beam. 36. H13&0 1/2-10 column. BEAM CEILING PLAN ELECTRICAL PLAN' ' AM 36-A. A column to surround 2x4 poet. 1 0 SCALE* [/4' SCALE: 1/4 37. Existing sheet rock relling is to Z. �o replaced.Check for mold. and clean up where nezeseary. 0 38. 1/2 sheet rock finish. 35-A. Exist 5!5T- Hurricane clip. For detail C/A 39.2-2x6 wl 1/2"pl�y filler to form boam. 40. Pbl.2)(4 Oate,exioting. 41. Under wall cabinet lighting. Da r 42. Daee cabinet frame. 43.3/4!'ou 17-counter top. 44.2x4 mdeting stud wall. Ins r 45.3/4!'blocking. 46. Shoot rock face with 1/3"round trim. -t rock arch.24?'radius. _4 47. New shoe .\/[;G; 47-A. New shoot rock arch.5-radiuo. 0 0 45. New d171.2x8 header w/1/2"filled. 4 -A. Dbl.2x10 header wl h fillor. Aim 49.112"lodge.Wood. 50.2x12 furr out above eyebrows arch. . 44 'furr stud to form new wall 51. 2xro otq F rIA,1 and arch above. R-879. 7 L KitchemMaiJ Cabinets used in design). Famb koom__ J V 0 Kitchan tq as (j)L j Ze. _J REF _11vin Verify all cabinet sizes and dimensions On jobsito before,ordering. 0 L 52. Exioting roof coiling pitch. 1 53. Existing raft-ere. (F 54. Remove oxieting wood beaded ceiling as neMed To add new ceiling joist for mew drop celling- -tor ea -H1 Hurricane 6onneG 55.55T ch joist U6c5STH10-2 for JbI joist. 56.2"x 811 joist blocking 06-01'ox.where shown. E)-- ?A. _7 -.,� _/' , . - -AM _J DRAWN L -r%J tA CHECKED U4 DATE rt C� tdo I /I Z, AS- IS KITCHEN NEW KITCHEN SCALE EXISTING FLOOR PLAN- NEW FLOOR PLAN- A.,S t4,0 T r- C7 S CALE : 1/4 11 1!- 011 S CAL E 1/4 1 0 JOB NO. 14 a SHEET 6/ OF SHEETS NA77ONAL PRIAffFAST NO.186A-24x36 REVISIONB BY Flat% CaWnet and Detail Noteo: 1. Existing space and room finish. 1A, Existing tile floor. 2. Existing fur down. 3. New tile floor as selected b�owMer.,.- 4. Existing French Door. 4-A. Existing vir n6lowe. 5. Existing cabineus to be removed. 5-A. Re-move thWsect;ion of overhead. -- --------- to. Existing oink to be removed. Re-work And cap off plumba!!�needed got ff_f_=_2_ff!X ------- 7. Existing Island to belromoveJ.Cap,aff down draft vent-systern. Etc. Re-m 14, 11, ove v C existing range. J? Existing wall and pas5-thru. Pass thru to 0.11- 13c re4ork6d. 1k. 8-A. F-Wating wall with pass thru to be re moved. 9. Existing bar cabinets to remain. 10. Existing refrigerator to be replaced! V GE Monogram 36"Refrigerator- Exh5ting J6 V) upper cabinets to be ro-moved. 11. Existing dimension. U7 A. 00 _J(D 12. base cabiiet dimension. 13. Wall Cabinet dimension. 14. Counter top frame,dimensions. Z, 15. New cabinets over refrigerator. F11 1co. New pass thru' 17. Kohler-5.5.5ink Undertone K-3354-NA W1 faucet&opray-w/GE Monogram all. Disposal. CC 4- 18. Now dioh washer GE Monogram.01:71. Prawer. MOWN 19. 15"GE M01109r-arn trash rompactor. 20. KAler pre' ....... p-oink-Poiso K-3161-NA w/faucet -c And spray. Under ounter Top w/Disposal-oce 17 21. 36"Viking gas range wl. Electric oven. A. 1/2-10"F11376 column. 22. 2x6 furr out for now arch. 13. 314"x4112"crown mould. See detail C. 3/4y'x4 112 so crown mound w/4x6 beam. 23. 5'radlu5 shoot rock archl eyebrow. See detail E/6-3- 24. Hood light'a' 'in4d'vent. 0 25- Existing wood boaded ceiling.Remove --TF 1). Classic crown m uld . E. WK30330 wl fillcrae needed. k. hh4tan glass door. J as needed Chm for mold. r ==!IT IJ Fi 24W"Ma L 1_ 26. Use existing electric al. G. base: 'Cabinet door st)oo,or as selected. H. V513A24 butt angle base W15UTK24 27. Re-place existing light fixtures. 28. lAie existing cloctrical where.possible Tray kit. Raise barecae needed for height. le-GtriGal under new tile bed as needed. I. TLR&-Traditional light rail. Run e > 29. Existing Geiling/floor system. Re-move.sheet- J. 314PGranito counter topq w/Cove rh oulded rock and check for mold. S. Im I h Edges and all round comcm. .#4 30. W.1 3/4N11 7/8"LVL beam.5et bearn on % K. PCE)FF3 x 6/*'flutod filler. 01 2x4 at each end anchored to wall,Also,, K-A_ PCE)FF3 x 3/4"fluted VIL or. 5et 176am in 55T-MIU.56111 goa. End. L. PP024 x 24-�'dwp full height 11N 50-A. Nall each 2x4 to beam wl Kowa Ph- M. 5513Y oheff l7mcket. -3 9 each side. Of 5 nail' N. PWHGC.VG 38 11,epenj-sula hood - n 7 chimney Note-KraftMaid Cabine"were used for J W/vile Inset. designing.At owners discretion urved doors-12"x24!I 0. 13EO51224L w/c A . . . ...... other cabinets may be selected. ------- P. 13FP6 base Pullout. GO 0 0(a 31 Furr ceiling to flat ceiling-2"x 8"0 16"o.c. 3PP5W base pot and pan draw&rs. ozekiel:37: 1-28 L d 2FWr 18"X 24y' K. 1515K M 3/4!x41/2 crown mould. 5. MSP362496 pantry storage.. 7 32. Pbl.2"x 8"joist where ohown. or z34.* 2x4blockinq to frame arch between 1. Puplexoutliot. Yl WWI Family room/kitrhen.20" radius, L U. Tile backoplash as selected. -R 35. 1/2"plywood to forim arch beam. V. U*24 U�emR tray. 56. H[3&G 1/2-10"column. W. 13KC652 DraidC01`17CL 36-A. lo� column to surround 2x4 post. X- 5WE051242-5QM open end to left. 37. Y. W271& Above Microwave w/glass doors Existing shoot rock ceiling is to be replaced.Check for mold. Z. WM52718244 Microwave shelf. and clean up where necessary. AA. W2142 wall tsbimet W/glass door. 38.1/2 sheet rock finish. t3b. Matching end or re ar panek .3b-A. Exist 5ST- Hurricane clip. CC. 'OVK rosette on 3/4!'matching plate For detail C/A-3- -a I L Z mounted over PCVFF65 fluted filler. it -2x6 w/1/2 ply filler to form beam. 7 39.2 PC13FF6 fluW filler w. bracket above. -:I 1i X 40. PH.2x4 P) to,existing. a EE. 135OC6 base 6pice drawer ler wall cabinet.lighting. 41. U n FF. 159Tray divider. 42. base cabinet frame. 1 ''0 JA GG-513FCC362713utt,5ink base. 43.3/4 eub-counter top.; HH. 15917antry Pullout. 44.2x4 existing stud wall. 45.3/4y' blockimg. UAW 46. Shoot rock face with 1/3"round trim. OF 47. New sheet rock arch.24y'radius. 47-A. Now sheet rock arch.6-radius. or w/1/2"filled. _1712 48. New A71.2x5 head' 45-A. W.2x10 header wl�k filler. DETAI LS.* D 49.1/2"ledge.Wood. 0 50.2x12 furr out above eyebrows arich. 54 ��_J3 51. 2x6 furr stud to form new wall ir and arch above. #J KitchemMaid Cabinets used in design). A F1 LE: -oaf ceiling pitch. f5 r f On job site,before ordering. R EF : in HEADE Existing 55. Existing rafters. AL A� 4 54. Remove,existing wood boaded cefling as needed __T 11000 To add new ceiling joist for new drop cellin'. �y i4e, 55. 55T-H1 Hurricane connector each jolet. JDJ Uoc5ST-H1O`-2 for dbl joist. -0 o.c.where shown. 56.2!tx 8"joist blocking 08' DETA I L ' rA /71\ IN I NTERIOR CABINET DETAILS ' J JAMB/ PLAN S C A L E 3/8 li=. 0 DRAWN CHECKED -A DATE XrLCl4---- /act 'B f�061 - .DETAI L _ DE TAI L DE TAI L rF'� DETAIL rc ��3 SCALE A-s -T r,a JOB NO. CONSTRUCTION DE TAI LS ' SHEET - oil SC ALE : I I &a- L OF SHEETS NAMNAL PNINrFASr NO.186A-24x36 011,79 ............... - - - - - - - - - - -- po ceil. 0 ceil. fan fan V- --- -------------------- bol ........................ ... ....... fcn— lite �:�-Aown up rW H �2 E[ ceil. fan S E C 0 N D F L 0 0 R n 0 0 0 0 ceil. fan Arm 0 T H I R D F L 0 0 R RESISTANT RESIDENTIAL CONSTRUCTION SSTID 10-93 FOR A 100 MILE PER HOUR WIND LOAD E L E C T R I C P LA N S SCAIF 1/47 = l'—U* DRAm By J I M G I L L I A M wimm, 9/16/96 do DAM 8/26/96 1 PHommom 904 249 0072 1 ftrvtsm. P E L K E Y B U I L D E R S I N C A T L A N T I C B E A C H F L 0 R I D A mv" M.FJM OF 91 NINE #3 W W flood ri 2�1#4 . ... .. ood E.F. to floods 3 & 4 to floods 3 & 4 ceil. 1@ fan floor plug F locate per owner ceil. fan 00 X 010 U7-- A- r=--------------- ------- IE ------------- A/C — — — — — — — U9 COMP. TO A/C FLOODS COMP. 1 & 2 7 0 FFN fIC-08 ---- ----- - - - - - - - - - --- L/ - - - - - - - - - - - L E D G E N D I to floods ——————————————— PLUG 1 & 2 220 VOLT SWITCH RHEOSTAT SWITCH 3 WAY SWITCH 3 WAY REHOSTAT SWITCH LIGHT RECESSED LIGHT WALL MOUNT LIGHT IN FFm- m FLOUR. CLOSET LIGHT f loodg 4' X 2' FLOUR. LIGHT F I R S T F L 0 0 R #2>0 FLOUR. UNDER COUNTER LIGHT GARAGE DOOR OPENER floodv #2>0 FLOOD LIGHT SMOKE DETECTOR 0 CARBON MONOXIDE DETECTOR 018 WATER PROOF PLUG E.F. 13 EXHAUST FAN ceil. CEILING FAN LIGHT fan THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 > PHONE FOR A 100 MILE PER HOUR WIND LOAD 0 CABLE E L E C T R I C P L A N S fan U EXHAUST FAN & LIGHT �Ii toe SCALL 1/4� = l'—(f m" ffy i I M G I L L I A M WASM. 9/16/96 UNDER COUNTER FLOUR. DATE 8/26/96 mcw mAmm 904 249 0072 1 FMVtSM. P E L K E Y B U I L D E R S I N C A T L A N T I C B E A C H F 0 R D MAWIM NUUM OF EIGHT ALUM ROOF VENT LA- 0 6 6 --7 z Ld cn z OFFICE < STAIR TOWER 0 ir BEYOND < w C*4 _j r- 0 a 0 -1 0 -1 CD C*4 0 m L) w >- m w b w I y co CD z co < N w IN, co wv)o Zc)< c 0 FX DOC GARAGE & BONUS �;z ROOM BEYOND V) L9 z ANOD ALUM an 0 ROOF VENT J: V)zm cr 0 W w C-) r a. 0 LLJ z w MAIN V)w 2 SLAB LLJ e ov)o LLJ SYNTHETIC STUCCO ANOD ALUM WOO mu W ANOD ALUM OFFICE OF VENT m LL N 0 R T H E L E V A T 1 0 N ROOF VENT Alum LUJ Lj=uj 12 61 - - - - - - - - - - - - - - - - BONUS ROOM ROOF INTERSECTING WITH 2ND STORY ROOF BEDROOM CANTILEVER MASTER CLOSET F-T-11 OVER FLORIDA ROOM CANTILEVER INTO 2 STORY SECTION L / SET ABOV TIE BM. PLATE [CIE] Lu ZHI MAIN SLAB L - - - - - - - - - - - - - - '\\ DOOR TO SWING DOOR RIDA ROOM S.G.D. TO KITCHEN AREA OF 2 STORY TO GARAGE AND BREAKFAST E A S T E L E V A T 1 0 N CEILING IN FAMILY CABANA BATH AND FOYER 6 6 TOP PL STAIR TOWER OFFICE ;o BEYOND OFFICE FLOOR ANOD ALUM BEDROOM ROOF VENT 2 2ND FLOOR MAIN SLAB GARAGE WITH SYNTHETIC FLORIDA ROOM CONC. WALK OFFICE BONUS ROOM OVER STUCCO TO PATIO -LLLJ LLWI S 0 U T H E L E V A T 1 0 N 000 12 i T BOTTOM OF 2X12 RAFTERS cy) u- cn NOTE PL x LL-A CHANGE IN, V) m z GARAGE TOP PL GLASS BLOCK IN MASTER BATH I UijBONUS - — — — — — — — — -- — — — FLOOR LLJ w 0 CANTILEVERED 0 0 BED ROOM F- -1 0 - — — — — — — — — — — — — — — — — — — — — — — - c cn LL E V4 Er CONC. LINTEL/ BOND BEAM cn m L) < cl. ra LLJ w co 0 1 1 >- m w b LLj=Ljj MAIN N w .1 y L) SLAB to GARAGE DOOR CD z w < FRONT ENTRY BAY 0 DINING UP THESE PLANS DESIGNED PER STANDARD FOR HURRICANE co SYNTHETIC CANTILEVERED RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 < STUCCO STAIR LANDING W E S T E L E V A T 1 0 N FOR A 1 10 MILE PER HOUR WIND LOAD 0 0 0 1 /D 0 00 HDPT2 TRUE TIE EA. TRUSS TO PLATE OR BEAM BEARING (SEE TRUSS PLANS TPP4 TOP PL FOR GIRDER TRUSS ANCHOR (8d NAIL EA. HOLE) CONNECTIONS AND OTHERS NOT SHOWN) SPT24 0 EA. STUD TO PL CONNECTION (not required 0 condition where HDPT2 C C 71 S, T (11 C clan be nailed to both stud and plate) 13, R 0 0 F P L A N 0 0 I SCALE : 1 / 40 = 1 0 - 0 - BALLON FRAME GABLE SPT22 0 EA. CRIPPLE TO HEADER CONNECTION RTPGA1 6 STRAID MINIMUM WALL AND HEADER STUD REQUIREMENTS EA. HEADER STUD MAXIMUM HEADER SPAN F3' 6- 1 9- 1 12- 1 1 1 NUMBER OF HEADER STUDS UNSUPPORTED STUD TPP4 0 EA. STUD TO PL CONNECTION SPT22 EA. STUD WALL HEIGHT SPACING NUMBER OF FULL LENGTH STUDS O.N. SEE FOUNDATION TO PL CONNECT10N SEE WALL SECTION FOR 2 ND FLOOR 10, it 2 2 3 3 3 3 OR LESS 1 er 2 2 3 3 3 3 24! 1 2 2 2 2 2 it 2 2 3 4 5 5 GREATER 1 If 2 2 3 3 4 4 THAN 10' 2,C 1 2 2 2 3 3 R 0 0 F P L A N & D E T A I L TYPICAL 0 INTERIOR SCALE. N 0 T E D mAm By J I M G I L L I A M 9/16/96 FRAMING AND CONNECTIONS FOR OPENINGS LOAD BEARING WALLS DUE 8/28/96 mioNt wwmx 904 249 0072 REVISM. S C A L E : 1 2 1 0 SEE WALL SECTION N. 0 . T E S FOR OTHER CONNE I CTIONS THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y B U I L D E R S I N C 1.) METAL CONNECTORS BY SEMCO U.O.N. RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 DRAWW WAfM OF 9 2.) MIN. (2) 2X12 UNTELS FOR A 110 MILE PER HOUR WIND LOAD A T L A N TI C B E A C H F L 0 R I D A FIVE 57 -7' SEE ELEVATION DOUBLE SHEAR PR 3050 SHEAR 1/2 ROUND & FIRST FLOOR SHEAR WALL 4020 WALL EYEBROW WALL 2050 4050 2050 SHEAR WALL 3- ............. E3 OFFICE WALL ABOVE] WALK I I OPEN TO IN I GREAT ROOM 29 CLOSET I BELOW BEDROOM 2 MASTER BEDROOM I POCK I 0 le) 2' TRAY CEIL POCK v (3) STUDS OFFICE WALL (3) STUDS 0 ABOVE\ 51 RTPGAl 6 BEAM-M-STUD m STRAP (2) EA. STUD z La z 21' 26 SHEAR WALL 5 1/8 X 13 1/2 LAM RTPGAl 6 :3 2 2'6 m BEAM-TO-STUD STRAP (2) EA. STU D 2'4 1 I C A TliIW A L K 0M 2'8 STEPS AS cj (n U) REQUIRED > cr TEMP. MASTER BATH z co— w 2'6 m 31: GLS z 81 V) SHOWER 3' OPEN TO 2# 2'4 (L FOYER X 26 C AJ2 POCK I BELOW 4' 77- m TUB cl ELLIPSE BEDROOM 3 SHEAR WALL 2030 L-J I 4'X4' GLS. BLX. 3r BONUS ROOM cn SEE V) ;D 5,-g* ELEVS. (n SHEAR PR 3060 EYEBROW SHEAR 50 WALL 149-6r WALL 39-5- 76-Er -ir 3: 19, SHEAR WALL 3050 3050 3050 3050 SHEAR WAL4 cn a a a SECOND FLOOR PLAN I -- 0 13 SHEAR 2040 3040 2040 SHEAR per owner L WALL 1/2 ROUND WALL per owner OVER 0 F F I C E U) SHEAR WALL PR 2636 SHEAR WALL THESE PLANS DESIGNED PER STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION SSM 10-93 THIRD FLOOR PLAN FOR A 1 10 MILE PER HOUR WIND LOAD to SECOND AND THIRD FLOOR PLANS wAsm. 9/16/96 DROM By i I M G I L L I A M 8/26/96 pmw mium 904 249 0072 39 1/4- 8/2� P p E L K E Y B U I L D E R S I N C (n NW8M OF 9 T L H , F L 0 RI D A ALT L A N T I C B E A C FOUR 40 _---LINES W/ WALLS ABOVE - SEE 2ND & 3RD FLOORS OUTSIDE SHOWER DIRECT 3060 WINDOWS SHEAR WALL VENT & PARTIAL ROUND ABOVE CW1 6 CW16 CW15 CW15 PR 3050 EYEBROW 2030 SHEAR WALL SEE ELEVATION HB CAS. CAS. WALL CAS. CAS. ............................ 0- D. 3' CONIC. LINTEL 2'4 1 CONC. LINTEL FRENCH CW15 CAS. C 3. FRENC CONIC. LINTEL CONC. LINTEL OD 2'8 I POCK'I 5i I x I CANTlLEVERED LO Lu BREAKFAST 2ND FLOOR FIRE Lim I PLACE m I PLAY ROOM BR #4 L C I -j CMTILEVERED;t GREAT ROOM 3: 0 FLORIDA 2ND FLOOR 2 STORY CEIL ROOM -j LO C-4 ABOVE (n CL c3 LLJ !� 0 z 26 00 p CL � 9 -1 0!4 0 0 10" r �4 V) 0 L) 40 2'8 (L 0 925 .2 100 0 En 0: i� ir DIA CATWALK z 2'6 W V) COLUMNS ABOVE Ln ;n 29 N H Ln L)UJ KITCHEN Z m 9-i---Ak 91 3, 30-,c in m -7 4; x 4X4 POSTS SET RND. COL 2$ 2'8 2'8 HB risers INSIDE ON 1/2 WALL REFER. SHEAR SHEAR WALL 00 /i own WALL IN. PANTRY ice 0 ly 3 1/8 X 11 LAM i ::I: — PR 2'6 -- 2'8 #7 VERT. ,JHBL 2'6 ---\E�T WALK Z* Hl THESE CELLS ABOVE-�,. WALL ;o LIVING ROOM T;� i W) FOYER y CEIL I 1 4" CURB V) 0— PER BUILDER 17 THESE a BLOCK STEPS 0-1 Co— CE z .0 DOWN UNDER :D - LANDING DINING !E ui v) uJ 0 onc. ROOM a-z lintel CONC. LINTEL CONC. LINTEL 1 /9 I I I I I I I I I I I I III RIF- --------------- LIND 00 3060 SHEAR WALL 3060 —5 1/8 X 10 le. I I SINK L -i z 21* NTRY 5'-,C EYBROW CANIT. LAM EYBROW Z� �4r, CELL;t FILLED 0 13ELOW m CONIC. LINMEL �305 _j= LO MROW ----- ------ GARAGE SHEAR BAY SHEAR ELLIPSE CANTILEVER WALL 80, WINDOW WALL Iff V) LANDING Mo 4050 > W 0 0:0 z z C14 W 2'-ICr 1l'-11" 5" 11-110 Al 0 C.)ui z 0 V) B 16' X 7' O.H. + CONIC. LINTEL v 7 VERT. EAR 7 VERT. L W�A THESE CELLS L —THESE CELLS 2'-gr 16'-S' 2 -9" 16'-Y 7'-fr 5'-fr 17'-r 21'-9" SQUARE FOOTAGES: FIRST FLOOR 1630 SECOND FLOOR —1160 THIRD FLOOR 266 F I R S T F L 0 0 R P L A N BONUS 363 TOTAL HEATED —3419 smL 1/47 = 1'-0" m" By i I M G I L L I A M REMSM.1 9/16/96 GARAGE 462 DATE. 8/26/96 PHow wmmm 904 249 0072 FEVISM. THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y 6 U I L D E R S I N C RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 FOR A 1 10 MILE PER HOUR WIND LOAD AT LA N T1 C B EA C H . F L 0 R I D A mWm mium OF 9 THREE 46 �CONCRETE ILLS SHEAR WALL SHEAR WALL SH ------m7 4! CONC. SLAB W/ 6X6 10/10 W.W.M. P) ON VISQUEEN =4 MTS278 MM27B —J L TYP. 40 POST PAPGA44 POST ANCHOR EA 1 Cr X Ir THICKENED SH -SHEAR-WAU- SLAB W/ (2) 5-S WHERE SHOWN WA M, :I 3,0tST #7 VERT. Ir BLOCK FOUNDATON THESE CELLS2 WALL - FILL ALL CELLS W/ CONC. - SEE WALL SECTION FOR VERT. STEEL ;0 V) 2Cr X 1Cr CONC. FOOTING W/ (3) # 5'S 47 THESE 4" CURB TURN OUTSIDE BAR CE AROUND CORNERS 2T (n --�-lrW X 16* DP TURN DWN. EDGE W; (2) m! 5'S SHEAR WALL 17 P) w 04 a. 31 m on-on m V) SHEAR WALL ' SHEAR WALL 8' BLOCK FOUNDATION WALL ABOVE SLAB - 5D INN Sol I W, # 7 VERT. �Z*J— THESE CELLS WA THESE CELLS 2'-9' 2'-9" 24'-1" 17*-4* 21'-9' F 0 U N D A T 1 0 N P L A N % x STUD-TO-PL CONNECTOR ErD HEAD 3f O.C. U.O.N. SCALE : 1 / 4 ' 1 ' - 0 " 0 3:r O.C. A 10 (2) 5-S F 0 U N D A T 1 0 N P L A N & D E T A I L S T H I C K E N S L A B D E T A I L SCALL N 0 T E D MON BY j I M G I L L I A M wAsm. 9/16/96 F 0 9 c a I e 3 4 1 0 09L. 8/26/96 PHomE mium 904 249 0072 THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y B U I L D E R S I N C RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 FOR A 1 10 MILE PER HOUR WIND LOAD DPKMM KAMM OF 9 A T L A N T I C B E A C H F L 0 R I D A TWO FIBERGLASS SHINGLES ON 15# FELT 7/16* OSB SHEATH. STAGGER JOINTS INSTALL PER CODE W/ MET. SPACERS & 8d NAILS 6- O.C.Lr O.C. W/IN 4- OF GAB ENDS) AT ALL SUPPOR TRUSSES 0 24! O.C. 20'-r TRUSS TIE DOWN STRAP 04 11-10 11r Ek TRUSS (SEE DETAIL OUTSIDE SHOWER SHEET 5) LOCATE PER CONCRETE PATIO OWNER ,CONC. ....................... ........ STOOP ... .............................. 3' CONC. . ..................... . 20' B.R.L WALK ... ................ \K1 F Er BATT. INSULATION ANOD STUD-TO-Pl- ANCHOR ALUM (SEE DETAIL SHEET 5) iL DRIP -------- EA. STUD L 0 1 -- - 'PROPOSED HOUSE J /TI P.T. lX2 BATT. INSUL F070 SLAB ELEVATION PER CITY P.T. 2X8 and 101, FASCIA ffoo 3r DIAMOND CONT. BLOCKING CUT SCRN. VENT BTWN. 0 SHEATHING + IL---- is -,I d 13 M---------------a-------a 24 " O.C. .... JOINT LSD *SYNTHETIC STUCCd* ----------- 't>A/C WATER PROOF ccd* 10, B.R.L""� SYSTEM ----------- TYP. 2X4 STUDS 0 1 V* O.C. ------------ COMPRESSORS . ..... (SPIB f 2 0 SHEAR 7/16 OSB SHEATH. r WALLS) UPPER STORY Gr W1 8d NAIL 0 Ir I STUDS TO LINE W/ L--J O.C. 0 EDGES & it LOWER STORY STUDS 0 O.C. 0 FIELD STUDS SHEAR WALLS. 04 MIN. - INSTALL PER L —————————--k' I CODE W/ METAL ----------- 0 SPACERS TYPICAL CANTILEVER ABOVE 'o 31,C PLYWOOD FLOOR CANTILEVER z C) . GLUE & NAIL W/ 10d ABOVE NAIL 6* O.C. 0 EDGES wo C; & 1Z O.C. 0 FIELD 20' B.R.L "OK""N 10 CLZIN� in all - on + L) � -e�X- 3' CONCRETE a 0 - - - - - WALK 20' n B.R.L 0 0 cr w�- �- � c'.1 2 ffi V) A,P,PROVED ol�X�s 0 CPY OF ATLANTIC BEACH 0 SOLID BLOCKING BUILDING OFFICE 46.89, 8 1996 MIN. 1/2" DIA. "A7 13OLT 0 21- O.C. & W/IN 6r (2) P.T. 2X8 OF CORNERS, EA. SIDE PLATE 16' CONCRETE DRIVE OF PL SPLICES BOND BEAM W/ OPENINGS & M SIDE CONT. #5 T & B 19 GYP. BD. ON P.T. :.,,----'2X FURRING W/ 1 1/2 INSUL BTWN. Er BLOCK WALL 81, 4! CONC. SLAB W/ 6X6 10/10 W.W.M. B E A C H S I D E C 0 U R T ON VISQUEEN N� E GRADE VARIES ... .Xbs CLEAN. COMP., CHEMICAL TREATED W FILL DIRT ir BLOCK FOUNDATION TYP. # 5 OR # 7 WALL FILL ALL CELLS 0 FlLI-ED CELLS W/ CONC. SEE FOUNDATION S I T E P L A N S C A L E 1 8 1 0 2Cr X lCr CONC. FrG. W/ (3) # 5-S COW. SEE FOUNDATION L E G A L SITE PLAN & WALL SECTION W A L L S E C T 1 0 N LOT 20, scm r N 0 T E D mom w i I M G I L L I A M rxvtsm. 9/16/-'96 9 c a I a 3 4 1 0 BEACHSIDE. DATE 8/28/96 M)w Nw8m 904 249 0072 ATLANTIC BEACH. FLORIDA. THESE PLANS DESIGNED PER STANDARD FOR HURRICANE P E L K E Y 8 U I L D E R S I N C RESISTANT RESIDENTIAL CONSTRUCTION SSTD 10-93 FOR A 1 10 MILE PER HOUR WIND LOAD DRAWW, NUUM OF 9 A T L A N T I C B E A C H F L 0 R I D A ONE