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<br />GENERAL NOree:
<br />
<br />TI-1I~ 6U1L.DINCI f-iA5 6a;N DE5/ClNEO TO CONFORM TO Tl-lE FLORIDA BUILDING CODE 2001.
<br />
<br />ARKAY EN~INEERIN~ INC. A RE~ISTERED LICEN5EO, FLORIDA PROFE6510NAl. eTRUCTURAl.
<br />EN~\NEERIN~ COMPANY. I-:/A5 APPl.IED " RATIONAl. ANAl. Y515" FOR TI-fE STRUCTURAl. DEel~N
<br />OF Tl4I~ eTRUCTURE
<br />
<br />THe SUIL.DIN~ ( INCL.UDIN~ AU. COMPONENTS AND Cl.ADDIN~~ 6l-lAW- 6e DEel6NED FOR TI-fE
<br />FOl.l.OWiN6 WPERIMPoe.ED LOAD~
<br />
<br />FLOOR5,
<br />l.lve LOADS - 40 p.e.F.
<br />DEAD LOADS - 10 P.5.F.
<br />
<br />6ARA~E e.LAS.
<br />Live LOADe - so p.e.F.
<br />DEAD l.OADe . 10 p.e.F.
<br />
<br />ROOF,
<br />
<br />WINO.
<br />
<br />l.lve l.OADe (lRUe.e TOP CORD) . 20 P.5.F.
<br />DEAD l.OADS (TRUeS TOP CORD) . 10 p.e.F. 18 p.e.F. WHEN TILe ROOF INSTAl.l..EO
<br />DEAD LOAD (lRUM SOTTOM COF<D) . 10 p.e.F.
<br />Ae5UMED TRues eELF WEIClI-fT ( DeAD l.OAD) - 1 p.e.F.
<br />
<br />eUILDINCI Ie DEelClNED TO CONFORM TO A5Ce loSS, Cl-lAPTER 6; PER FLORIDA 6UILDINCI
<br />CODe 2001 e.eCTION 1606>.1.1
<br />
<br />WINO DEe.16N A6WMPTIONe.
<br />
<br />SUILDING EXPOeuRE . B
<br />SUIL.DIN6 IMPORTANCE FACTOR. 1.0
<br />MeAN F<00l= I-lEIClI-lT 30' OR LE%
<br />l-lEICll-lT a EXP05/..iRE ADJooT11ENTe COEffiCIENT · 1.0
<br />ENCl.Oe.EO eulLOIN6
<br />INTERNAl. PRE55URE COEFFICIENT. + I .0.IS
<br />e.el: lUlND e.PEEO INr-DRMATION eTATED ON pl..ANe
<br />
<br />eOIL I3EARING 4 COMPACTION:
<br />
<br />Tl-lEe.e pl.ANe WERE DRAWN SAe.ED UPON AN ALl.OWAa1.e e.011. SeARING CAPACITY OF
<br />2000 p.e.F'< MINIMUM) TI-IE CONTRACTORIPROPERrY OWNER Ie ReSPONSISLE FOR VERIFYIN6
<br />Tl-lAT me 5011.. oN THE SITE Ie PROPERLY PREPARED AND COMPACTED e.UCl4 Tl4AT IT CAN
<br />euPPORT A 2000 p.e.F. FOUNDATION LOADING
<br />
<br />ARKAY ENC:SINEERINCi INC, A REC:SleTERED L.IC!:NSED FL.ORIDA PROFE5e10NAl. eTRUCTURAl.
<br />ENc:sINEERIN6 COMPANY, DE516NED Tl-lEe.e FOUNDATION5 WITHOUT VISITIN6 TI-IE CON5TRUCTION
<br />e,ITE NOR PEr<FORMING ANY WIL TEeTIN~
<br />
<br />ARKAY EN~INEERIN6 INC e.~ALl. NOT se F<E5PONeI6L.E FOR THE 51Te eOIL. ASIL.lrY TO €>UPPORT
<br />TI-IE SUlLDING LOAD€>
<br />
<br />FOUNOA TION t 6LA6 - ON~ uRAOE NOTE5 :
<br />
<br />SUII.DING e.ITE 5HALl. ee 6CRAPED TO F<EMOVE ~u ORGANIC MATER/ALe,.
<br />ANY ADOITIONAL FILL PLACED ON TI-II: 6UILDINCi PAD AREA. $i-1AlL. eE COMPACTED
<br />5/JCH THAT IT CAN AOEOUATELY 5UPFORT A 20CO P.&.F. FOUNDATI9N LOAOINC:S. 5LA6
<br />81-1ALL ee PLACE OVER A (, MIL VAPOR BARRIER ON CLEAN AOEQUATEL. '1' COMPACTED
<br />AND TERi'1ITE POIWNEO SOl!...
<br />COt-iCRETE UTIL.IZE1? IN Tl-le FOUNDATION AND €>L.ASe €>HA1.L. I-fAVE A MINIMUM 26 DAY
<br />COMPREMIVE sn<ENClTH OF ,SOO p.e.F.
<br />
<br />REINFORCIN6 STEEl.. eHALL. 6E C:SF<ADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
<br />WITl4 AeT11 A --6\~. LAP 6PLICE:e., WHERe REQUIRED el-lALL. 6E A MINIMUM OF 2~" FOR
<br />"S REeAR , 30" FOR '6 REeAR a 3!':1" FOR .., REeAR
<br />
<br />PLAN5 ARe EN61NEERED FOR A MAXIMUM e.TEMWALL HEI~HT OF 4 COUR6Ee ( AFTER
<br />FINAL elTE c:sRADIN6) TI-lE CONTRACTOR OR SUILDINCi OWNER e.HALl. DETERMINE TH5
<br />EXACT eiEMWALI.. I-lEIC:SI-fT eAe,!: UPON e.lTE CONDITioNe PRIOR TO POURING TI..Hi FOUNDATION
<br />AND CONTACT ARKAY EN~INEERIN~ WHEN MORE Tl-lAN 4 COUF<€>E ARE REQUIRED
<br />
<br />A FOuNDATION OORVE'( 8HALL 65 PERFORMED AND A COpy of ms WRVS'( el-1ALl. ee ON elTS
<br />FOR THE SUILDIN6 IN8PECTOR5 Ue.E , OR ALL PROPERTY MARKER& 5HALL 6E EXPOS-ED AND A
<br />e.TRING e.TRECTED FROM MARKER TO MARKER TO VeRFIY REQUIRED e.!:T SACKe
<br />
<br />t"1A60NRY UJALLe:
<br />
<br />CONCRETE MAeON~Y UNIT e.1~t..Ll. 6E i-tOlLOW UNIT MASONRY IN ACCC~DANCE WITI-I A5TM C-<OO
<br />AND e.HAll.. ~Ave MINIMUM F't1 OF IWO p.e.l.
<br />
<br />MORTAR 5i-tALL CoNFORM TO AaTMC .2lC AND ~HAL!. BE EITHER TYpe M CR e.
<br />
<br />REINFORCING eTEEl. e.I-lALl. aE C:sRADE 40 MINIMUM AND IPENTIFIEO iN ACCOF<DANCe
<br />LUITI-l AeT11A--6IS. LAP e.PLICEe. WHERE REaUIRED e.I-lA1.L 65 A MINIMUM OF 2&" FOR is RESAR
<br />30" FOR '6 RESA~ AND 3&' FOR. -1 RESAR.
<br />
<br />ClROUT FOR Ti-tE POURED CELLe. AND LINTELe e.i-tAlJ.. HAVE A MAXiMUM COUR5E AGGREGATE elze
<br />OF 3/8" PLACED AT 8 TO \I INCf-l e.I-UMP AND l-lAVE A MINIMUM 2S DAY COMPRE551ve aTREN~Tl-l OF
<br />2000 P.5.1. ( WHEN TEaTED PER Ae.TM C.l01~ )
<br />
<br />PROV'O!: CLeAN OUT OPENINc:s& ( 12 ea. IN. ) IN CE!..l-5 CONTAININa 5PI./CED REINFORCEMENT. UJI-tEN
<br />Tl-lE c:sROUT POUR EXCEEDa & FEeT IN I-lEI~HT
<br />
<br />ROOFIN~ 4 J::LA5HINc.15:
<br />
<br />ROOFIN6 5yeTeM AND FLAeHiN6 Ae eTATED IN PLANe MueT CONFORM TO Cl-lAPTER 1& OF THE FLORIDA
<br />eUILDING COOE 2001. FLAe.l-lINCI e,PECIFIC e.eCTION IS01.3.~ CON~ACTOR OR OWNER MueT PROVIDE WITI-l
<br />PLANe 5PECIFIC PRoDUCT INFORMATION DeTAILINCi IN&TAl.l.ATION OF PRODUCT TO MEET WIND DE516Ne
<br />OF n.lle eeT OF DRAWIN6e..
<br />
<br />Tlt1E3ER MATERlALe:
<br />ALl. TIM6EF<e MATERIA1.a 51-1ALl. 6e AS FOLl.OW:;.
<br />
<br />L.VI.. 6EAMS 5HALJ.. eE (1.SE) i"'iCAlJ.leTER l.VL MATERIAL.S MANUFACTURED ey TRooe JOteT
<br />MACMIIJ..AN ( OR eaUAU
<br />LUM6ER UTII.IZED IN BOTTOM Pl.ATE, TOP PLATE8 .PoeT, eTUDe PACKe AND 6EAMe.
<br />eHALI. BE "2 YE!..LOW PINe (OR eeriER)
<br />
<br />EXTERICR AND INTERIOR LOAD SEARIN6 5TUDe. 5I-1A!..1. 6E ~ e.PRuce ( OR 6ETiEF<)
<br />ALL oTl-lER e11JDe e.HALI. Be "eruD GRADE" $PRUCE e,PACl::: 16" OC. ALl. e,PLICEe AT
<br />TCP PLATe MueT 6E MINIMUM 4'0" AND NAIL.ED 4" CC WITH 12D COMMON NAIL.a
<br />
<br />peL P05T SHALL 65 (teE.> PARAl..l.AM PSI. MATERIAL.& MANUFACTURE& Sy TRueeJOI5T
<br />MACMILLAN ( OR EQUAL>. eEl: PoeT eUpPORT TABLE: FOR LOAD VALUEe.
<br />
<br />EXTEF<IOR WAlL5 e.I-1ALI.. 6E CON5TRUCTED WITl--l In" 1"'1... YUJOOD OF< l/l"''' 0.5.S. ( 2-M-UJ RATIN~) NAIL.ED
<br />WIn4 aD NAILe e,PAce AT 3" OC ALONG ALL 1-I0RlZONTAL JOINTe ANP EOClES. 6" OC ALONCI ALL VERTICAL
<br />JOINT5 AND EDC:sE5 AND !2" OC ALoNG ALL INTERMEDIATE eTUDe
<br />
<br />M OPENINC:S8 &'0" WIDe OR LARC:SEF< e.TRAP HEADER 6EAM TO TI..I[: HEAOER eTUDe WITf.l (2) USP OR SIMPSON
<br />1.5TA24 eTRAP TIES AT EAC~ END OF HEADER eEAM. ANOIOR 60TTOM OF HEADER eTUDe. TO FOUNDATION
<br />WITI-I ue,p OF< &IMPWN HTTI(, TENSICN TIE.
<br />
<br />INTERIOR 5TUD WALLe. TO eE OF 2 X 4 ()j SPRUCE OR 6eTTER WITI-l SINGLE 2 X 4 P.T.
<br />PINE eOTTOM PLATE AND aINC:SLE 2 x 4 "2 &PRUCE TOP PLATE WITH eTUDe 6PACEO
<br />MAXIMUM 241/ OC. WALLe. TO ~Ave In" GYF6UM BOARD EAC~ sloe. WITl-l WALl.5 AT
<br />GARAC:sE TO l4AVE MINIMUM R-\I IN5ULATloN
<br />
<br />ANCHOR U!Ooo e-HeAR WAlle. $EZ6r1ENTe. TO FOUNDATION WITf-l $IMPWN 1.. ri20S TENe.ION TIE AT EACf-l
<br />END OF WALl. e.eClMENTe AND AT ANY WALL e.EC:sMENT INTERe.ECTION ( SUILDING CORNER5)
<br />
<br />ANCHOR TRooe. TO WOOD 6EARINGI..OCATION& Ae. FOLLowel
<br />
<br />ROOF UPLIFT& OF 4&S' AND LEM U~E (IJ USP RT3 OR 51MpWN ~3 I-lURRICANE TIE
<br />
<br />FOR UPLlFTe FROM 4%-' TO ~ICIt U$e m lJe>P R13 OR 51MPeON f-l3 HURRICANe TIEe.
<br />UPLIFT5 FRoM ~1\' UP TO 14SO' uee A uep ~TL1J20 OR 51MPeON ~r&20 rlUI5T 5TRAP
<br />
<br />ALl.. PLUMBING, eLECTF<ICAI.. AND MECHANICAl. ROU6~ INe MOOT Be COMPLETE, INS>PECTEO AND APPROVED
<br />PRIOR TO REQUEe.TIN~ THE FRAMIN~ INSPECTION.
<br />
<br />IF DE51F<ED, eQUIVAI-ENT CONNeCTORe. MADE SY ANOTl-lEF< e.UPPlIER MAY 6E ueED IN PL.ACE OF THe
<br />ue.p OF< e.IMPWN CONNECTORS 5i-lOWN
<br />
<br />THE! C1.IENT UNDER5TAND5 THAT Tf-l.: DE!'>IGNER CARRIE5 NO L.IA61l.ITY INWRANce AND THEREFORe
<br />AGREE8 TO HOlD HARMLE66. IDEl1N~FY. ANO DS"END DE!'>IGNER FROM All.. CI..AIM6, L.066E& ANO
<br />EXF'ENe,e5 (lNCLUDIN6 REA6CNABLE ATTORNey Fa:e) ARI51NG OUT OF OR ReWl.TING FROM T145
<br />PROJECT. THS DEe.IGNER WIll.. IN ClOOD PAlm ATTEMPT TO PROVIDE! ERROR FREE cONeTRUCTION
<br />ORAWING6, 6'.JT IN Tl-le E\lENT ERRORe OCCUR THe DEe.IGNER WIll.. NOT 6e 1.IAeLS FOR coe.r OF
<br />~EPAIR5 OR DeAY TO TI-lE! CON5'1<UCTICN
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<br />e011.. TERMITE TREATMENT:
<br />
<br />INITIAl. 5011. POIWNIN6 TREAT11ENT el~A1.1. SE DONE AFTER AJ.1. EXCAVATION
<br />eACKFILLING a COMPACTING ARE COMPlETE (PER FeC 1816.1.1)
<br />
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<br />ANY 5011. DISruR6EO AFTER THe INITIAl. TREATMENT e.l-lAL.l. Be Re TREATED
<br />( INCLUDING ANY 60XED OR FORMED AREAe.) (PER Fee 18161.2.)
<br />
<br />eoXEO AREAe IN TI-ll: CONCRETE 5LAe FOR IN5TAlLATION CF TRAP6 5HAL.l. 6e MADE
<br />WITf-l PERMAMENT M!:TAI. OR pl.Aetlc FORMS. PERMAMENT FORMe MU5T 6E OF AN ADEQUATE
<br />elzs a D!;FT~ TO alMINATe ANY DISTURBANCe 01" TI4E WI\.. AFTER TI-IE INITIAl. TREATMENT
<br />(PER FSC lale..I.))
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<br />A MINIMUM 6 MIll. vAPOR BARRIER MU5T ee IN8TALLED TO PROTECT AGAIN&T RAINFAlJ..
<br />DI1.UTION IF RAINFAl.l. OCCURa BEFORE VAPOR eARRIER PLACeMeNT, RE TREATMENT 5l-lALI..
<br />Be REQUIRED (PER Fee leI6.I.4)
<br />
<br />ALl.. eull.DINCi5 ARE REQUIRED TO I-lAVE A PRe CON5TRUCTlON TERMiTe TREAT11ENT
<br />(PER FeCI816.1.1)
<br />
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<br />AFTER All.. UJORK Ie COMPLETE ANY Looee WOOD AND FIl.L MU5T ee REMOVED FROM
<br />SELOW AND WITH IN I~" OF Tf-lE BUIl.DING. Tl-l16 5HAL.l. INCl.UDE AL.l. 6RADE 5T AKEe. TUe
<br />TRAP soxee. FORMe.. 51-lORIN6 AND ANY OTHER CEL.l.UL0&5 CONTAININ6 MATERIAl5
<br />(PER FeC 2303.1.3)
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<br />NO WOOD VECieTATION. eTUMPe, CARD60ARi:>, TRA5f-l, ETC, eHAI..L ee BURIEO WITI-lIN 1&' 0"
<br />OF ANY BUILDING OR PROPOeED eulLOING (PER FeC ~3031.4)
<br />
<br />ANY CONCRETE OVER POUR MORTAR OR eTUCCO MATERIAle. Al.ON6 THe FOUNDATION PERIMeTER
<br />MOOT ee REMOVED FRIOR TO EXTERIOR SOIl.. TREATMENT (PER Fee 181~.I.S)
<br />
<br />EXTERIOR WIl. TREATMENT MUST SE APPl.IED UNDER AL.l. EXTERIOR CONCReTE OR 6RADE
<br />WITI4IN l:l" OF noli: STRUCTURE 51DE WALl.S (PER FeC 1816.1.6)
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<br />A PERMAMENT e.1~N Tl-lAT IDENTIFIES Tl-1e TERMITe TREATMENT PROVIDER AND NEED FOR Re IN6PECTION ::
<br />AND TF<EATMENT CONTRACT RENEWAL e.l-lALL SE PROVIDED. il-lS e.1C:SN 5l-iALL 6E POeTED NEAR Tl-lE WATER : I:
<br />~EATER OR ELECTRICAL PANEL (PER F6C 104.2.6) I I
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<br />AN f:XTERIOR VERTICAl. CHEMICAl. SARRIER 5f-lAJ.l. BE IN5TALLED AFTER CONSTRUCTION Ie
<br />COMPLETE ( INClUOINGlAND5CAPINCi AND IRRI6ATION) ANY 5011. DI5TUR6ED AFTER THE
<br />VERTICAl.. BARRIER Ie APPliED, 5l-lAl-1. BE RETREATED (PER FeC 181~.1.6)
<br />
<br />IRRICiATION / e.PRINKLER 5Y5TEM5 INCLUDIN6 ALl. RIe.ERS ANO 6PRAY I-1EADS e.HALJ.. NOT 6E
<br />INe.T AIJ.ED WITH 12" OF TI-lE SUIl.DINC:s SIDEWALLS (FER Fee IS03.4.4)
<br />
<br />CONDENeATE AND ROOF DOWN SPOUTe OIe.ci-tAR~e At LEAeT 12" AWAY FROM THE SUll.DIN6
<br />81De WALLe (PER F6C IS03.4..4)
<br />
<br />Tl-fe DI5TANce FROM TI-lE EXTERIOR WALL COVERIN6 ( EXCEPTION&l PAINT AND DECORATIVE
<br />CeMENTITlOue FINISl4 LEe.S T~AN S/8" TI4ICK ADHERED DIRECTLY ONTO TI-lE FOUNDATION WALl.J
<br />AND FINAl.. EART~ C:SRADE e-HALl. NOT ee LEse TI-lAN ~"TO ALlOLIJ FOR IN5P!;CTION FOR FU11JRE
<br />TERMiTe INFeSTATICN5 (PER Fac 1403.1.6>)
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<br />A " CERTIFICATE CF COMPLIANCE" 5l-lALl. SE IS5UED TO T~E BUILDING DEPARTMENT BY A l.ICENSED
<br />PEeT CONTROl. COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY LUILI.. 6E leeuED. THE CERTIFICATE
<br />6J-iAlL. eTATE. (PEF< FeC 1el&.1.1)
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<br />II TI-II: BUlLDIN6 I-IAe RECEIVED A COMPLeTe TREAT11ENT FOR TI-IE PREVENTioN OF 5UBTERRANEAN
<br />TERMITEe. TI-II: TREAT11ENT 15 INACCORDANce WITl-l TI-lE RULE5 AND LAW€> OF THE FL.ORIDA DEPARTMENT
<br />OF AC:SRICUI.. TURE AND CON€>UMERe. e.ERVICE5
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<br />TRueee5:
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<br />IF THE CONTRACTOR , TRoo& MANUFACTURE oR ANY OTl-lER DE516N PROFEee,IONAL REVIe.E Tl-le
<br />TRueS. ~""'8TEM LAYOUT FROM Ti-105e 5HOWN ON Ti-tEeE PLANe. ARKAY E:."N6INEERIN6. INC Ie.
<br />REQUIRED TO REVIEW AL.L FINAl.. CON&TRUCTION DOCUMENTS FOR COMPLIANCE WITl-l TI-lE
<br />DESIGN INTENT PRIOR TO COMMENCEMENT of T~e PROJECT
<br />
<br />UFI l.IFT CONNECTIoNe FOR MAWNRY WALl.5
<br />
<br />-----------------------------
<br />----------
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -
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<br />ROCF Upl.IFTe CF 16'30. AND 1.ES5 use (I) e.IMPe.ON l4er A204 WITI-! (I~) 100 X I 112" NAILe.
<br />ROOF UPLIFTS. OF 2310' AND LES.S ueE (I) 51MPWN ~~!:T A24 WITl4 (21) 10D X I In" NAI1.5
<br />R')OF UPL.IFTS. OF 3S65>' AND l.Ee.e. USE (J) 51MPWN MGT WITH (Z2) 10D X 1 In" NAIL5 TO
<br />c,. ~DER AND S/S" SOL T TO CONCRETE
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<br />R'OF UPLIFT8 OF 10MO' AND l.Ee5 uee (J) el11PWN l4GT.2 WITf-l (S) 10D X I 112" NAILS
<br />TO ~IRDER AND (2) 3/4' BOl. T5 IN CONCReTE (2 PI. Y GIF<DERe. )
<br />
<br />FVOF UPLIFT& OF 10&30' OR LE5e. U$E (I) 51MPeoN 1-+6T-3 WITI4 (S) 10D X I In" NAILa
<br />TO C:.IRDER AND (2) 3/4" eot.. TS IN CONCF<ETe ( 3 PLY 6IRDERe. )
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<br />ROOF UPliFTS. OF ~2SO' AND LEse Ue.E (IJ SIMP50N HCiT-4 W1Tl-l (\(;) 10D x I 112" NAIL5
<br />TO C:SIRDER AND (2) 3/4" BOi. Te IN CONCRETE (4 PI.. '1' C:iRDER5 )
<br />
<br />EXTERIOR WINDOWS .. DOOR€>:
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<br />ALl. EXTERIOR WINDOWS a ClLAM DOORS oR ENTRANCE DOOR 5l-lALi. BE TE5TED IN ACCORDANce WITl-l
<br />.I.,N51/AMMAIN\I.lWDA 101/152 eTANDARD AND 6EAR AN AMMA OR UJDMA LASEI. IDENTIPrIN~ THE MANUFACTURe
<br />PERFORMANCE Cf-lARACTERISTiC$ AND APPROVED PRODUCT TEeTIN6 ENTITY
<br />
<br />Al.l. HUL.l.!CNe AND ADJACENT DOORIWINDOW Ae.&EMSLIEe eHAW- SE TEeT OR ENGINEERED TO TRANSFER
<br />1.& TIMEe The De~'uN 1.0ADe. TO T...e ROU~~ CPENlN6 €>USe.TRATE
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<br />IN~T AIJ. Au.. lUINOCL1J$ AND DOOR ~EMSl..lee PER Tt-iE MANUFACTURE ANCI-lORING RECOMMENDATIONS.
<br />TO ACI-IIEYE THE DE516N PREe.€>URE5 &PECIFIED
<br />
<br />ELECTRICAL, PLUM61NG, ~ MEC~ANICAL:
<br />
<br />IN ACCORDANCE WITl-l CI-:/AFTER 4ll,OC3 (2) (l) OF Tt-Ie FLORIDA ADMINI5TRATIVE CODE, ELECTRICAL
<br />PlUM61N6 AND MECI-iA\lICAL. e,Y5TEM5 el-lAlJ. eE DEel6NED BY TI-IE REePECTIVE CONTRACTOR TO
<br />M.EET ALL. APP1.ICABI.E COOE5. THE ELECTRICAL., PI..UMSING AND MECl-lANICAL Sye.TEMe. DRAWN HERON
<br />ARE eASE UpCN A DE516N PROYIDED 6'1' THE OWNER TO ADDRee.e H18/i-tER ReQUIReMENT8.
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<br />PLAN
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<br />1/4"
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<br />110"
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<br />ALl. E1.ECNICA:.. OUTlETS IN 6AT~ROOM5, KITCI-IEN, (lUITf-lIN 6' FEST OR eINK5). 6ARAGE AND AT
<br />EXTERIOR I.OCATION5 ~A.J.. 6E tUlRED INTO A ~ROUND FAUl.T INTERRUPTER "6FI" CIRCUIT
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<br />ALl.. eJ.eCTRiCA:.. OUT1.ETe. iN 6EDRoOM5 'FIXTURE5 S~A1.L eE WIRED INTO AN ARC-FAUL.T INTERRUPTER
<br />"AFt" CIRCUIT
<br />5MOKE DETECTCR5 ~AU. 6E PLAce IN EACH 6EDROOM AND IN l-lAL.l. WAY AREA5 ADJACENT
<br />TO eEDROO~ AND O......ER L.IVING AREAe
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<br />iYPICAL ELEC"tRICAL RleEF< DIAGRAM
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<br />THe FOL1.CuJIN~ SI4AI-l. 6e CON81DERED SPECIFIC l-lAZARDOI.Je, 1.0CATION FOR THE pl.lRPoe.e OF
<br />~LAZINC:S
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<br />3 .. 210 Tl4NN 0", FEEDER~
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<br />(I) ~LAZINu IN SWIN6 DOCRe-, FIXED AND 51.IDIN'" PANEL OF 51.IDIN'" DCCRe
<br />Ae.e.EM6LIE5
<br />(2) ClLAZ,NG IN DOORS. AND ENCLOeuRE& FOR HOT ruBe, W~IRLPOOLS, eAUNA5, 5iEAM
<br />ROOMS, SATf-lTU6e AND 6l-l0WER5, GLAZIN6 IN ANY PCRTION CF A 61.JILDINCi WALl..
<br />ENCLCSIN6 TI-IEe.E COt-',PARTMENTS uJ~ERE Tl-lE SOTTOM roue OF T~E G!.AZINCJ Ie. LEee.
<br />TI-lAN w" Aeove T...E DRAIN INLET
<br />(3) 6LAZINC:. IN INDIVIC'.JA~ FiXED OR CPERASle PANEL. ADJACENT A DOCR WHERE
<br />TI-fE NEARE5T VERT!CA~ ED~E Ie WlTI-liN A 24" RADIUS> OF THe DOOR IN A C1.ceED
<br />PoelTION AND WH05E BOTTOM EDC:sE i& LE5& Tl-lAN bO' ABOVE Tl-iE FINI51-t FLOOR O~
<br />WALKING e,URFACE
<br />~4) C:SLAZIN~ IN AN INDlVIDWAl. FIXED OR OPEF<AaLE PANEL. OH4ER TI-fAN THOSI: 1.0CATIONS
<br />OE5CRi6ED IN ITEM5 (2) AND (3) A60VE . Tl-lAT MEET& ALL OF THe FOll_O'lJIN6
<br />(A) EXPOe.ED AREA OF AN INDIVIDUAL. PANe GREATER mAN ~ ea. FT.
<br />(6) 60TTOM ED6E LEes T~AN 18" ABC'/E THE FlOOR
<br />(C) TOP EIXrE 6REATER Tl-lAN 3{,,' ABove me FL.OOR
<br />(D) ONE OR MORE WALKINCi iWRFACE& LJIT~IN ;e." >-lORIZONT ALl. Y
<br />OF mE PLANE OF mE ClLAZINC:.
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<br />WITH MAIN
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<br />DRAFT5TOPPIN6:
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<br />iN e.INCiLE FAMII. Y DWELLINc:e, DRAFT&TCPPIN6& 5l-lA1.L. se PROVIDED ( PARA1.l.a TO Tt-I5 MAIN
<br />FRAMINCi r",EMael'<&) IN FI.OOR I CEILING A~2>et'1el..l!& e.liPA~AfING U&1!A1!t..1 e.~~U, "rUjllf&1'O~l'*IN~
<br />el-lALL. 6e CON6fRUCTED euCH ff-lAT T\.<5: FLOO~ I CEI1.IN6 A58EMSLCT' Ie SROKeN UP INTO TUJO OR MORe
<br />APPROXiMATED AREAe. WtTl-l NO AREA C:SREATER Tl-lAN WO 5Q.FT.
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<br />ATTIC ACCeee:
<br />ATTIC e.PACE6 e-~ALl. 6E PROVIDED WITl-l AN INTERIOR ACCEe.e OPENINC:S NOT 1.E5e Tl-lAN
<br />22"X;e.". ACCEM OPENiNCi 5l-lAIJ. BE ACCE6816LE AND PROVIDE WIT~ A L.ID OR DEVICE
<br />THAT Ie. EA61l.Y ReMOVEO OR CPENED. Wl-leN MECi-tANICAL. eQUIPMENT 16 iNeTA1.1.ED IN
<br />TI-fE ATTIC. IT 8l-lALl. 65 INSTALLED IN ACCORDANCe WITl-4 r1ECI1AN1CA1. CODE.
<br />ACceM 1$ NOT REQUIREO WHEN TI-lE CLeAR I-lEIC:s~T OF Tl-IE ATTIC e,PACE , MEA$UF<ED
<br />AT THE RCOF PEAK 15 1.E6& THAN 24".
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<br />:\ ACCORDANce WtTl-4 CI-fAPTER 411.003 it) (I) OF T~E FLORIDA ADMINI$TRA TIVE CODE ELECTRICAl.
<br />~_'..~S!N6 AND MEC~ANiCAL eY5TEHe e~ALl. BE DEelCiNED ey TI-lE RE5PECTIVE CONT~ACTOR TO
<br />'1,EET ALJ.. A,PPLICA6LE CODEe. THe ELeCTRiCA1.. PLUMSIN6 AND MECI-IANICAI.. 5Y&TEMS DRALUN i-IERON
<br />ARE BAe.E UPON A DE51C:SN PF<OVIDED ey TI-iE oWNER TO ADDRE% I-lle/kER REQU'REMENTe
<br />ALL ELECTRICAl. OUTLETS IN SATI-lF<OOMe, KITCl-lEN, (lUITf-lIN 6' FEET CR e.INK5) C:SA~A6E AND AT
<br />EXTERIOR LOCATIONe. 6I-1A1.L BE WIRED INTO A C:SROUND FAUI.T INTERRUPTER ':~FI" CIRCUIT
<br />~LL.IlELeCTRICAL. oUTLcre :N SEDROOMe. . FIXTURES 6HALl. ae WIRED INTO AN ARC-FAULT INT=RUPTER
<br />Al"l CI~CUIT .."
<br />~MOKE DETECTOR6 5HAL.l. BE PLACE IN EACI-I BEDROOM AND IN I-IALL WAY AREAS ADJACENT
<br />o 6EDROOM AND OTHER 1.iVINC:S AREAS
<br />~~O\.iND WIRE FORM REBAR TO ELECTRICAL PANEl.. PER N.E.C.
<br />
<br />ELECTRICAL PLAN
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<br />FLORIOA 'l..!C!;~~Ui NUM6ER :312%
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<br />I I-lERSY CERTli:Y THAT TI-ll:i€1S F!#A'Ne AND ~PF.(;IFICATIONt}
<br />WAe PREPARED 8'1' ME ("~R U)\IDE~ MY DI\<:Ec;'r e,uPCRVIf:>ION
<br />ARt: IN COMP!..tANCE WITl-l THIJ Fl.ORIDA ~~IIl.DING CODE 200'
<br />FOR 110 MPf-l ( :3 eE~O'JD C:.U5T ) lJ.i11'<D lONE . ~ MPH FASTE,'.)T
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