|
<br />GENEr~Al. NOTEe:
<br />
<br />TI-II& aUIL.OING I-IA& aEEN DE&IGNro TO CONFORM TO TI-IE FLORIDA aUlLDING CODE 2001.
<br />
<br />ARKAY l:NGINa::RING INC. A Rea.I&T~W I.ICl:NeW, Fl-ORIDA PROFl:e&IONAI.. &TRUCTURAI..
<br />ENGINEERING COMPANY. UA& APPLIED 1 RATIONAL ANALY&I&d FOR TI-IE e,.RUCTURAL DealGN
<br />OF TI-II& &TRUCTURE
<br />
<br />Tl-ll: 6UII..DING ( INC!..UDING AL.1.. COMPONENT& AND CLADDING! el-IAU- 131: DE&IGNED FOR n41:
<br />FOUOWING e.uPERIMPOaED WADe
<br />
<br />Fl.ooRe,
<br />LIVE LOADe . 40 p.e.F.
<br />DEAD LOAD& . 10 P.&.F.
<br />
<br />GARAGlE aLAa,
<br />LIYI= L.OAD& . ~ P.&.F.
<br />DEAD 1.0AD& . 10 P.&.F.
<br />
<br />ROOF.
<br />
<br />WIND.
<br />
<br />I..IVI: 1..0AD! (TRUe6 TOP CORD) . 20 P.6.F.
<br />DEAD LOADe (TRue.e TOP CORD) .10 p.e.p. 1& p.e.p. UJl.4EN TIU! ROOP INaTAL.LED
<br />LIVE LOAD (TRU66 aOTTOM CORD) . 10 p.e.F.
<br />A&&UMW TRU&6 &IEI..F WEIG!-lT ( DEAD 1.0AD) ., P.&.F.
<br />
<br />6U!I..DING 1& DeelGNW TO CONFORM TO Ae.CE 1-~&. CHAPTER ell PER FLORIDA 6UII..DING
<br />CODE 2001 &ECTION 1~0~.1.1
<br />
<br />WIND DEelGN Ae.&JMPTIONe,
<br />
<br />l3U1L.DING EXP06URE . 13
<br />aUIL.DING IMPORTANce FACTOR" 1.0 (CATEGORY II )
<br />MEAN ROOF l-lEIGl-IT 3<)' OR LE&&
<br />l-IElal-lT . EXP06URE AD.JUeTMENTe COEFFICIENT" 1.0
<br />ENCLOe.ED l3UILDING
<br />INTERNAl.. PRee.eURE COEFFICIENT" + 1 . 0.1&
<br />aEE WIND aPEED INFORMATION aTATED ON PLANe
<br />TYPE & CONaTRUCTION
<br />
<br />aOIL eEARING 4 COMPACTION:
<br />
<br />THEeE PLANe. WERE DRAWN aAeED UPON AN AU-OWAal..e &011- BEARING CAPACITY OF
<br />2000 P.&.F.( MINIMUM) Tl-IE CONTRACTOR/PROPERTY OWNER 1& RE&PON&IBL-E FOR VERIFYiNG
<br />Tl4AT TI-IE 60lL ON Tl-IE 61TE la PROPERL'f PREPAR!:O AND COMPACTED e.ucl-l TI-IAT IT CAN
<br />aUPPORT A 2000 p.e.F. FOUNDATION LOADING
<br />
<br />ARKAY ENGINEERING INC. A REGIe.TEReD LICENew FI-ORIDA PROFE&&IONAI.. &TRUCTURAI..
<br />ENGINEERING COMPANY, DE!IGlNED TI-IEeE FOUNDATIONa WITl-IOUT vlalTING Tl-IE CONeTRUCTION
<br />alTE NOR FERFORMING ANY 0011. TE&TING
<br />
<br />ARKAY ENalNEERING INC el-IALL NOT aE REaFON&laLE FOR TI-IE 61TE OOIL AaILIT'( TO e.ut='FORT
<br />TI-IE aUII..DING LOADe
<br />
<br />FOUNDA TION 4 aLAe - ON- GF<ADE NOTEE; :
<br />
<br />BUlL-DING elTE el-IAL-1.. 6e ecRAPED TO REMOVE AL.l- ORCcANIC MATERIAL-e...
<br />ANY ADDITIONAL FlU- PLACED ON THE aUILDING PAD AREA. &UAL.L ae COMFACTEP
<br />l'JUC~ T~AT IT CAN ADEGlUATELY e.uPFORT A 2000 p.e,p. FOUNDATION LOADING. l'Jl..Aa
<br />&t-lAJ..1- ae PLAce OV~ A 6 MIl. VAPOR BARRI~ ON CI..EAN ADEGUATEl-Y COMPACTED
<br />AND tERMite FOI&ONW 6011.
<br />CONCRETE UTILIZED IN THe FOUNDATION AND &LAa& &I-IAU- I-IAVE A MINIMUM 2& DAY
<br />COMPRE&&IVE eTRENGTI-I OF 2500 p.e,F.
<br />
<br />REINFORCING &TEEl. el-IAJ..l. aE GlRADE 40 MINIMUM AND IDENTIFI!:O IN ACCORDANCE
<br />WIT~ AeTH A -61'. LAP epl.IeE&, WI-IERE REGlUIReD el-lAU- aE A MINIMUM OF 2~" FOR
<br />.~ REBAR , 30" FOR '6 REBAR . 3~d FOR ., REBAR
<br />
<br />pL.ANe ARE ENalNEERED FOR A MAXIMUM &TEMWALL I-lElal-!T OF 4 COUR&E& ( AFT~
<br />FINAL e.ITe GRADING) Tl-lE CONtRACTOR OR 6UIl...DING OWNER e.I-!AL.1. DETeRMINE THe
<br />EXACT &tEMWALL t1EIGI-lT aAe.E UFON &ITE CONDITION& PRIOR TO FOURING Tl-le FOUNDATION
<br />AND CONTACT ARKAY ENGINEERING UJI-IEN MORE TI-IAN 4 COUR&E ARE REQUIRED
<br />
<br />A FOUNDATION &URVE'T" &t1AL.1- 6E PERFORMED AND A COpy OP THe &URVE'T" eI-lALL. ae ON &Ite
<br />FOR TI-lE l3UILDING INe.PECTORe ueE , OR AU FROFERT'( MARKER& &UALL ae EXFoaeo AND A
<br />eTRING l'JTRECTE:D FROM MARK~ TO MARKER TO VERFIY REGUIRED &ET BACK&
<br />
<br />MAeONRY UJALLE;:
<br />
<br />CONCRETE MAOONRY UNIT &I-IAU- aE I-IOL.LOW UNIT MA&ONR'f IN ACCORDANCE WITI-! A&TM CoW
<br />AND e.HAU- l-IAVE MINIMUM F'M OF 1~ P.&.I.
<br />
<br />MORTAR aUAL.l. CONFORM TO AeTMC .210 AND &I-lAU- ae EITl-IER T'1'Fe M OR &
<br />
<br />REINFORCING eTEEL el-IAU- aE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WIT~ A&TMA-6". LAP epl.ICE& WI-lERe REQUIReD &I-lALl. aE A MINIMUM OP 2~" FOR ~ REeAR
<br />30" FOR '6 REaAR AND 3~" FOR t, REBAR.
<br />
<br />GlROUT FOR TI-IE POURED CELLe AND LINTELe al-lAU- l4AVE A MAXIMUM COURee AUGREGAlE alZE
<br />OF 3/1)1 Pl.ACED AT I) TO " INC~ e.LUMP AND I-IAve A MINIMUM 21) DAY COMPRE&eIVE eTRE:NGT~ OF
<br />2000 P.&.I. ( lIJI..lEN Tee.lED P~ A&TM C-10l<al )
<br />
<br />FROVIDe C!.EAN OUT OFENINGe ( 12 ea. IN. ) IN CEl-L& CONTAINING &FLICED REINFORCEMENT. Wt-lEN
<br />Tt1E GROUT FOUR EXCUO& ~ FEET IN I-IEIGl-IT
<br />
<br />ROOFING .. FLAa~INGe:
<br />
<br />ROOFING &Y&TEM AND FLA&l-IING A& eTATED iN FLAN& MU&T CONFORM TO Ct-lAPTER 1& OP' Tl-lE FI-ORIDA
<br />BUILDING CODE 2001. FLA&I-IING &PECIFIC eECTION 1~1.3.~ CONTRACTOR OR OWNER MU&T PROVIOE WITl-l
<br />PLAN& 6PECII=IC FRODUCT INFORMATION DETAIl.ING IN&TAUAT10N OP PRODUCT TO MeET IJJIND DEeIGN&
<br />OF TI-II& eET OF DRAWING&.
<br />
<br />TIMet:R MA Tt:fo<IALe:
<br />Al...l. TIM6ERe MAT~IAL.& &I-lAL-1. 6E A& FOL.L.Owe.
<br />
<br />LVL aEAM& &~A!.l. ae (J.~e.> MCA!.LleTER LVI.. MATERIA!.e MANUFACTURE-V 13'1' TRU&a .)OIeT
<br />MACMIU-AN (OR EQUA!.)
<br />LUMaER UTILIZED IN aoTTOM FLATE. TOP FLATEa ,PO&T, eTUDe PACKe AND aEAM&
<br />al-lAU- aE t2 YEllOW FINe (OR aEtTER)
<br />
<br />EXTERIOR AND INTERIOR LOAD aEARING eTUO& &I-IALL ae t2 aPRuce ( OR aETTER)
<br />A!..L OTI4ER eTUDe e~LL ae "eTUD GRADE' aPRuce aPACE 16' OC. Al.l. epl.ICEe AT
<br />TOP FLATE ~T 6e MINIMUM 4'0" AND NAILW 4" OC WIT~ 121:> COMMON NAII-&
<br />
<br />pel. FO&T &I-IALI. aE (1.ae.> PARAl.l..AM FeL MATERIALe MANUFACTUREa ay TRue.eJOleT
<br />MACMIU-AN (OR EQUAL.). &a: PoeT e.UPPORT TABL.I! FOR L.OAD VAJ..UE&.
<br />
<br />EXTERIOR WALLe ~AL.l. ae CON&TRUCTED W'T~ V2" PI- YWOOD OR Vl~' o.e.a. ( 2.M-UJ RATING) NAIL.ED
<br />WIT~ ~D NAIL& aPAce AT 3" OC AL.ONa AU- I4ORllONTAI- JOINT& AND EPCcee, 6" OC AL.ONG AU- VERTICAl-
<br />"IOINT& AND EDU!:! AND 12d OC AL.ONG AU- INTERMEDIATE! eTUD6
<br />
<br />~
<br />
<br />A'i' OFENJNGI& &'0" WIDE OR LARa~R eTRAP !-lEADER 6EAM TO Tl-le I4EADER eruDe WITl-l (2) U~P OR &IMPOON
<br />L&TA24 etRAP TIEe AT EACI-4 END OF I4EAD!:R aEAM. ANCI-lOR aOTTOM OP ~EADER eTUD& TO FOUNDATION
<br />WITI-I uaF OR alMFeON I4TTI~ TENelON TIe.
<br />
<br />INTERIOR eTUD WAU-& TO 6E! OF 2 X 4 112 &PRUCE! OR 6ETTER WITI4 &INGL.E 2 X 4 P.T.
<br />PINE aOTTOM PLATe AND aINGL.E :2 X 4 t2 &PRUCE TOP PLATE WIT~ eTUD& aPACED
<br />MAXIMUM 24" OC. WALLe TO l-IAVE In" GYF&JM aoARD EACl-I &IDl!, WITI-! WALLe. AT
<br />GARJ,Cce TO I-lAVE MINIMUM R-11IN&ULAT10N
<br />
<br />ANCI40R WOOD &I-IEAR UJAU~ eeGMENTe TO FOUNDATION WITI-I &IMFOON l.TT20e TENelON TIE AT EACI4
<br />eND OP' WAU- e.EGMe.NT& AND AT ANY WAU- eEGMe.NT INTEReECTION (6UILDING CORHER&)
<br />
<br />AU- PLUMBING. El-ECTRICAI- AND MECI-IANICAL ROUGl-l IN& MU&T ae COMFLeTe. IN6PECTJ;D AND APPROVED
<br />PRIOR TO REQUE&TING TI-IE FRAMING INaFECTION.
<br />
<br />IF DE&IRED. EQUIVAL.ENT CONNECTOR& MADe eYANOTH~ &JPPLIER MAY aE! U6!:D IN PLACE OP TI-IE
<br />U~F OR ~IMP&ON CONNECTORe al-lOlUN
<br />
<br />THe CLIENT UNDe:<6TAND& THAT THe Dee.IGNER CARRIE& NO LIA61urr INeuRANCE AND THERS'ORl!
<br />AGREEe. TO HOI..D HARMLE6e., ID!:MNIF'r. AND DEFEND DE61GNER FROM All C!-AIMe., L06eEe. AND
<br />EXPEN6ee (INCLUDING REA&ONABL.E ATTORNE'1' FEEe) ARIe.ING OUT OF OR REOOl.TING FROM THE
<br />PROJECT. THE DE61GNER WILJ. IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CON&TRUCTlON
<br />DRAUJINGe., 6UT IN TI-I5 evENT ERRORe OCCUR THE DEe.ICcNER WIU- NOT 65 L!ABLE FOR coaT OF
<br />REPAIRe OR DELAY TO THE CONeTRUCTION
<br />
<br />eOIL T~MITe Tfo<EATMENTr
<br />
<br />L.INTEl.. LOAD C~ARr ( 16" DEEF eECTION )
<br />CI-EAR &PAN CONCReTE U l..INTa "POWER' &TEEl- "POWER' &TEI:L
<br /> eox LINTEl.
<br />I' . 6d 4~a1 PLF ( UNFIl.1J:D ) 1010 PLF 1..2 ~e6!7 PI.F
<br />2' . 2d 34~' PLF ( UNFILLED ) ~626 PLF L.2 ~a30 PW:
<br />2' . a" zm PI-P ( UNFIUEP ) '~6 Pl-F 1..-2 ~e4<al PI-P
<br />3' .2d 2332 PU= ( UNFILLED ) 4~a PU= 1.-2 4613 Pl.F
<br />4'.0' l&~~ PI-F ( UNFILLED ) 3S3& PU= L-2 3~~~ PW:
<br />4' .6' 1624 PW: ( UNFIL.J..ED ) 3154 PLF 1..2 32&& PLF
<br />1;' . 2' 213~ PU= II 2146 P'LI= 1.-2 .. 26El4 PU= ..
<br />~' _ 2d 2211 Pl.F .. me PU= L-2 .. 2400 PU= ..
<br />" .Od l~a 1 PI.F .. 202~ F'I.F 1.-2 .. 2114 P!.F ..
<br />a'.o' 1123 PLF .. Mt;& ~LI= L.2 .. 2213 PLI= ..
<br /><al' .21 14&<al PI..P .. 154' PU= L-2 .. 1~4 PU= ..
<br />10' . 0" 1354 PI.F .. 1414 P~F 1..2 .. 1& I~ PI.F ..
<br />10' - ad 12'1 PI.F .. 132~ P!.F 1.-2 .. 1110 PI.F ..
<br />II' - 2d 1200 PI.F .. \230 PI-F L-:2 .. 16~ PLF ..
<br />12' . 0' 1l0g PU: .. 1I1a PLP L-2 .. \S15 PLP ..
<br />12' . ad 1044 PU= .. 1116 PI.F L-2 .. 1436 PU= ..
<br />13' - 4" \3~& PI.P .. P \,3&1 PU= 1.-2 .. &1- - 1 13~4 PloP ..
<br />14'.0" 1311 PL.F .. P 1321 PLF l..2 .. &1. . I 12~~ PU= ..
<br />16'.00 11&2 PLI= .. P 1048 PLI= 1..2 .. &1. . I 1131 PLI= ..
<br />la'.o' 1016 PI.F .. P &2a P1..F 1...2 .. ~1. . I e60 PLI= ..
<br />la' . a" ~11 PLF" P 110 PU: l.-2 .. &L . I a~3 PU=.I
<br />20' . 01 a16 PU= .. P ~2~ PW: L-2 .. &l. . 1 1134 PLF"
<br />22' . &" 1&<al PI-F" P &23 PI.F 1.-2 .. &1.. . I 606 PI.F"
<br />
<br />INITIAl. 0011. FOI&ONING! TREATMENT eI-lAL.L ae DONe AFTER AL.l. EXCAVATION
<br />BACKFILI-ING . COMPACTING ARE COMPI-ETI! (PER F6C 1&16.1.U
<br />
<br />ANY &OIL DI&TURaED AFTER TI-IE INITtAl. TREATMENT el-lALL aE RE TREATED
<br />( INCL.UOING ANY aox!:O OR FORMEP AREA&) (FER Fac 1~161.2.)
<br />
<br />aoxro AREA& IN TI-IE CONCRETE aLAe FOR INeTAUAT10N OF TRAPe ~Ll. ae MADe
<br />WITI-! FERMAMENT METAl.. OR PLA6TIC FORM&. FERMAMENT FORMe MU6T aE OP AN ADEGUATe
<br />ell!! . CEPTI4 TO EJ..IMINATE ANYDI&TURBANCE Oil TI4I! 6011- AFTER THE INITIAL TREATMENT
<br />(PER F6C 1&16.1.3)
<br />
<br />A MINIMUM 6 MIU- VAPOR BARRIER MueT 6E IN&TAl-L.ED TO PROTECT AGAIN&T RAINFAU-
<br />DILUTION IF RAINFALl. OCCUR& aEFORE vAPOR aARRI~ PLACEMENT. RE TREATMENT el-IAL.l.
<br />ae REQUIRED (PER rac lal6.I.4)
<br />
<br />ALl.l3UILDINa& ARe REQUIR!:O TO ~AVE A PRE CONeTRUCTION TERMITE TREATMENT
<br />(PER ffiCl&16.1.1)
<br />
<br />AFTER ALl. WORK 1& COMPLETE ANY LooeE UJOOD AND FILl. MUeT eE REMOVEO FROM
<br />aELOUJ AND WIT~ IN 1:2" OF TI-IE auIL.OING. Tl-lla &~AL.L INCl.UDE ALl. GRADE eTAKee rue
<br />TRAP BOXE&. FORM&. ~RING AND ANY OTHER CEW-U1-061! CONTAINING MAT!:RfAl-&
<br />(FER mc 2~3,1.3)
<br />
<br />NO WOOD VEGeTATION. eTUMF&, CARDBOARD. TRAe.~, ETC. &HAL.1. 6E BURIED WITI-1IN 1&' 0"
<br />OF ANY BUILDING OR PROPoe.ED l3U1L.DINa (PER Fl3C 2~3'.4)
<br />
<br />ANY CONCRete OVER POUR MORTAR OR erucco MATER/AL.& ALONG TI-1E FOUNDATION PERIMETER
<br />MU6T ae REMOVED FRIOR TO EXTERIOR OOIL TREATMENT (PER F6C 1&1~.1.')
<br />
<br />l:XTIERIOR 6011.. TREATMENT MU&T 6E APPL.IED UNDER AL.1.. l:XT!:RJOR CONCRETE OR GRADE
<br />WITI-IIN 12d OP Tl-IE &TRUCTURe e.IDe WALl.& (PER F6C 1&1~.1.6)
<br />
<br />AN EXTERIOR VERTICAl. Cl-IEM1CAI. 6ARRIER &~A!.I- 61! IN&TAL.J..a:> AFTER CON&TRUCTION 16
<br />COMPU:TE ( INCLUDING LANO&CAPING AND IRRIGATION) ANY 6011. DleTURSED AFTER T\-lE
<br />VERTICAl. aARRIER Ie AFFLIED, eHAU- aE RETREATED (PER F6C 1&16.1.6)
<br />
<br />IRRIGATION 1 aPRINKLER &'f&TEM& INCLUDiNG AU RIe.ER& AND &PRAY \-lEADa al-lAJ..L NOT as
<br />IN&TALLED WIT~ 12" OF THE 6UIL.DING &IDEUlAU-& (PER FeC 1003.4.4)
<br />
<br />CONDEN6AtE AND ROOP DOWN &POUT& D!&C~ARGe AT L.EA&T 12" AWA'f FROM TI-IE l3U1L.DING
<br />alOE WALLa (PER Fee 1503.4.4)
<br />
<br />THE DI&TANCI: FROM THE EXTERIOR WALl. COVERING ( exCEPTIONa. PAINT AND DECORATIVE
<br />CEMENTITIOU6 FINlel-l LEee 1l1AN &/&" THICK ADHERED DIRECT\. 'f ONTO TI-IE FOUNDATION UJALU
<br />AND FINAl.. EARTH GRADI! e.HAL.L. NOT 6E w:&& THAN 6" TO AL-I-OUJ FOR IN6PJ:CTION FOR FUTURE
<br />TERMITe INF!:61ATION! (PER FeC 1403.1.~)
<br />
<br />.. . DENOTe& ., REeAR X CONT, PLACED IN aoTTOM COUR&I! AND
<br />I~' DI:EP aEAM POURED 6Ol.ID WIT~ 2500 P61 CONCRETl:.
<br />
<br />.. P . DENOTE& FRE &TRE&&ED U LINTEl. WIT~ It& REeAR X CO NT.
<br />PLACW IN eorroM COURel!. 16" DEEP BEAM POURED !OLID
<br />WIT~ 2500 P&I CONCREte
<br />
<br />A " CERTIFICATE OF COMPLIANce" el-IAU- aE 1600ED TO Tl-lE 6UILDING DEPARTMENT 6'1' A I-ICEN&W
<br />FE!T CONTROl. COMPANY BEFORE A · CERTIFICATe OF OCCUPANCY WILL. aE I&OOEP. THE CERTIFICATE!
<br />eHAU- eTATE: (PER rac 1&1'.1.1)
<br />
<br />d TI4E aWL.DING HA& RECEIVED A COMPL.ETE TREATMENT FOR TI4E PREVENTION op e.uaTERRANEAN
<br />TERMltEe. TI-IE TREATMENT la INACCORDANCE WIT~ TI-IE RULea AND LAI.IJ& OP TI-IE FLORIDA DEPARTMENT
<br />OF ACcRICUL TURE AND CONeUMER& &ERVICEe
<br />
<br />A PERMAMENT elaN TI-IAT IDENTIFIEa TI-IE TERMITE TREATMENT FROVIDER AND NEED FOR RE INeFECTION
<br />AND TREATMENT CONTRACT RENEWAl. 6UAU- aE FROVIOW. THE 61GN et-lAL.1. BE P06TED NEAR THE WATER
<br />l-IEATER OR El-ECTRICAI- PANel- (PER Fee J04,2.~)
<br />
<br />e" x ~II X I~II KNOCK OUT BLOCK
<br />TOP COAR8e WIT~ 1 is ~ORIZONT AL
<br />RESAR TIED TO ALL VERTICAL RODe
<br />
<br />~1/
<br />
<br />. ' .
<br />'~
<br />
<br />i
<br />
<br />
<br />BOX eTEEL LINTELe OVER ALL WINDOW
<br />AND DOOR OPENINc;$, NO liS REBAR
<br />REQUIRED ON 6EAM5 UF TO 24'0"
<br />WITI-l NO Mq.t<E TI-lAN 6>06>LBe PLF
<br />
<br />TRueeeer
<br />
<br />IF THE CONTRACTOR . TRU&e MANUFACTURE OR ANY OTl-lER DE61GN PROFE&&IONAI. REVI6e THE
<br />TRue.a eYeTEM LAYOUT FROM Tl-IO&e el40WN ON THE&I! PLANe ARKAY ENGINEERING, INC Ie.
<br />REQUIRED TO REVIEW AL.1. FINAl. CON&TRUCTION DOCUMe.NT& FOR COMPL.IANCE WITH THE
<br />DEelaN INTJ:NT PRIOR TO COMMENCEMENT OF THE FROJECT
<br />
<br />1'"
<br />
<br />l
<br />OPTIONAL. POWER eox L.IN-tEL. DETAIL.
<br />
<br />-,
<br />
<br />EXTe~IOF< UJINDOWe 4 DOORe:
<br />
<br />~II X ~II X 1~1I KNdcK OUT BLOCK
<br />TOP COARee WITH I is I-lORIZONT AL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />
<br />~/
<br />
<br />· . 4
<br />'''0,
<br />all X all x 1~1I KNOCK OUT BLOCK
<br />OVER POWER $TEEL LINTELS, LUIT~
<br />1 EAC~ iO REBAR IN T~le COARee
<br />W~EN ePAN OF LINTEL Ie OVER 12'4"
<br />
<br />AU- EXTERIOR WINoowe . GLA&6 DOOR& OR ENTRANC5 DOOR &l-IAU- 6E TE6TED IN ACCORDANCE WlTH
<br />ANe.IIAMMAlNUJWDA 101/1&:2 eTANDARD AND eEAR AN AMMA OR WDMA LAaEL IDENTIF'fING TI-I5 MANUFACTURe
<br />FERFORMANCE C~ARACTERI&TICa AND APFROVED FROOUCT TEeTING ENTITY
<br />
<br />AL.1. MULLION& AND ADJACENT DOORJUJINDOW AMEMaLIEa ~AL.L SE TEeT OR ENGINEERED TO TRANaFER
<br />1.& TIMEe TI-IE DEelGN l.OADa TO TI-IE ROUGI1 OFENING eUa&TRATE
<br />
<br />IN&TAU- ALl- WINDOW& AND COOR A&eEMal.IEe FER THE MANUFACTURE ANCI40RING RECOMMENDATIONe
<br />TO ACI-IIEVE THE De&IGN FRE6euREa ePECIFl!:O
<br />
<br />i
<br />
<br />
<br />EL.ECTRICAL, PL.UM6ING, 4 MECHANICAL.:
<br />
<br />IN ACCORDANce WITI-! C~APTER 411.003 (2) (I) OP TI-II! FLORIDA ADMINleTRATlve CODE. El-ECTRICAL
<br />PLUMBING AND MEC~AN'CAI. &YeTEM& &I-IAU- aE DE&IGN!:O ey THe RE&FECTIVE CONTRACTOR TO
<br />M,EET AU- APPI-ICAeL.!! COD!:&. TI-II! El-ECTRICAL., pl-UMalNG AND MEC~ANICAI- &Y&TEM& DRAWN I-lERON
<br />ARe eAeE UPON A OE&laN FROVIDW a'f THE OWNER TO ADDRE&e 111&/I-IER REGlUIREMENT&.
<br />
<br />OFTIONAL FOWER 5TEEL LINTEL DETAIL
<br />
<br />ALl. eu:CTRICAI- OUTLET& iN BATI-IROOM&. KITCI-IEN. <UJtTl-IIN ~' l=EET OR &INK&>, GARAGe AND AT
<br />EXtERIOR L.OCATION6 ~ALI- aE WIRED INTO A GROUND FAUl.T INTERRUPTER "GFl" CIRCUIT
<br />
<br />~II X ~II >< 1~1I KNOCK OUT BLOCK
<br />TOP COAReE WITI-l 1 110 ~ORIZONT AL
<br />REBAR TIED TO ALL VERTICAL RODe
<br />~Il
<br />~1 J
<br />~;;;-4 ~
<br />
<br />ALL ELECTRICAl. OUTLETe IN aEDROOMe . I=IXTUREa e~AU- ae WIRED INTO AN ARC-FAUl. T INTERRUPTER
<br />"AFI" CIRCUIT
<br />
<br />i
<br />
<br />
<br />&MOKE DETECTOR& &HALL aE PLACE IN EACI-4 a!:OROOM AND
<br />IN t-lAU- WAY AREA& ADJACENT TO a!:DROOH AND OTHER LIVING
<br />AREA&
<br />
<br />all PRECAeT LINTEL 6LOCK
<br />OVER ALL OFENINGe. I EAC~
<br />to REBAR IN T~le COARee W~EN
<br />ePAN OF LINTEL OVER S'211
<br />
<br />8AFETY GL.AZING:
<br />
<br />Tl-l5 FOL-L.OUJING &l-IAU- aE CON&IDERED ePECIFIC I-IAZARDOU& !.OCATION FOR TI-IE FURPO&E OF
<br />GLAZING
<br />
<br />(1) CcLAZING IN &UJING DooR&, FIXED AND &L.IDING PAN a OP &L.IDING DooR&
<br />Ae.aEMSLIE&
<br />(2) CcLAZING IN DOOR& AND ENCLO&URE& FOR I40T TUB&, WHIRL.FOOI-&, MUNA&, &tEAM
<br />ROOMe., 6ATHTUB& AND el-IOWER&. GLAZING IN ANY PORTION OF A aUILDING WAL.L
<br />ENCLO&INa TI-IE~E COMPARTMENT& llJI.lERE TI-IE aorToM EDGE OF TI-IE GLAZING Ie !..eae
<br />T~AN e,od AeovE Tl-IE DRAIN 1NU:T
<br />(3) GL.AZING IN INDiVIDUAL. FIXED OR OPERA6L.e PANel- ADJACENT A DOOR WHERE!
<br />TI-IE NEARE&T VERTICAL WGE la WITI-IIN A 24' RADlua OF TI4E DOOR IN A CLOaED
<br />PO&ITION AND wl40ae aOTTOM EDGe la LE&6 T~AN 60" AaOYE Tl-lE FINI&l-l FLOOR OR
<br />WALKING &URFACE
<br />(4) GLAZING IN AN INDIVIDUAL 1=IXEP OR OPERAal.E PANEl. OTI-IER TUAN TI4O&E LOCATION&
<br />De&cRlaro IN ITEM& (2) AND ()) Aaove . TI-IAT MEETe AU. OF THe FOLLOWING
<br />(A) EXFOeED AREA OP' AN INDIVIDUAL. PANE GREATER THAN <al e.G. FT.
<br />(13) aOTTOM !:DaE LE&& T\.lAN ta' Aaove Tl-lE I=LooR
<br />(e) TOP EDGE GREATER 1l1AN ~. AaovE TI-IE 1=LOOR
<br />(D) ONE OR MORE WAI-KING OORFACEe WITHIN ,36" I-lORllONTAL.L.Y
<br />OF TI4E FLANE! OF TI-IE! GLAZING
<br />
<br />OFTIONAL 5TANDARD FRECA5T DETAIL.
<br />
<br />j
<br />
<br />: >,
<br />
<br />,
<br />. -.
<br />
<br />l-lORIZONTAI- LINTel- .S REBAR
<br />I
<br />!
<br />
<br />I E:: 2:;';;;.1
<br />
<br />
<br />~
<br />
<br />D~At=TE;TO~~ INC::u
<br />
<br />IN &INGI-E FAMI1.Y Dwa.J.JNG&, DRAFT&TOPPINGe 6HA~1. ea PROVIDW (PARAU.a. TO Tl-ll! MAIN
<br />FRAMING MS16ER&) IN FLOOR 1 CEIL.ING Ae,~aLIE& eEPARATING U6EAat..1! e.pACE&. DRAPTeTOPPING
<br />~ALL ae CONeTRUCT!:O e.uc~ 1l1AT THE FLOOR I CEILING A&eEMaLEY 1& aROKEN UP INTO TU.IO OR MOR!!
<br />APPROXIMATW AREAe WITI4 NO A~l!A GRl!ATER Tl-IAN ~ eG.FT.
<br />
<br />ATTIC ACCE66:
<br />
<br />~I
<br />
<br />HOOK !-AFe MINiMUM
<br />}O' WI 1-1 2 TIEe.
<br />
<br />
<br />ATTIC &PACe& e~AU- aE PROVIDED UJITI-4 AN INTERIOR ACCE&& OFENING NOT LEM T\.lAN
<br />n"X361. ACCEee OFENING &HAU- 6E ACce&e16l.5 AND FROVIDE WIT~ A LID OR DEVICE
<br />T~AT 1& EA611.Y' RS10VED OR OP!:NED. lIJI..l/;N MEC~ANICAI- EGlUIPMENT 1& IN&TAL.L.e:D IN
<br />TI4E ATTIC. IT el-lAL.1- as IN&TAU-W IN ACCORDANCE WIT~ MEC~ANICAL COoe.
<br />ACceea 1& NOT REQUIR!:O WHEN THE CL.EAR HEIGHT OP THe ATTIC apACe ,MEA&UR!:O
<br />AT Tl-l5 ROOF PEAK 16 w:&& THAN 24".
<br />
<br />FOOtER 'S REBAR
<br />
<br />ROD C~AIR~ -r12~' ~
<br />
<br />Rl:aAR LAP DeT AILe
<br />
<br />11:2' CDX OR Vl~" o&e ROOF el-IEA THING
<br />NAILED 6' OC ON AL-L EIXrEe. AND IN THI!
<br />FIELD WITl-I eD NAIL.e., ue.E eTeEL FL YCLIP& ~
<br />AND tiS FELT WITH &t-lINGLE&, RIOGe VENT
<br />A6 REGUIRW .
<br />
<br />
<br />U&E (1) elMPWN H5TA20 TRu&& eTRAP
<br />POURED IN LINTEL AT AU.. TRU&e 6EARING
<br />LOCA TIONe EXCEPT A& NOTED ON TRue.&
<br />PLAN. FII-L AU- NAIL-& I4OLE& UJIT14 100 X
<br />I V2d NAIl.e
<br />
<br />2X4 OR 2><6 WOOD 0019 UJITI-l J
<br />ALUMiNUM !>OFfIT AND FACefA
<br />TRIM
<br />
<br />
<br />MIN R-n INeUL.ATION
<br />IN ALL ATTIC AREAa
<br />
<br />~
<br />
<br />~ 112' CEILIN" tyPE "yP...... eOAf<O
<br />
<br />
<br />&INGrLE aOND aEAM WITl-I (J) II;
<br />RE6AR CONTINUOU& TIED TO ALL
<br />VERTICAL. ROD6
<br />
<br />eEl! I-INta CHART
<br />
<br />ALUMN &.H. WINOOW&
<br />
<br />
<br />MA60NRY &IU-&
<br />
<br />
<br />;14" P,T. F'URING WITI-I 3/4' TUFF R
<br />IN&ULATION 60ARD AND 112' GYPeuM
<br />
<br />TYPICAL 4" CONCRETE &LAe WITI4 WIRE MEel4
<br />OR FlaER ME&l-l AND ~ MILl- VI&GUEEN OVER
<br />CL.EAN COMPACT TERMITE TREATED 6011.
<br />
<br />
<br />ad 6LOCK WAL.L e'o' iN I-IEIGl-IT
<br />OECOf<ATiVE C.,....,-ITO<J& FINI.... ~
<br />
<br />
<br />I~ X 12" FOOTING& WIT~
<br />(2) .5 RE6AR ON CI-lAI~e
<br />
<br />aOTTOM OF FOUNr;>ATION
<br />MINIMUM 12" 6El-OUJ GlRADE
<br />
<br />It& VERTICAl.. RODe FROM
<br />FOOTINCce. TO 60ND 6EAM
<br />WITl-l 24" l..AP MINIMUM
<br />
<br />GROUND WIR5 TO
<br />FOOTING REeAR
<br />
<br />810" 6LOCK WALL DETAIL NOT TO 8CALE
<br />
<br />&TEEI.. PI. .,.CLIP&
<br />
<br />
<br />) ~ w~
<br />
<br />NAIL WlTI-l &0 R~ NAU
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<br />
<br />..~~.
<br />..~
<br />
<br />4' CONCRETE ~l.A6
<br />MIl'<. z!;OO pel
<br />OYER TREATED
<br />COMPACTED FILL.
<br />
<br />"5 VERTICAl. RE6AA
<br />
<br />I
<br />
<br />~xe. 10110 IWiM
<br />lOR EGUAU
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<br />
<br />2'" REeAA
<br />ON CHAIR6
<br />
<br />1__ 24"
<br />
<br />FIRe WAL.L MONO. INT !SEARiNG FOOTING! DETAIL
<br />
<br />PLYWOOD NAIL PATTERN (ROOF)
<br />
<br />PI. YUJOOD NAIL.ED Ae e>HOWN Ie DEelGNED TO
<br />WIT~ eTAND MAXIMUM WIND LOAD RATING OF
<br />l~MPH
<br />
<br />INT eruD WAL1.
<br />P.T. PLATe ANC140RI:D
<br />WITI-! SOLTe AT 2411 O.C.
<br />
<br />4. CONCReil:: eLAB
<br />MIN. 2S00 pel
<br />OY~ TRCA T!:D
<br />COMPACTED FILL
<br />
<br />EioX6 10/10 WWM
<br />(OR cQUAW
<br />
<br />
<br />4d
<br />
<br />~
<br />~
<br />...
<br />~
<br />---------../
<br />
<br />
<br />
<br />o
<br />
<br />I.I!; RI:BAR
<br />ON CI4AIRe
<br />
<br />1211
<br />
<br />a"
<br />
<br />~<
<br />
<br />~
<br />
<br />NON LOAD 6eARINc:. c:.ARAc:.E FOOTINc:.
<br />
<br />eTRAF eTUDe TO FLAT!:e U61NG
<br />I EACH elMF60N 6P2 AT TOP
<br />FILL. A1.1. NAIL. HOI.E6 WITI.f 10D
<br />>< 1 11211 NAILe
<br />
<br />
<br />~
<br />
<br />INT &TUD WALL
<br />F.T. PLATE ANCHORED
<br />WITH 1/2" >< a" ANCHOR
<br />SOL.Te AT 24" O.e OR S/all
<br />>< ,. E><PANeION 601. Te
<br />
<br />eTRAP eTUD& TO FLATEe U&ING
<br />1 EACI.f elMFeON eFI AT 60TTOM
<br />FI1.1. A1.L. NAI1. HOLEe WITI.f lOP ><
<br />I InN NAI1.6
<br />
<br />411 CONCRETe 6LAB
<br />MIN. 2&00 Fel
<br />OVER TREA TEO
<br />COMPACTED FI1.L.
<br />
<br />
<br />ARKAY ENGINI:ERING INC.
<br />&TRUCTURAI. ENGINEER&
<br />
<br />6>X~ 10/10 WWM
<br />OR FISERME6H
<br />
<br />411
<br />
<br />,. - -
<br />
<br />
<br />----------1
<br />
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<br />
<br />2-1& REeAR
<br />ON C~AIR6
<br />
<br />\b"
<br />
<br />LOAD SEARING GARAGE FOOTING
<br />
<br />RICI-lARD l.. KIDDe'f p.e.
<br />1=LORIDA LlcENeE NUMaER 312~6
<br />
<br />Il-lERay C~TI~Y il-lAi T~E&e PLANe AND ~PECIFleATION&
<br />WA& FREPARED ey Me OR UNDER MY DIRECT euPERvI610N
<br />ARE IN COMPl.rANCE WITl-I TI4I! FI-ORIDA aUII_DING CODe 2001
<br />FOR 110 MP~ ( 3 &ECONO a,ueT ) WIND ZONE. 90 MP~ MerE&!
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