<br />
<br />',"".,
<br />
<br />
<br />,.:;
<br />
<br />'," .
<br />
<br />. ~+,'
<br />
<br />
<br />
<br />
<br />~~N~AL NOrfE~~,,"
<br />
<br />'THI& aLIU-DIN<;, I-lA6 eEEN DE61<::'NED TO CONFORM TO THS FLORIDA aLIl!..OIN<::, CODe 2001.
<br />
<br />A~(<A"" ENGINEERIN<::' INC, A RE<::'16TeREO LlceN6EO. FLORIDA ~ROFe~IONAl. &mUCTUr<Al.
<br />EN~INEERING COMPAN.,.., I-lA6 APPLI\:D " RATIONAl. ANAL Y616" FOR THe emUCnJRAI. DEe.IGN
<br />OF THI& EHRUC'NRl!
<br />
<br />11-12 6UI!..OIN<::' ( INCLUDIN<::' ALl. COM~ONENT6 AND CLADDINGe 6l-lALL Be DeelGNEO roR THe
<br />FOLLOUJING GUPEl<IMPO&EO LOAD&
<br />
<br />Ft.00rt6.
<br />~~I~~~~e. .,18 ,;t:~:
<br />
<br />
<br />GAiV>G1E ~LA6,
<br />LIV!:! LOADe . ~ P.6.P.
<br />DEAD LOAD& . 10 P.&.P.
<br />
<br />Live LOAD6 cmtJM TOP CORD) . 20 p.e.F.
<br />DeAD LOAD6 (TRUM TOP CO~D) . 10 P.&.P, 13 P.6.F. lUHEN TIlE noo;: INaTALLED '
<br />DeAD LOAD lTRU&& aOTTOM CORD) - 10 P.&.II,
<br />A500MED mUM 6ELF WEI~HT ( DEAO LOAD) - 1 p.e.p.
<br />
<br />6U1LDIN<::' 1& DE61c#NED TO CONroRH TO AecE ,-~. Cl-lAPTER ~, PER FLORIDA aUILDING
<br />CODe 2001 6ECTION IW~.I.I
<br />
<br />WIND DE6:ClN Ae.OOMPTIONel
<br />
<br />eUILDING EXP06URE . a
<br />eUILDIN<::' IMPORTANce 1=ACTOR 0 1.0
<br />MeAN r<001l HEIGHT !\O' OR LEM
<br />~IEIGHT 4 e><POOORE ADJU6THENT6 COEFfiCIENT 0 1.0
<br />E:'NCLOe.ED 19U/LDING
<br />INTERNAl.. PRE600Re COEFFICIENT a . 1 . o.la
<br />eEe UJIND 6PEED INFORMATION eTATED ON PLANe
<br />
<br />
<br />001l. ~~~iNG <) COMPACTIONs"
<br />
<br />
<br />"
<br />iHeee PLANe WERe DfUWN aAeED UPON AN ALLOLUAaLe eolL aeARING CAPACITY OP
<br />2000 P.~.F.( MINIMUM) THe CONmACTORI'PROPERTY OWNER Ie Re6PON6IB!..E FOR VERIFYINCt
<br />iHAT THe WIL ON THe elTE Ie PROPB<L.,.. PRePARED AND COMPACTED euCl-l il-lAT IT CAN
<br />OOPPOOT A 2000 p.e.p. FOUNDATION LOADiNGs
<br />
<br />A~KAY r:NGINEe~IN~ INC, A REGsl6TERED LICEN~ED A..oRIDA PROFeeeIONA1. emUCTURA!.
<br />!:NGINEE~ING COMPANY, DE61GNED THEe.e fOUNDAT10Ne UJITHOUT Vl61TING THl! CON6TRUCT10N
<br />61TIE NOr< ;oEf<FORl1IN~ AN.,.. 6011.. TEeTIN~ ' '
<br />
<br />ARKAY ENGINEERING INC ~14ALI. NOT ee RE6PON&IBLl! FOR THE 61TE eon.. AelLITY TO OOPPORT
<br />Tl-lE 6UILDING LOADe
<br />
<br />FOUNDATION 4 €>bAB Q ON", GRAPE NOn~e
<br />
<br />el.IlLDINCs 6rn: 6I-!AU. ae ecRAPED TO REMove ALL ORGANIC HATERIAL6,.
<br />ANY ADDITIONAl. FILL PLACED ON THe 19UILPINCt PAO AREA, 61-!ALL ae COMPACTED
<br />6iJCl.l THAT IT CAN ADEatJATIEI."" OOPPORT A 2000 P.6.F. FOUNDATION LOADING, 6LAe
<br />E'>I-1AU- alE PLAce ov~ A ~ MIL VAPOO 19ARRIER ON CLEAN ADEGlUATEt..,.. COMPACTED
<br />AND T~I'1ITE POleoNW eolL
<br />CONCRere UTILIZED IN THe FOUNDATION AND 6LAee 6HALJ..l-!Ave A MINIMUM 2a OA.,..
<br />COMP~E66IVE emeNCt11-l OF 2SOO p.e,l=.
<br />
<br />MAOON~Y WALLe:
<br />
<br />
<br />REINfORCING eTEEI_ ~HALL ae Cs~ADe 40 MINIMUM AND IDENTIFIED IN ACCORDANce
<br />WITI-! AeTM A -61~. LAP 6P!..lcee., lUHERe REQUIRED 614ALL ae A MINIMUM OF 2S" FOR
<br />05 REaA~ , 30" FOR O() REl9AR 4 3S' FOR ~ REaAR
<br />
<br />PLANe. ARe E:'NGlNEEREO FOR A MAXIMUM &n:HUJALL HE1G14T 011 4 COUR6ee ( AFTER
<br />FINAl- 61i1: G~ADING) 11-IE CONTRACTOR OR etJlLDING OWNm 6HAL!. DereRMINE THe
<br />EXACT eTE1UJALL HEIGHT aME UPON 61TS CONOtTION6 PRIOR TO POURING THE FOUNDATION
<br />AND CONTACT ARKA.,.. eNGsINeE~ING UJHEN Mooe THAN 4 cou~ee ARE REQUIRED
<br />
<br />A FOUNDATION 6URVeY 61-1AL1.. ae PERroRMED AND A COP"" OF THE 6URve"" el-!.~LL. ae ON e.ITE
<br />FOR THE OOILDINCt INe.PECTORe uee ,OR ALJ.. PROPERTY HAAKERe e.HA!..L ae EXP06eo AND A
<br />emlNCt eTRECTED FROM MARKER TO MARt<ER TO VERFI.,.. REQUIREO eeT aACK6
<br />
<br />
<br />CONCRETE HA60NR"" UNIT &HALt. aE HOLLOW UNIT MA60NR.,..
<br />, {AND &HALL. HAve MINIMUM ;:'M Oil ISOO P.&.I.
<br />
<br />HORT AR 6I-lAl-!. CONFOf<H TO MTMe -210 AND eHALL ee EITHER T'rPE M OR e
<br />
<br />.: nElN~RCING eTIEEL. 61-lALL ae GRADE 40 MINIMUM AND IDENTIl=IED IN ACCORDANce
<br />WIT~ AeTMA-~I~. LAP ePLlcee LUH~5 R!:aJIREP 61-!ALL ae A MINIMUM OF 2S" FOR Qf; REaAR
<br />!\Oil fOR o~ REaAR AND ~~. ~~ ~ REBAR.
<br />
<br />, ~OUT FO~ THE POURED caLe AND LINTELe e.I-!ALL ~Ave A MAXIMUM COURee AClGsREGATe elze ,
<br />OF 3/1)d PLACet) Ai I) TO t1INCl-l e.WMP AND HAVe A MINIMUM 28 PAY COMPn!:%lvE eTReNc#TH OP
<br />2000 P.&.I. ( UJHEN TEerED PER A6TM C-IOI~ ) '.
<br />
<br />PROVIDe CLeAN OUT OP;:NING6 ( 12 ea. IN. ) IN caLe CONtAINING ~PlICEP nEINFO~CEMeNT, W~eN
<br />1'1-113 GROUT POUR E><CEEDe ~ FEe1' IN HEIGHT .:.". , ' ,'.
<br />
<br />
<br />
<br />~O~ING I) FLAe~INGe,:
<br />
<br />ROO:=ING ~YeTEM AND FLAeHlNG Ae eTATED IN PLANe, MUeT CONFORM TO CHAP'rm 1~ OF THe R-OnIOA
<br />eUlLOING CODE 200f. fLA6~ING 6PECIFiC eECTION \S01,3.~ CONTRACTOR 00 0U)1\1E\< MUeT F'ROVIDE WITI-!
<br />PLANe ep\:CIFIC PRODUCT INFORMATION DETAILING INeTALLATION OF PRODUCT TO MEET WIND DeelGNe
<br />01= THle 6eT 01= DRAwIN<::'&.
<br />
<br />iIM~~ MArE~IAl.e:
<br />ALL TIM6ER6 HA TERIALe 614ALL- 8E Ae FOLL-owel
<br />
<br />L-V!.. aEAMe 61-lALl aE (t~ HCALLleTER LVI.. MATERIALe MANUFACTURED ay "iT?:UM JOleT
<br />HACMILLAN ( Or:;! EatJAL)
<br />LUMBm UTILIZED IN eoTTOM PLATE, TOP PLATEe poeT, C?lTUD& PACKa ..\NDC,EAMe
<br />eHALJ.. ee Ci2 YELlOLU PINE (00 BeTTEm
<br />
<br />E><iERIOt'1 AND INiERlOR LOAD aEARINCs eTllDG eHALL BE ~ ePRUCE ( OR BETTER)
<br />ALL OTH~ eiUD& &HALJ.. Be "eTUO Gr:;!ADlE' e,PRuce 6PACE 1()" OC. ALL 6PLlcee AT
<br />TO? PLATe MU6T ee MINIMUi'1 4'0. AND NAILeD 4" OC LUIT14 120 COMMON NAII..e
<br />
<br />F'(!,L PoeT el-lALL 6e (tae> PAFULLAM P6L MAiEnlALe MANUFACTURE& e.,.. TRueeJOleT
<br />MACMIl-LAN (OR EQUAL). 6E1! PoeT OOPPORT TAaLE FOR LOAD VALUEe..
<br />
<br />exi~loR WALLe el-lALL ee CON&mUCiED Wli~ 112" PLYWOOD 00 '/l~" 0.21.6. ( 2-M-uJ nATING) NAILED
<br />WII'..4 aD NAILe 6PACE AT 3" OC ALONG ALl.,. HORIZONTAL JOINi6 AND EPGlEe,~. OC ALONG ALL VERTICAL
<br />JOINT& AND EOOEe ANO 12" OC ALON<::' ALL INTERMEDIATE eTUDe
<br />
<br />AT OPENING6 9'Od WIDE OR LARGIm eTRAP l-IEADER aEAM TO THE HeADa1 enJP6 Wlil-l t.v uep OR aIMP~N
<br />L6TA24 6iRAP TIEe AT EAC14 END OF HEADER aeAM, ANCI-!OR 60TTOM OF HEADER eTUDe TO FOUNDATION
<br />WITH uep 00 6IMPeot-a HiTl~ TeNelON ilE.
<br />
<br />
<br />fNie:RIOR 6WO LUALle TO aE OF :1 X 4 02 ~E OR ee1'TER Wlil-! elN~Le 2 X 4 P. T.
<br />F'INE OOTTOH PLATE AND eING!.E 2 X 402 epRUCe TOP PLATE LUITH enJDe 6PACED
<br />MAXIMUM 24" OC. UJALLe TO HAve 112" GYPOOM OOAI'CD eAC14 6IDE. WITH UJALle AT
<br />GARMe TO HAvE MINIMUM R-I1INOOLATION
<br />
<br />At.jCHO~ UJOOO ~HeAR WALLe eE<SMENTe TO FOUNDATION UJI11-I ~IMPeoN I..TT20a TEN610N Tie AT EAC14 '
<br />END OF WALl- 6EGMENT6 AND AT AN.,.. WALL. e.e<:.HENT INiERe.ECTtON ( atilLDING CORNma)
<br />
<br />ANCHO~ Tfale& TO UJOOD aeARIN~ LOCATION& A6 FOLLowe,
<br />
<br />noop UPLIFr6 OP 4;!;O AND LEM U6E (1) U6P R13 OR elM?eoN l-l, HURRICANE TIE
<br />
<br />FOR uPLIFr& mOM 4S~O TO ~10o ue!! (2) U6? RT3 Of;! elMP&oN 143 HURRICANE TlffB
<br />
<br />UPLIFf& rnOH ~llo UP TO 14roo uee A U6P HTUJ20 OR 61MPWN 14Te20 TLUleT eTRAP
<br />
<br />ALl.. PLUMaIN(j" ELECTRICAL. ANO MECI-lANICAt. ROUGH INe MUaT ae COMPLeTE, INe?EC'tED AND APPROVED
<br />PRIOR TO REQUE&TING Tl-le FRAMING INSPECTION.
<br />
<br />IF DE61RED, EQUIVALENT CONNECTORe. MADe e.,.. ANOTl-lER eupPLlm MA.,.. a;: U~ED IN PLACE 01= Tl-le
<br />ue,p OR C>IMPWN CONNECTQR6 eHOLUN
<br />
<br />11-I1! CLIENT UNoERatANo& T\.lAT 11-IS oee.ICsNEfi! CA~Rlee. NO LIAalLITY IN6URANce AND THEfi!EFORI!
<br />ACsREE& TO HOU:> HARHL.E~, IOEl1NIF'T". AND OEfENO oee.ICsNER FROM ALL CLAIHG, L.Oe,e,E5 AND
<br />EXPEN~Ee (INCLUDING REA60NAaLE ATtORNEY FEES) A~lelNCs OUT OF OR REe.uL TING FROM THe
<br />PRO.IECT. 11-IE DEelGNER Will. IN GOOO FAITI-I AnEMPT TO PROVIDe ERROR FREE! CON8mUCTION
<br />D~AWINC:rS. aUT IN THE EVENT E~RORS OCCUR THE DE61C:rNEl< WILL NOT ae L1AaLE FOR COST OF
<br />REPAIR5 OR DELAY TO THE CONSTRUCTION
<br />
<br />eO~L TERMITe T~~ATMENT:
<br />
<br />INITtAL &oIl.. POl50NING TREATMENT 6HALL ae DONI! AFiE~ ALL exCAVATION
<br />aACKFIJ..LIN~ ~ COMPACTING ARE COMPLETE (pm Fee 131~.1.1)
<br />
<br />AN.,.. 6011.. Dlei\JRaED APi~ THe INJTtAL TREATMENT &HALl- ae Re TReATED
<br />( INCLUDIN~ AN.,.. aOXED OR FORMED AREAe) (PER me faf~1.2.)
<br />
<br />BOXED ARl!A6 IN THe CONCRETe 6LAa FOR IN&TAL/..ATfON OF TRAPe 61-1ALI.. ae MADe
<br />WIT14 PERHAHENT MeTAL OR PLA&TIC FORMe, PERMAMeNT FORMe MUaT 8e 011 AN ADEGlUATe
<br />612:! ~ CEP'I"1-.j TO !LIMINATS AN.,.. DtaTURBANCII 011 '1"1-111 eolL A"T~ THI! INITIAl.. Tr<I!A'tHeNT
<br />. (~Irt ~ee 13i.,l.'J
<br />
<br />.1. ;1;~;1"'~M ~ !"i!LL YAPO\1 aA~~IE~ l"~.J,3T Ol! iN~T.~,L.Lro TO P!<OiecT t.GsA:NeT ~A!NF.l,!.1.
<br />Oll.UT10N 11= ~AINMLL OCCUR6 BEFORE VAPOR aARRIER PLACEMENT. Re TReATMENT el-lALL
<br />ae REGlUIRED (PER Fee laf~.1.4)
<br />
<br />ALL OOlLDING6 ARE ReQUIRED TO HAVE A PRE CON&'tRUC'tION TERMITE TReA'tMENT
<br />(PER FeClal~.I.')
<br />
<br />AFTER Al-l- LUORK Ie. COMPLeTe ANY L005e WOOD AND FILL MUe.T aE ~EMOvED FROM
<br />aELoUJ AND UJIT14 IN 12" OF THE aUILDINGs, THle 5HALL INCLUDE ALl.. GRADe &T AKEa ruB
<br />mAP eoxee. FORM&, e.HORING AND AN.,.. omeR caLuLoe.e CONT AININCt MA TERIAL&
<br />(PER FeC 2303.1.3)
<br />
<br />NO WOOD vEGE!TATION, enJMP~, CARD60ARD; TRA6H, eTC, ~1-.jALL ae BURIED UJITHIN IS' 0"
<br />OF ANY aUILDIN~ OR pnOPoeeD 6UILDtNc# (PER Fac 2~0~1.4)
<br />
<br />ANY CONCRETF- OVER POUr:;! MORTAR OR &iUCCO MATER/AL& ALONG Tl-le FOUNDATION PERIMETer:;!
<br />MUM as REMOvED PRIOR TO EXTERIOR ~OIL Tf<eATMeNT (PER rac lal().LS)
<br />
<br />eX1'ERIOR 5011. TREATMENT MU&T ae APPLIED UNom ALL EXTERIO~ CONCRETE OR GRADE
<br />WIT14IN 12" OF THE emUCnJRe elDe UJALL& (PER Fee lal~.L~)
<br />
<br />AN EXTERIOR VERTICAl- CHEMICAL aARRIER &HALL ae IN&TALl..ED AFTER CON&TRUCTION 1&
<br />COMPLETE ( INCLUDINC:. LAND5CAPING AND IRr:;!I~AT!ON) ANY &oIL DlenJReED AFTER THE
<br />VERTICAL aARRIER Ie APPLIED, 6HALL as RETReATED (PER Fee laf~.L~)
<br />
<br />IRRIGATION I ~PRINKLER eY6TEMe INCLUDING ALL RleeR& AND ~PRA"" l-leADe el-!ALL. NOT Be
<br />IN&TAI.JJ:D WIT1-.j 12" OF iHe 6UILDING alDEWALLe (PER Fee 1$03.4.4)
<br />
<br />CONDENeATE AND ROOF DOWN ~POUTe DlecHAR~e AT LEA6T 12" AWA.,.. FROM Tl-le aUILDING
<br />, 610e LUALLe (PER Fac IW3.4.4)
<br />
<br />THe DleTANce FROM il-lS EXTERIOR UJAI_L COvERING ( exCEPTfONel PAINT AND DECORATIve
<br />CEHENTITtoue FINlel-! LEM THAN S/!~" TI-!ICK ADHERED DIRECTL"" ONTO THE FOUNDATION uJALl..)
<br />AND FINAL eART14 C'$RADe e14ALI.. NOT ae LEee THAN ()d TO ALLOW faR IN6PECTION FOR FUTURe
<br />TERMITE INFEeTATION& (PER Fee 1403.L~)
<br />
<br />A 1 CERTIFICATE OF COMPI..IANCe" 6HALI- ae 166UED TO TI-lE eUILDINCt OEPARTMENT a.,.. A LICENeED
<br />pe6T CONTROL COMPANY aErORe A " CERTIFICATE OF OCCUPANC.,.. UJILL as leOOED. Tl-le CERTIFICATe
<br />el-IALJ.. eTATe, (PER F!9C leIS.I.')
<br />
<br />" THE aulLDiN<::' I-lAe RECEIVEO A COMPLETE TReATMENT !=Or:;! THE PREVENTION or: ooaTERRANEAN
<br />TERMliEG. rHe TReATMENT I~ INACCORDANCE WITH THE RULE& AND LAW& 0;:: THE FLORIDA DE?ARTMENT
<br />OF! AGRICUL. nJRE AND CON6UMER/!/ ~ERvICEe
<br />
<br />A PERHAMENT 61GN TI-IAT IOENTl;::lEe iHE TERMITE TReA'tMeNT PROVIDER AND NeeD FOR Re IN6PECTION
<br />AND 'tREATMENT CONTRACT RENEWAL 6~ALL ae PROviDED. THE 6iGN ~I-lALI.. aE PoeTED NEAR THE WATER
<br />I-lEATER OR ELECTRICAL. PANEl. (PER rec 104,2.~)
<br />
<br />i~ueeEe:
<br />
<br />IF THE CONTRACTOR, muM MANuMCnJRe OR ANY OTHER DE61~N PROFEMIONAL REVI6e iHE
<br />mUM eyeTEH LAYOUT FROM THoee ~I-IOUJN ON THe6e PLANe ARI<AY ENGINEERING, INC Ie
<br />REQUIRED TO REVIELU ALL Il=INAL coNemucTfoN DOCUMENT2I FOR COMPLIANCE WIT14 THE
<br />DeelGN INTeNT PRIOR TO COMMENCEMENT OF THE! PROJECT
<br />
<br />UP LIFT CONNECT10Ne FOR MAeoNR.,.. LUALLe
<br />
<br />F~OOIl UPLIFTe; OF laooo AND LE6& ueE (1) 61MPeoN HeT A24 UJIil-l (1~) 10D X 1 1/2" NAILe
<br />F(ooF UPLIFTG 01= 23100 AND LE6~ U6e (I) 61MP6ON HHET 0424 WITH (21) 100 X I 1.12" NAIl-e
<br />ROOF UPLIFTe OP ~%SO AND LE6e ueE (1) 61MPWN HCtT WITl4 m) 10D X I In" NAILe TO
<br />GIRDER AND s/a" eol.. T TO CONC~ere
<br />
<br />nOOF! UPLIFTO OF 10~Oo AND LE6e ueE (1) elMPeoN I-I(',T-2 WITl4 (~) 100 X I 112" NAILe
<br />TO GI~DER AND (2) 3/4" aOL.ie IN CONCReTE (2 PLY GIRDER!?> )
<br />
<br />ROOF UPLIFTe OP 105>3OQ OR LE&e U6E (I) elMPeON H~T-3 LUIT14 (3) 10D X 1112" NAILe
<br />TO GIRDER AND (2) 3/4" aOL Te IN CONCReTe ( 3 PLY GIRDERe )
<br />
<br />ROOF UP!..It=Te OF ~2:;OO AND LE~e uee (1) eIMP~N I-!GT-4 LUITH (1~) fOD X 1112" NAILe
<br />TO GI~DER AND (2) 3/4" aOL Te IN CONCRETE (4 PL."" GIRDERe )
<br />
<br />exreRto~ WINDOW€> ~ DOORe:
<br />ALL EXTeRIOR WINDOUJe a GUM DOOR& OR ENTRANCe DOOR ~HALL ae TE&TED IN ACCOROANce Wlil-l
<br />AN611AMMA/NWUJDA 101lle2 eTANDARO AND 8EAR AN AMMA OR WDMA LA8EL IDENTIFYINCt THE HANUFACTURE
<br />P~HANCE Cl-4ARACTERI6Tlce AND APPROVED PRODUCT TEeTiN~ ENTITY
<br />.
<br />
<br />ALJ.. MULLIONe AND ADJACENT DooR/UJlNDOLU A%EMaLIE& ~HALL. aE TE&T Or:;! ENCsINE~ED TO TRANe.Fm
<br />; 1.~ TIME~ THe De61GN LOAD& TO THe ROUG14 OP;:NING 6U!96TRATe
<br />
<br />INeTALI.. ALL. WINOOUJ& AND DOOR A%EMeLIE& PER THE MANUFACTURE ANCI4OI<ING RECOMMENDATION&
<br />TO ACHIEVE! iHE DEelGN PRE6eURe& 6PECIFIED
<br />
<br />ELeCi~~CAL, PL.UMBING, {} MEC~ANICAl.:
<br />
<br />IN ACCORDANce LUITI-! CI-IAPTER 411.00~ (2) (I) 01= THE FLORIDA ADMINleTRATlve CODe, ELeCTRiCAL
<br />PLUMaiNG AND MECI-!ANICAL. eyeTEMe el-4ALL. ae DeeiGNED e'T" TI--IE ReepeCTIVE CONTRACTOR TO
<br />M.EeT ALl.. AP?LiCAl9LE CODEB. THE !ELECTRICAL. PLUt1elNG AND MECHANICAL eY&TEM6 DRAWN HERON
<br />ARe eMe UPON A DE61GN PROVIDED a.,.. THE OWNER TO ADDREM l-lle/HeR REauIREMENTe.
<br />
<br />ALL ELECTRICAL OUTLere IN aATHROOMe, KITCHEN, (WITHIN ~' FEeT OR 6INK~), GARAGE ANO AT
<br />EXTERIOR LOCATIONe et-lAl-L ae Wlr<ED INTO A ~~OUND FAULT INTERRUPTER "GFI" CIRCUlT
<br />
<br />ALL ELECTRICAL. OUiLeT6 IN eEDROOMe 4 FIXnJRE6 l'JI-lALL. ae WIRED INTO AN ARC-rAUL T INT~RUPTER
<br />"AFI" CIRCUIT
<br />eMOKe DeTECTORe 6HALL ae PLAce IN EAC14 aEDROOH AND IN HALL WA.,.. AREAe ADJACENT
<br />TO aeoRooM AND OTHER LIVING AREA6
<br />
<br />GROUND WIRe FORM ReaA~ TO ELeCTRICAL PANEl.. PER N.e.C.
<br />
<br />6AFETY GLAZIN~:
<br />
<br />THe FOLLOUJING eHALJ.. ae CONelDERED ePEClflC HAZARDOOO LOCATION FOR THe PURP06E OF
<br />~LAZIN~
<br />
<br />(1) ~LAZINC:. IN 6LUING Doooe. FIXED AND eLIDINC:. PANE\.. OP eLIDING DOORe.
<br />A6eEMallEe
<br />m GLAZINCt IN POooe AND ENCLOOORIE& FOr:;! l-lOT ruee, LU~IRLPOOLe, 6AUNAe, !?ITEAM
<br />~00~1e, aA Tl-lTUe6 ANO 51-10UJER6. GLAZING IN AN.,.. PORTION OF A BUILDING UJALL
<br />ENCLOelNG THEe.e COMPARTMENi6 Wl-lERe iH!! eoTTOM EDGe OF THE C:.LAIING Ie LEM
<br />TI-!AN ~o' AOOvl! Tl-lE Dl'?AIN INLeT
<br />(3) GLAZING IN INDIVIDUAL FIXED OR OPERABLe PANEL ADJACENT A DOOR WHERE
<br />THE NEARE6T VERTICAL eoGe Ie. WITHIN A 24" RADlue or: TI-IS DOOR IN A CLOe.eo
<br />PoelTfON AND LUl-fOee eoTTOM EDGe 16 LEM THAN ~o" Aoove THE FINleM FLOOR OR
<br />UJALKIN<::, OORFACE
<br />(4) ~LAZING IN AN INDIVIDUAL FIXED OR OPERAal-E PANel.. OTHER TI-lAN THOeE LocATtoNe
<br />DEeCRIBEO IN ITEMe (2) AND (3) AaovE . THAT MEETe AU OF THe FOLLOUJING
<br />(A) EX?Oe.ED AREA OF AN INDiviDUAl. PANE Gn!:ATER THAN g eGo FT.
<br />(B) aOTTOM EO~e LEM THAN la" Aaove THe FLOOR
<br />(C) TOP EDGE ~REATER TI-!AN ~()" Aoove Tl-lE FLOOR
<br />(D) ONe OR Mooe WALKING 6UR~ACee LUITHIN 36" I-IORI;lONTALL""
<br />0;: Tl--le r'LANe OP THe G!..AZINCt
<br />
<br />DRAFieiOPPINcas
<br />
<br />IN 61NGLE FAMIL"" DWELLING&, ORAFT6TOPPING6 614ALl aE ~~OvIDED ( PARALLEL TO iHE MAIN
<br />FRAMINCt MEMaERe) IN FL.OOR / CE/LIN<::' A5e>eMBLIEe eePARATING U6l!AeLe 6PACEG, DRAFTerO?PING
<br />6I-lALL ee CONeTRUCTED euC14 T14AT THe FLOOR I celLiN~ AMEMeLE"" Ie 8ROKEN UP INTO TWO OR MORE
<br />APPROXIMATED AREAe LUITI-! NO MEA GREATER THAN $00 eO.FT.
<br />
<br />ATtIC ACCE~~:
<br />ATTIC 6PACEe el-lALI.. eE PROVIDED LUITH AN INTEnloo Acce6e OPENING NOT LEM THAN
<br />22"X3~". ACCe% OPENING &HAL!. eE ACCEMleLe AND PROVloe UJITH A LID OR DEvice
<br />THAT Ie 1!A611-"" REMOVED OR OPENED, WHEN MECHANICAL EQUIPMENT Ie INeTALLeD IN
<br />THE ATTIC. IT e.HALL aE IN61'ALLED IN ACCORDANCE Wlil-l MECHANICAL CODE.
<br />Accee.e Ie NOT REQUIRED W14eN iHe CLEAR HElc#HT OF THE ATTIC 6PACe , MEAOOREO
<br />AT THE ROOF PEAi< 1& LEM THAN 24".
<br />
<br />.
<br />
<br />M2iiii~5i9isiaiii
<br />'"
<br />'II
<br />'"
<br />'"
<br />,<I
<br />III
<br />'"
<br />,"
<br />III
<br />III
<br />1<1
<br />,<I
<br />10
<br />'<I
<br />1<1
<br />III
<br />III
<br />,"
<br />'"
<br />'"
<br />'01
<br />10'
<br />'<I
<br />,<I
<br />'<I
<br />'"
<br />'01
<br />,<I
<br />1<1
<br />,<I
<br />'"
<br />III
<br />III
<br />1<1
<br />III
<br />
<br />, ~."
<br />
<br />
<br />
<br />,"";',
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />,. &ARAGI! Doo~ 1'0 as ~EfNFO~CED
<br />TO MEET UJIND LOAD AND COMPRE6610N
<br />RATING& FOR YOUR JOB LOCATION.
<br />
<br />CEILING RAFtm
<br />
<br />
<br />~
<br />
<br />
<br />
<br />r:!)
<br />
<br />. . ALl. TRACK ANO 14AROUJARI! e.eeUREO
<br />PER HANUMCTIJRE epeelFICA TION& TO
<br />MEeT UJIND LOAO AND COMPRE5e>!ON
<br />AATINGe FOR YOUR JOa LOCATION
<br />
<br />Q)
<br />
<br />I~
<br />
<br />:@
<br />
<br />HINIHJH 2)( a P.T. 61De ANO TOP PLATl!
<br />AT'I'ACHlP 10 eLOCK LlJALl. ua.ING 1/2" )( a"
<br />ANCI-IOR eoL T& OR ~/a' X ," I!XI"ANe.ION
<br />6O!..Te. 4 EAC14 elDS ANO TO!'=> 24" OC
<br />
<br />
<br />l, .
<br />
<br />~
<br />
<br />GARAGE OOOR ArT ACI4MENT DeTAIL.
<br />
<br />
<br />
<br />~"
<br />
<br />
<br />
<br />eTEEl.. PI. YCLIP&
<br />
<br />24" oc
<br />
<br />NAIl. WITI-! aD R& NAIL&
<br />
<br />
<br />~ )
<br />
<br />
<br />.
<br />.
<br />
<br />. .
<br />.
<br />
<br />~
<br />
<br />
<br />..J
<br />()"
<br />. .
<br />
<br />
<br />. "
<br />. "
<br />. .
<br />. .
<br />, .
<br />. .
<br />"
<br />. .
<br />
<br />
<br />. .
<br />
<br />PLYWOOD NAIL PAiT~~N (ROOF)
<br />PLYWOOD NAIl-EO A& &~OWN 1& DE&IGNEO TO WITH &T AND
<br />MAXIMUM WIND LOAD ~ATING OF 130 MPI4 WITH FA&TE8T
<br />&PEED OF 110
<br />
<br />
<br />-'~, ,_.
<br />e.IMP60N MeHA3.S~/lI.2!; i-fAN6ER"'"
<br />OR EQUAL FILL ALL NAIL. l-IOLEe
<br />TO eEAM WIn-l 100 X 11/2" TYPiCAl..
<br />TRUM NAILe
<br />
<br />~3{~' A:301 ANCl-IOR eOLT!; s/a" FROH OF EDGE
<br />OF al..OCK LUALL wlm MIN. ~" EM6eDDED
<br />, '. .. IN 3000 pel CONCRETE GROUT ,
<br />
<br />.' '
<br />
<br />
<br />
<br />
<br />-----..t, J I :-
<br />I' I.
<br />.
<br />I I I ·
<br />I
<br />I I
<br />I
<br />
<br />
<br />FILLED CELL (TYP)
<br />a" CMU WI 3000 P51
<br />CONC . LINTEL uJl
<br />I t's ~ MIN. L.AP 30"
<br />
<br />61.. 2 X !2 '2 PINE eEAM WITH ONe
<br />LA ""ER 1/2" CDX IN CENTER
<br />
<br />11416 ~OOF ~ ALL OF IT6 COMPONENT6 ARe
<br />DEelGNED TO CONFORM TO 6eCTION 11006
<br />OF TI41: 2001 FLORIDA aUILDINc:. CODE6 FOR
<br />WIND LOAD8 eTATED ON PLAN&
<br />
<br />HIP . RIDGE CUT FROM
<br />METRIC THR~E T Aa eHINGLEe
<br />
<br />Ft.A6l-lINGI
<br />
<br />&"
<br />
<br />ROOF TO LUALL
<br />
<br />
<br />4" X ~" ANGLe :2~ GAUGe GALVANIZED MeTAL
<br />Fl!UaeER VALLe.,.. FLA614ING OVER TOP OR 12"
<br />WIDe 2~ ~AUGe c;,AL V AN lIED METAL
<br />
<br />A!..L NAIL& HUeT PENI!Tr:;!ATE AT LEAeT 3/4" INTO
<br />THE WOOD DECK
<br />
<br />NAIL 6HINGtLEe uJIT14 11 OR 12 GAUGE GALVANIZED NAILe
<br />WIT1-.j 3/a" DrA. l--leAoe ( ~ REQUIREOD Ae eHOuJN HIGH WIND
<br />AREA6)
<br />
<br />NORMAl. WINO AReAe
<br />
<br />MANeAAD OR 14IG14 WIND AREAe
<br />
<br />
<br />HATERIAL66F'ECIFICATIONet
<br />
<br /> Ii' ?: 2" '~
<br /> I I
<br /> 'n' 'n'
<br />S" EXPOeLlRE 1)" 1!XP0OORe
<br /> ~. HIN
<br />
<br />UNDmLAYMENT 614ALI.. CONFORM TO MTM 022~, Type
<br />, OR ATeM ~g, T'1'PE I
<br />FLA6HINCt FOr:;! AePHAL. T 6HINGLE& eHALJ.. COMPL"" WITI-l
<br />me IS01.3,9.
<br />MP14ALT e.l-lINGLE& &HAL!. COMPL"" TO A6TM 022~ OR AeTH D34~2
<br />
<br />
<br />:(\"\~~
<br />~~
<br />
<br />Mpl-lAL T PLA&TIC CeMENT
<br />
<br />C'(~
<br />~.v~
<br />
<br />CENTER LINe
<br />
<br />($,A..F.. oTANDA~D Ae~~ALr e~INGJLE OEiAIL
<br />
<br />III
<br />1fJ!!
<br />
<br />~'f.' _, :~1. J~<{
<br />
<br />, ~'-.. ".;.f~1' ~ .
<br />
<br />
<br />
<br />
<br />
<br />~
<br />~
<br />[J
<br />G
<br />
<br />~
<br />(Q
<br />
<br />
<br />~
<br />(Q
<br />
<br />
<br />-------...--------.-.------
<br />.-.....-.-..---.-...-------
<br />
<br />
<br />~
<br />~
<br />-J
<br />~
<br />
<br />-------------.-.-----------
<br />..-.....----...--...-------
<br />
<br />
<br />~
<br />(Q
<br />
<br />'.", ' .',", <
<br />
<br />~tr., &~,,:..d '::,t~.
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />....~.......,--
<br />,
<br />,
<br />
<br />~
<br />~
<br />
<br />63
<br />
<br />_..J.~-:'
<br />I , I
<br />II I I
<br />I , ,
<br />I I ,
<br />I I ,
<br />.&....J._J
<br />
<br />
<br />
<br />~
<br />~
<br />
<br />
<br />i6
<br />~
<br />
<br />
<br />
<br />!2~!~2!2!!!!!!!!!!!!!~!~~!!!!~!!!2!~~~! !!! !~!2!!!!!!!!
<br />
<br />
<br />26 o~ 26 o~
<br />
<br />ME,C~ANICAL PLAN
<br />
<br />.3/1~" ~ 1'0"
<br />
<br />ARKAY ENCtINEERIN("1 INC.
<br />eTRUCTURAL ENGINEERe
<br />
<br />RICHARD L. KIDDSY P.e.
<br />FLORIDA LICENee NUMaER 3'2~~
<br />
<br />II-IERBY CE~TIFY TI-!AT THE6E PLANe. AND e,PECIl=ICAiIONe
<br />UJAe PREPARED ay ME OR UNOER MY DIRECT GUPEr:;!VI610N
<br />ARE IN COl1PLIANCE UJli14 THE FLORIDA OOlLDING CODe 2001 .
<br />FOR 110 MP14 ( 3 eeCOND GUeT ) WIND ZONS . 90 MPI-l FAerE&T
<br />6PEED
<br />
<br />
<br /> @
<br /> ~ fJ)
<br /> '"'" Z
<br /> 'FI ~
<br /> ~ """
<br /> 00
<br /> , iJJ
<br /> U !J) ~ 0
<br /> Z \Vl
<br /> =- U} an ..J
<br /> ... M <(
<br /> Z li; M
<br /> (V) ~ ==t
<br /> t:) U
<br /> ""'" :J .( ~
<br /> f!J)
<br /> HAl 0 C 1JJ
<br /> C u fi ~ ;!
<br /> Z ~ 0 ~ ~
<br /> 0 .J (;) 0 :
<br /> ~ M,. ~ U "
<br /> 00
<br /> ~ !JJ '" M (ij
<br /> tl ~
<br /> N "J
<br /> ~ fa U ~ <
<br /> >- t=I
<br /> eo W Ii) l-
<br /> e (0 0 (Y) Z
<br /> Z M < W W
<br /> ~ C U 0
<br /> =>
<br /> 0=0 U)
<br /> JL.
<br /> !L. K!J
<br />j. 0 ~
<br /> r
<br /> G1 ~~
<br /> ~d)ffi~
<br /> CI\~O 0
<br /> -J,c~
<br /> n!.-o
<br /> ~- 0
<br /> . i ~ 0 ..
<br /> o ~-.J
<br /> :z -<<)2
<br /> -f~~ ~
<br /> ,,~ ~'i:
<br /> Z! !.!..-<(~
<br /> ; ~~ .
<br /> - ('0 ()
<br /> _ f ~ !
<br /> ~iij ~ ~ D
<br /> W3 I ~u! ~;
<br /> l- ~ z=io..
<br /> ~t;Of
<br /> ~ ~ ~~~
<br /> -([ :t~,gQ ,"
<br /> <to ~ n.e.. ..J
<br /> ::i 013
<br /> ~J!~
<br /> /l. i !ll
<br /> . . ~~ -' ~
<br />~
<br />0
<br />Z
<br />0
<br />~
<br />~
<br />III
<br /> 3 ~
<br /> iU N rt;'
<br /> .. 9 Q
<br /> ~ ~ I: ..
<br /> Q .
<br />z ()
<br />~ " Z
<br /> ~
<br /> ~ (\Q
<br /> (\ Q ~
<br /> "' .
<br /> ,
<br />
<br />
<br />
<br />~
<br />w',
<br />I: ",'
<br />OW
<br />:x: "
<br />~
<br />ZJ
<br />Od
<br />~).
<br />::i
<br />r<{~
<br />~~
<br />1:0
<br />mill
<br />o~
<br />J=
<br />O~
<br />~
<br />
<br />;"
<br />
<br />m
<br />Q
<br />o
<br />r:
<br />~
<br /><<i'\
<br />~
<br />
<br />~
<br />
<br />"
<br />
<br />~
<br />
<br />~I
<br />
<br /> ,~
<br /> ;~
<br />liViNGJ 't03~
<br /><$AF<AGE 42~
<br />PO~C~ 248
<br />€JrO~AGE 31 ,
<br />!
<br />
<br />rOTAL
<br />
<br />23~1 i:
<br />
<br />,~ .
<br />
<br />FG
<br />S OF 6
<br />
<br />A~KA y () S~ql
<br />
<br />. , . ~ \_ "~,, J 'i
<br />
|