|
<br />GENERAL NOTE5:
<br />
<br />THI€'> 6UILDING HAS BEOEN De61GNW TO CONFORM TO THE FlORIDA 6U1LDING CODe: 2001.
<br />
<br />ARKAY ENGINfERINCs INC: A RECs!€'>TERED LICEN€'>W, FlORIDA PROFEe610NAl EHRUCtuRAI...
<br />ENGINEERiNCs COMPANY: I-iAe APPLIED" RATIONAl... ANAl... Yel~" FOR T/-iE 6TRUCTURAI... DE61GN
<br />OF THi€'> €'>TRUCTURE
<br />
<br />ThE BUILDING ( INCLUDING ALl... COMPONENT€'> AND CLADDINCs6 el-lALL BE DEOe.ICsNW FOR TI-lE
<br />FOLLOWING e.UPERIMP05EO LOAD5
<br />
<br />FLOORe.:
<br />Live: LOADe. - 40 p.e.F.
<br />DEAD LOAD5 . 10 P.5.F.
<br />
<br />GARA6E: €>LAS,
<br />LIvE LOAD5 - SO p.e.F.
<br />DEAD LOADe. - 10 P.€'>.F.
<br />
<br />ROOF:
<br />
<br />WIND:
<br />
<br />Live: LOAD6 (TRUe€> TOP CORD) - 20 p.e.F.
<br />D~D LOAD€'> (TRUe.€'> TOP CORD) - 10 P.€'>.F. la P.€'>.F. WI-lEN TILE ROOF INeTALLED
<br />Live LOAD (TR~e 60TTOM CORD) - 10 p.6.F.
<br />A55UMW TRU5e 5EOlF WEIGHT ( DEAD LOAD) -, p.e.F.
<br />
<br />6UiLDING IE'> DE51CsNW TO CONFORM TO AE'>CE l-~t}, CHAPTER 01 PER FLORIDA 6U1LDING
<br />CODe: 2001 e.ECTION 1606.1.1
<br />
<br />WIND DE51GN AMUMPTIONe,
<br />
<br />6UILDING ~P05URe: - 6
<br />6UILDINCs IMPORrANCE FACTOR I 1.0 ( CATEGORY II )
<br />MEAN ROOF HEIGHT 30' OR LEee
<br />HEIGHT I EXP06URE ADJU5TMENTe COEFFICIENT. 1.0
<br />ENCLoe.ED 6UiLDINCs
<br />INTERNAL PRE6€>URE COEFFICIENT I + I - 0.1t}
<br />6EOE WIND :!>PEED INFORMATION 5TArW ON PLAN6
<br />TYPE ~ CONeTRUCTION
<br />
<br />oOIL SEARING. COMPACrION:
<br />
<br />TI-lE5E PLANe WERE DRAWN 6A6ED UPON AN ALLOUJA6LE 6011... 6EARING CAPACITY OF
<br />2000 P.5.F.( MINIMU11 ) THE CONTRACTOR/PROPE:RT'!' OWNER 16 RE6PON616LE FOR YERIPr'ING
<br />THAT THe: 50lL ON THe: 51Te: 16 PROPERLY PREPARED AND COMPACTED 6UCj.1 THAT IT CAN
<br />5UPPORT A 2000 P.5.F. FOUNDATION LOADING
<br />
<br />ARKAY ENCsINEERING INC, A REGl6TERED L1CEN6ED FLORIDA PROFE5610NAl eTRUCTURAl
<br />ENGINIOERING COMPAN'!', DE616NEO THE:!>e FOUNDATION6 WITHOUT VI61TINCs mE CONeTRUCTION
<br />51Te NOR PERFORMINCs AN'!' WIL TE6TINCs
<br />
<br />ARKAY ENGINEERING INC ~ALL NOT ee: RE5PON61SLE FOR tHE 61fe: eOIL A61LITY to 6UPPORT
<br />THe 6UILDING LOADe
<br />
<br />t=OUNDATION 4 5LA6 - ON- GRAPE NOTi::o :
<br />
<br />6UILDING 51tE oHALL eE eCRAPE:D TO REMOVE All ORGANIC MATE:RIAL6:.
<br />AN'!' ADDITIONAL FILL PLACED ON THE 6UILDING PAD AREA, 51-lALI... 6E COMPACTED
<br />5UCH mAT iT CAN ADEQUATEL.Y eUPPORT A 2000 P.~.F. FOUNDAtiON LOADING. e.LAa
<br />5HALL BE PLACE OVER A (, MIl... VAPOR 6ARRIE:R ON CLEAN ADEOUAT8.. Y COMPACTW
<br />AND tEORMITE POl60NED 50lL
<br />CONCRETE UTIUlED IN THE FOUNDATION AND !!>LAee 1:>I-lALL HAVE A MINIMUM 26 DAY
<br />C01'1PREMIVE 5TRENGm OF 2500 P.~.F.
<br />
<br />REINFORCING erEEL 6HALL eE GRADE 40 MINIMUM AND iDENTIFIED IN ACCORDANCE
<br />WITH A9JTM A -bIS. LAP SPLICES, WHERE REQUiRED 6l-iALL BE A MINIMUM OF 2S" FOR
<br />is REfMR , 30" FOR "(, RfEAR , 3S" FOR .1 RE'aAR
<br />
<br />PLANe ARE EN61NEERED FOR A MAX/MUM 5TEMWALL HEIGI..n OF 4 COUR5Ee ( AFTER
<br />FINAL 51TEO GRADI'-,G) THE CONTRACTOR OR 6UILDING OWNEOR 6HALl DETERMINE T\-4E
<br />ExACT !!>TEMW..-l.LL f-;EOIGHT 13Ae.E UPON e.ITE CONDITIONe PRIOR TO POURING T....,E FOUNDATION
<br />AND CONTACT ARKA Y ENGINEERING lUl-iE:N MORE: THAN 4 COUReE ARE REQUIRED
<br />
<br />A FOU~DAriON e,URvE'( el~ALl_ 13E PERFORME:D AND A COpy OF THE: SURvEY aHALL 13E ON 51TE
<br />FOR THE: 6UILDING IN6PECTOR6 ueE , OR ALL PROPERT'( MARKER5 SHALL 6E EXP05a/ AND A
<br />6TRINCs 5TRECTE'D FROM MARKER TO MARKE::R TO VERFIY REOUlRW 6l:T 6ACKe
<br />
<br />MA60NRY WALLo:
<br />
<br />CONCRETE MAeONRY UNIT ej.1ALL 6e HOLLOUJ UNIT MA50NRY IN ACCORDANCE WITI--l AeTM C-~O
<br />AND aHALL HAVE MINIMUM F'M OF 1500 P.5.I.
<br />
<br />MORTAR eHALL CONFORM TO AeTMC -210 AND e.HALL 6E EimER TYPE M OR 5
<br />
<br />RE:INFORCING eTEEL. 5HALL 6e GRADE 40 MINIMUM AND IDENtiFIED IN ACCORDANCE
<br />WITj.1 AetMA-GIS. LAP e,PLICEe WI-lERe REQUIRED eHALL eE A MINIMUM OF 2~" FOR O!) RE8AR
<br />30" FOR "6> Ra3AR AND 3S" FOR ", RE::6AR.
<br />
<br />6ROUT FOR mE POURED CELL5 AND LINTELe 5j.1ALL HAve A MAXIMUM COURe.E AGCsREGAtE elze:
<br />OF 3/6" PLACED At a TO II INCH 5LUMP AND HAVE A MINIMUM 26 DAY COMPRE5€>lve eTRENGTH OF
<br />2000 P.!!>.!. ( WHEON TEeTED PER A6TM C-101~ )
<br />
<br />PROVIDE CLEAN OUT OPENINGe ( 12 SQ. IN. ) IN caLe CONTAINING 5PLICED REINFORCEMENT. WI-lEN
<br />THe: GROUT POUR EXCEED5 ~ FEl:T IN HEIGHT
<br />
<br />ROOt=ING 4 ~LA6~INGo:
<br />
<br />ROOFING 5ye.TEM AND FLAeHING Ae 5TATED IN PLANe MueT CONFORM TO C~APTER I~ Ot" TH~ FLORIDA
<br />6UILDING CODE 2001. FLA~HING 5PECIFIC e.ECTION IS01.).~ CONtRACTOR OR OWNER MueT PROVIDe WITH
<br />PLANe ePECIFIC PRODUCT INFORMATION DET AILINCs IN~T ALLATION OF PRODUCT TO 11eeT WIND DEelCsN6
<br />ot" mle 5aT OF DRAWING5.
<br />
<br />flM6ER MA Ti::RIAL6:
<br />ALL TIM6ER6 MATERIALe SHALl- 6E A6 FOLLowe,
<br />
<br />LVI... 6EAMe 5HALL 6e (t~EJ MCALLletER LVI... MATERIAL6 MANUFACTUREO BY tRUe.6 JOleT
<br />MACMILLAN ( OR EQUAJ...)
<br />LUM6ER UTIliZED IN eOTTOM PLATe:, TOP PLAtEe ,PoeT, eTUDe PACKe AND 6E:AM&
<br />€>HALL 6e *2 YEllOW PINE (OR 6ETTER)
<br />
<br />EXTEORIOR AND INtERIOR LOAD S~RING 6TUD6 5HALI... 6E "2 6PRUCE ( OR 6lrtTER)
<br />ALL. OTHER 5TUDe. Gj.1ALL. 6E "6TUD GRADe" SPRUCE ePAce I~" OC. ALL e,PLlce6 AT
<br />TOP PLATe MU3T 8E MINIMUM 4'0" AND NAILED 4" OC WIT~ 120 COMMON NAILe
<br />
<br />P~L. PoeT e.~ALL SE (l.8E) PARALLAM P61... MArER/ALe MANUFACTUREe 6Y TRUMJO:6T
<br />MACMILLAN ( OR EQUALJ. e.EE PoeT SUPPORT TA6LE FOR LOAD vALUEe..
<br />
<br />EXTERIOR WALL5 5~ALL 6E CON6TRUCTW UJIT~ 112" Pl- YWOOD OR 1/16' 0.5.6. ( 2-M-1.U RATINCs) NAILEO
<br />WITH eo NAILe e,PACE AT 3" OC ALONCs ALl HORiZONTAL JOINTe AND EDGEe, 6" OC ALONCs ALl. VERTICAL
<br />JOINt6 AND ED6E!!> AND 12" OC ALONG ALL INTERMEDIATE eTUD6
<br />
<br />AT OPENiNGS !;'O' WIDE OR LARGER 6TRAP !-lEADER 6EAM TO THE I-lE:ADE::R etuDe WIT!-i (2) U5P OR 61MPWN
<br />LeTA24 e.TRAP TIEo AT EACI-l END OF HEADER 6EAM. ANCf-IOR 60TTOl1 OF HEADER eTUDe TO FOUNDATION
<br />WITH U5P OR 51MP50N HTTI6 tEN510N tiE.
<br />
<br />INtERIOR eruD WALL6 TO ee: OF 2 X 4 "2 5PRUCE OR 6ETTER WITH e.INGLE 2 >< .4 P.T.
<br />PINE 60TTOM PLATE AND 5INGLe: 2 >< 4 "2 e.PRUCE TOP PLATE Wltl~ eTUD€'> SPACEO
<br />MAXIMUM 24" OC. U!..ilLe TO HAVE 112" CsYP5UM aOARD EACI--l 5ID!::. 'lJITH UJALLe AT
<br />GARAGE TO HAVE MINIMUM R.II IN6ULAtl0N
<br />
<br />ANCf-IOR roOD eH~R WALLe SEGMENT5 TO FOUNDAtiON WliI-l 61MPWN LTT20e TEN510N TIE AT EACH
<br />END OF t.0AL!... ':>E(;,MENT5 AND AT .\NY 'lJALI.. ::.EG1'1ENT INTERe.ECTION ( 6U1LDING CORNERo)
<br />
<br />ALL PLUMeING. E'LECTRICAL AND MECHANICAL ROU6H IN:'> MU6T 6E COMPLETE, INe.PECTED AND APPROVED
<br />PRIOR TO REOUE~HING THE FRAMINCs INSPECT/ON.
<br />
<br />IF DE5IRfO, EOUIVALEONT CONNECTORo M..iDE 6Y ANOTl-iER 5UPPllE:R MAY BE ue.EO IN PLACE OF TI-lE
<br />ue.p OR 5IMPe.ON CONNECtOR5 5/-iOUJN
<br />
<br />n-IE CLIENT LlNDEReTANDe THAT THE DEelGNER CARRIEe NO liABILITY INeURANCE AND THEREFORE
<br />AC:.REEe. TO HOLD HARMLEee.. IDEMNIFY. AND DEFEND DEe.IGNER FROM ALL cLAIMe. Loe8Ee. AND
<br />EXPEN8EOe. (INCLUDING REASONABLe: ATTORNEY FEEe) ARlelNG OUT OF OR REelJLTING FROM THE
<br />PROJECT. THE DE51CoNER WILL IN C.OOD FAITf~ ATTEMPT TO PROVIDE ERROR FREE CON5TRUCTION
<br />DRA'JJING6, BUT IN THE EVENT ERRORe OCCUR THE DE!!>IC.NER WILL NOT BE LIABLE FOR coeT OF
<br />REPAIRe OR DELAY TO THE CONeTRUCTION
<br />
<br />eOIL TERMITE rREATMENT:
<br />
<br />LINrEL LOAD C~ARi ( 1611 DEEP eECrlON )
<br />CLEAR ~P AN CONCf<ETE U LINTa "POWER' eTEa "POWER" tHEEI..
<br /> 60X I.INTE!-
<br />\' - 6" 4~~1 PLF ( UNFILLED ) 1010 PLF 1.-2 ~e~s PI.F
<br />2' - 2" 34}!) PLF ( UNFILLED ) 662tlt PLF I.-:l 6&30 PLF
<br />2' - e" 2111 PLF ( UNFILLI:O ) e.~6 PLF IA ~'4~ PLF
<br />3' - 2" 2332 Pl.F ( UNFILLI:O ) 4S0e pLF 1..-2 4Q13 PLF
<br />4' - o' 1&3& Pl.F ( UNFillED ) 3&~' PL.1= L.-2 ;~9~ PU=
<br />4' - Q' 1624 PLF ( UNFILLED ) 3194 PLF L-2 32e~ PLF
<br />50' - 2" 213~ PLF .. :l14Q PLF L-2 .. 2etlt4 PLF ..
<br />Q' - 2" 2111 PI.F .. ma PLP 1...-2 .. 2400 PLP ..
<br />" - 0" 1~&1 PLl= .. 202!) PLF 1.-2 .. 2114 PLF ..
<br />9' - 0" m3 PI.F .. 11~9 PLF L-2 .. 2213 PLF ..
<br />~' - 2" 14&~ PLF .. 19450 PI..F 1..-2 .. l~e4 PLF 'f
<br />10' . 0" 1354 PLF .. 1414 PI.F 1.-2 .. lal~ PLF Of
<br />10' - e" 1211 PLF .. 1325 PL.F L.-2 .. 1110 PLF ..
<br />II' - :l" 1200 PLF .. 1230 PLF 1...-2 .. 1~2<3 PLF ..
<br />\2' - 0" 1109 PLP .. 1I1~ PLF L-2 .. ISI& PLF ..
<br />Ii - e" 1044 PLF .. 1l1~ PLF 1...-2 .. t4~Q PLF ..
<br />\3' - 4" 13~9 PLF .. P 1391 PLF 1.-2 .. e.1.. - I 13~4 PLF ..
<br />14' - 0" \311 PLF .. P 1321 PLF 1.-2 .. e.1. . I 12~~ PI.I= ..
<br />lQ'.O" \1&2 Pl.F f' P 1048 PLI= 1.-2 .. e.1. - I \131 PLl= ..
<br />1&' . 0" 10Itlt PLF .. P ~2~ PLF 1..-2 .. e.1. - 1 ~60 PLF ..
<br />1&' . l)' 911 PLF" P 110 PU= L-2 .. el.. . I 8~3 PLF ..
<br />20'.0" ~1tlt PL.F .. P 62~ PU= 1.-2 .. e.1.. . 1 '134 PLF ..
<br />22' - l)" 18~ PLF .. P 5023 PI..F L-2 .. e.1.. . I 60tlt PLF ..
<br />
<br />INITIAL. WIL. POl60NING TREATMENT 6I-lALL. 6E DONE AFTER ALL EXCAVATION
<br />6ACKFILLINCs , COMPACTINCs ARE COMPLe.TE (PER F6C 1&16.1.IJ
<br />
<br />AN'!' 0011... DleTUR6EP AFtER tl-le INITIAl.. TREATMENT 6j..-lALL ee RE TREAtEO
<br />( INCLUDINCs ANY 60XI:O OR FORMED ARE:Ae) (FER F6C lel~t2.)
<br />
<br />BOXW AREAe IN TI-le CONCRe.T~ eLAa FOR INeTALLATION OF TRAPe ~Ll. 6E MADE
<br />WIT~ PERMAMENT MeTAL. OR PLAeTIC FORMe. PERMAMENT FORMe MueT 6e OF AN ADEQUATE
<br />611E . D~T~ TO ELIMlNAT5 AN'!'DleTUReANC5 OF THe 0011... AFTER TI-le INtTlAI... TREATMENT
<br />(PER F6C taI6.!.))
<br />
<br />A MINIMUM 6 MiLl VAPOR aARRIER MueT eE IN6TALLED TO PROTeCT AGAINeT RAINFALl..
<br />DILUTION It" RAINFALL OCCUR6 eEf'ORE VAPOR eARRIER PLACEMa-IT, Re TREATMENT 61-lALl
<br />6E REQUlREO (PER F6C lel~.I.4)
<br />
<br />All 6UlL-DINGe ARE REQUIRED TO I-lAYE A PRe CONe-TRUCTION TI=RMI1E TREATMENT
<br />(PER reCleI6.1.';
<br />
<br />AFTER ALl... WORK Ie COMPL.l:te AN'!' L006e WOOo ANO FILl... MueT e5 REMOVED I"ROM
<br />6ELOUJ AND WtTl-lIN 12" OF TI-IE 6UILDING. Tl-lle eI-lALL. INCLUOE All. 6RAOE eTAKEe tu6
<br />TRAP aOxE&, FORM&, ~ORJNG AND AN'!' OTI-IER CeLJ..ULOee CONTAINING MAtER/ALe
<br />(PER I=eC 2303.1.))
<br />
<br />NO Uk::'OD VECsETATION, etuMP60, CARD60ARD, TRA5~, ETC, 5HALl- BE 6URIED UJITI-lIN I!)' o'
<br />OF AN'!' BUILDING OR PROPOe.EO eUILOING (PER I"eC 23031.4)
<br />
<br />AN'!' CONCRlrtE OVER POUR MORTAR OR etuCco MATERIAle ALONCs THe FOUNDATION PI::RIMSTER
<br />MueT ee REMOVED PRIOR TO exTERIOR WIL TREATMeNT (PER l=ec laI6.1.,)
<br />
<br />EXTERIOR WIL. TREA111ENT MueT 6E APPLIED UNDER ALL I::XTERIOR CONCRl:TE OR GRADE
<br />UJITl4lN 12" Ot" THE 5TRUCtuRe elDe WALLe (PER I=eC laI6.t6)
<br />
<br />AN EXTERIOR YERTICA~ CI-IEMICAI.. 13ARR/ER €>I-IAL.L 61: INeT ALl...EO AFtER CONaTRUCTION Ie
<br />COMPL.l:TE ( INCLUDING LANDe.CAPING ANO IRRICsAT10N) AN'!' 601l- DletuR6ED AFtER THe
<br />VERTICAL BARRIER Ie APPLIED, 81-lALl. aE ReTREATED (PER FeC 1&16.1.6)
<br />
<br />IRRICsATION I 5PRINKLER a.yeTEMe INCLUDINCs ALl. RI8ERe AND 6PRAY HEADe 5I-1AL.L NOT 6E
<br />IN60TAUED WITI-l12" OF TI-lE 6UILDING elDEWAue (PER FeC IS03.4.4)
<br />
<br />CONDEN5ATe AND ROOt" DOWN epOUT6 DleCHARGE AT LEAeT 12" AWAY FROM THe BUILDING
<br />51DE WALLe (~ER F6C lS03.4.4)
<br />
<br />THe DleTANce FROM T/-ie exTERIOR WALL. COYERING ( exCEPTIONe, PAINT AND DECORATive
<br />C!':MENTITIOU& Flt'lIel-l LEe& T1-lAN 5/&" TI-IICK ADHERED DIRECTI. Y ONTO TI-IE FOUNDATION WALL)
<br />AND FINAL EARTI-l GRADE el-lALL NOT 6E LEe.e THAN 6' TO ALLOW FOR INePECT10N FOR FUtuRE
<br />tERMITE INFEa.TATIONe. (PER FeC 1403.1.6)
<br />
<br />.. . DeNOTe6 *, REeAR X CONT, PLACED IN 6OTTOM COURee AND
<br />16' DEEP eEAM POURED OOl..ID wlm 2500 Pe.l CONCRETE.
<br />
<br />A · CERTIFICATE OF COMPLIANce" ~ALL. BE leeuED TO TI-IE l3UILDINCs D!':PARTMENT a'!' A LICEN6ED
<br />PEeT CONtROl- COMPAN'!' BEFORe A I CERTIFICAte OF OCCUPANCY WILl... 6e 156UED. THe CERtiFICATe
<br />5j.-lALL eTATE. (PE:R FeC lel!;.!.1)
<br />
<br />.. P - Dl:NOTEe ~Re eTREe.eED U LINteL UJITI-l *5 REeAR X CO NT.
<br />PLAceo IN aonoM COUl~eE . 16" DEEP SEAM POURED 001...10
<br />UJITI-l 2500 Pe.l CO~CRETE
<br />
<br />" THE BUILDING HAe RECEIVED A COMPlEte TRE:ATMENT FOR TI-le: PREVENTION or eU6TE:RRANE:AN
<br />T~RMITEe.. n~e TREA111a-1T Ie INACCORDANce WITI-l T14E RULE& AND LAUJe OF THE FLORIDA DEPARTMENT
<br />OF AGRICUL. TURE AND CONeUMERe eI=RVICe6
<br />
<br />ell x ell x 10" KNOCK OUT SLOCK
<br />iOP COAR8E WliH 1 ..~ HORIZONi AL
<br />REBAR ilED TO All VERTICAL ROD&
<br />
<br />~~ J
<br />~;;... ~
<br />
<br />A PE::RMAMEN1 elGN THAT IDENTIFIEe THe TERMITe TREA111eNT PROVIDE::R AND NEED FOR RE INePECTION
<br />AND TREATMENT CONTRACT RENEWAL 6I-lAU. BE PROVIDED. THe 61CsN 6j.-lALL Be PoeTEO NEAR Tl-le UJATER
<br />HEATER OR ELECTRICAL. PAN8.. (PER FeC 104.2.e.)
<br />
<br />i
<br />
<br />"4~-
<br />.~ . ~'.
<br />'" ~ .. -
<br />4..', CI tI
<br />
<br />BOX &TEEL LlNTEL& OVER ALL WINDOW
<br />AND DOOR CPENING6, NO i? REBAR
<br />REQUiRED ON BEAM6 UP iO 24'011
<br />Wlil-l NO MCRE TI-fAN bObLB6 PLF
<br />
<br />TRU55Eo:
<br />
<br />IF THe CONTRACTOR, TRUe.6 MANUFACTURE OR AN'!' OT\-4ER DE0616N PROFEOMIONAI... REVI!!>e T\-4e:
<br />TRU66 eY6TEM LAYOUT FROM THOeE eHOUJN ON THE5e: PLANe ARKAY ENGINEERING, INC Ie
<br />REOUIREO TO REVIEW ALL FINAL CONeTRUCTION DOCUMENTe FOR COMPLIANCE WITH mE
<br />D~6IGN INTENT PRIOR TO COMMENCEMENT OF' THE PROJECT
<br />
<br />OPTIONAL POWER BOX LINTEL PET AIL
<br />
<br />ExrERIOR WINDOWe . DOOR6:
<br />
<br />e" X e" x 10'1 KNOCK OUT BLOCK
<br />TOP COAR6E WliH I t& I-fCRllONT AL
<br />REBAR TIED TO ALL VERTICAL ROD5
<br />811
<br />~1
<br />
<br />
<br />
<br />:'4~-
<br />.0
<br />
<br />ALL EXTERIOR WINDOUJe , GLA5e DOOR6 OR ENTRANCE DOOR 6j.-lALI.. 6e: TEeTED IN ACCORDANce WIT~
<br />AN51/AMMA/NWU!DA tOl/le2 eTANDARD ANO aE:AR AN AMMA OR llJDMA LAeEL IDENTIF'!'INCs TI-lE MANUFACtuRE
<br />PERFORMANCE CHARACTERleTlce AND APPROVE:O PRODUCT tEeTINCs ENTIW
<br />
<br />ALL MULLIONe AND ADJACeNT DOOR/WINDOUJ A6e.S1i3Lle6 WALL eE 1EeT OR ENCsINEERfD TO TRANeFER
<br />I.S TIMEe TI-lE DE61GN LOAD& TO TI4E ROUGH OPENING e.U6eTRATe
<br />
<br />i
<br />
<br />ell X ell X lb'l KNOCK OUT BLOCK
<br />OVER POWER 6TEEL L1NTEL5, WITI-f
<br />1 EACI-f to REBAR IN THI5 COAR5E
<br />WHEN 5PAN OF LINTEL 15 OVER 12'4"
<br />
<br />INeT ALL ALl WINDowe AND DOOR AeeEl16L1Ee PER TI-le MANUFACTURe ANCHORINCs RECOMMENDATIONe
<br />TO ACj.-lIEVE Tl-le DEelCsN PRE5eURea. ePECIFIED
<br />
<br />ELEctRICAL, PLUMJ3ING, 4 MECI-4ANICAL:
<br />
<br />IN ACCORDANce WITI-l CHAPtER 411.003 (2) (J) OF Tl-le t"LORIDA ADM1NleTRATIve CODE. ELECtRICAL
<br />pLUMalNCs AND MECHANICAL. eyeTEM6 61-1ALl. 6E DE516NED 6'( THE REePECTIVE CONTRACTOR TO
<br />M,El:T ALl APPLICAeLE CODee. TI4~ ElECTRICAL. PLUM61NCs AND MECI1AN1CAL. eyeTEMe DRAWN HERON
<br />ARe 6A€>e UPON A DE61CsN PROVIDW a'!' TI-lE OWNER TO ADDREe.e Hie/I-lER REQUIREMENTe..
<br />
<br />OPTIONAL POWER 5TEEL LINTEL DETAIL
<br />
<br />ALl. ELECTRICAL OUTLETe IN 6ATHROOMe, KITCI-lEN, (UllTI-lIN ~' FEET OR elNKe>, CsARAG5 AND AT
<br />EXtERIOR LOCATIONe ~AL.L eE WIRED INTO A 6ROUND FAULT IN1ERRUPtER "GFI" CIRCUIT
<br />
<br />ell x e'l x I~II KNOCK OUT SLOCK
<br />TOP COAR5E WITI-I I t? 1-I0RIlONT AL
<br />REBAR TIED TO ALL VERTICAL ROD5
<br />ell
<br />~~/
<br />
<br />........
<br />. . 4
<br />'~
<br />
<br />AU. ELECTRiCAL. ourLere IN 6EDROOMe . FlxtuREe el-lALl. BE WIRW INTO AN ARC..J=AUI. T IN1ERRUP1ER
<br />"AFI" CIRCUIT
<br />
<br />eMOKE DE!tECToRe 6HALL 6E PLACE IN EACH 6EDROOM AND
<br />IN I-lALl. UJAY AREAe> .AOJACENT TO e!:DROOM AND OTI-lER LIVING
<br />AReAe
<br />
<br />I
<br />
<br />ell PRECA6T LINTEL BLOCK
<br />OVER ALL OPENINGe, I EACI-I
<br />.S REBAR IN Tl-lle COARea WHEN
<br />5PAN OF LINTEL OVER S'211
<br />
<br />
<br />eAf=Ery GLAZING:
<br />
<br />T~e FOLLOUJINCs 6HALl. Be: CON61DERED ~PECIFIC HAtARDOUe 1..0CA TION FOR TI-le PtlRPOee OF
<br />GLAZINCs
<br />
<br />(J) GLAZING IN eUJING OOORe, FIXEO AND 6LIDING PANa. Ot" 6llDING DooRe.
<br />Ae.5EMeLIEe
<br />(2) CsLAZING IN DOORe AND ENCL06UREe FOR !-lOT TU6&, WHIRLpOOLe, MUNAe. eTE:AM
<br />ROOMe., 6A THTUae AND eMOU!ERe. GLAZINCs IN AN'!' PORTION OF A 6UILDING WAL.L
<br />ENCL051NCs THE6E COMPARTMENTe Wl-lERE TI4E 60TTOM E:DGE OF TI-lE CsLAZINCs Ie LE6e
<br />THAN GO" A60VE THE DRAIN INt.ET
<br />()) CsLAZINCs IN INDIVIDUAL FIXED OR OPERABLE PANEl.. ADJACENT A DOOR U)~ERE
<br />THE NEAREeT VERtiCAl- EDGe Ie WIT\.!IN A 24" RADlue OF TI-ll: DOOR IN A CL06ED
<br />P061TION AND W!-lOee 60TTOM EDGE 16 LEe6 THAN ~o' A80VE TI-lE FINIe>I..j FLOOR OR
<br />WAL.KiNa 6URFAce
<br />(4) GLAZINCs IN AN INDiViDUAL t"lxeo OR OPERA6Le: PANEl- OTI-lER THAN THoee LOCAT10Ne
<br />Dee.cRI6ED IN ITEMe (2) AND (3) A60VE . TI-lAT MEETe All. OF TI-IE FOLLOUJING
<br />(A) EXPOe.EP AREA OF AN INDIVIDUAl.. PANE GREATER THAN ~ 6G. FT.
<br />(6) eotTOM EDGe LE56 THAN la" ASOVE THe FLOOR
<br />(C) TOP EDGe 6RE:A1ER THAN 3Q" AaOVE TI-l~ FLOOR
<br />(D) ONE OR MORe WALKINCs e.URFACE5 WITHIN 36" I-1ORIZONT ALL'!'
<br />OF TI-le PLANe: OF TI-le GLAZING
<br />
<br />OPTIONAL 5r ANDARD PRECA5T D1::1 AIL
<br />
<br />PRAI=TorOPPING:
<br />
<br />iN 51NGLE FAMI).. Y DweU-IN~e, DRAFT6TCPPII~~6 eJ.J,,6).!. Be PROVIOED ( P/~,R.tJJ.El- TO T14f' MAIN
<br />FRAi11NG Mt=.MelO.R~) IN FLOOR 1 CeiliNG AQ~jei..Ie:f!> e.llPARATiNCt UO;!Af':>t...a WACEf!>. DRAi"T~IOrP\NCt
<br />e,HALL 6e CON&iRUCTEO 6UCH THAT TI-le I"LOOR / CEILING A6e.EMeLe.'l' Ie 6ROKeN Ijf) INTO 1'LL/O o~ MO~l'!
<br />APPROXIMATED AREAe WITH NO AF<:eA GReATER tHAN SOO eO.FT.
<br />
<br />'S~ R. IZONTAL LINTEl. I!;> REBAR
<br />1< 25";;;..j
<br />
<br />~-~.. r,
<br />), \
<br />
<br />ATTIC ACCEo6:
<br />
<br />~I
<br />
<br />HOOK LAPe MINiMUM
<br />10" U.Jlnl 2 TIEe
<br />
<br />ATTIC 6PACEe eHALL eE PROVIOEO WITI~ AN INTERIOR ACCE5e OPENING NOT LE6e THAN
<br />n"X36". ACCEe.e OPENINCs el-lALL BE AcceeelBLE AND PROVIOE WITH A LID OR DEVice
<br />Tj.-lAT 15 EAe>Il-'!' REMOVEO OR OPENED. WI-lEN MECI-lANICAL EQUIPMENT Ie IN&TALLEO IN
<br />TI-lE ATTIC, IT eHALl- 65 INeTALLEO IN ACCOROANce WIT~ MECj..-lANICAL CODe..
<br />ACCE6e Ie NOT REQUIRED WI-lEN THe CLEAR I-lEIG~T OF TI--lE AHIC epACE , ME:AeURED
<br />AT TI-l!: ROOF PEAK Ie LEe.e THAN 24".
<br />
<br />
<br />FOOTEOR "!;> REBAR
<br />
<br />ROD CI-1AIRe --Yl2~'
<br />1< >l
<br />
<br />REBAR LAP DET AILe
<br />
<br />112" CDX OR Vl~" oe.a ROOF e.HEATHINCs
<br />NAIL.ED 6' OC ON ALL EDGE& AND IN mE
<br />FIELD WITH ~D NAIL&, ue.e eTEEl. PI... YCLIP& j
<br />AND *15 FELT WITI-l e.HINGLE&, RIDGe VENT
<br />Ae REQUIRED
<br />
<br />
<br />U~E (1) 61MPeON HET A20 TRue6 eiRAP
<br />POURED IN LINTa AT ALL. TRU660 BEARING
<br />LOCATIONe. EXCEPT Ae NOTW ON TRuee
<br />PLAN. FILl. ALl NAILa. HOLE60 UJITI-l 10D ><
<br />1 1/2" NAILe
<br />
<br />
<br />2X4 OR 2X6 WOOO eu6 WITI1 J
<br />ALUMiNUM WFFIT AND FAC6fA
<br />Tf<.JM
<br />
<br />eee LINtEL CHART
<br />
<br />ALUMN e.H. WINOOwe
<br />
<br />MAWNRY e.ILLe
<br />
<br />
<br />a" BLOCK WALL a'o' IN HEIGHT
<br />DECORATIVE CEMENTITOUO FlNIe" ~
<br />
<br />
<br />Ie. X 12" FOOTINGe Wit\.!
<br />(2) t!) RE6AR ON CHAIR&
<br />
<br />GROUND WIRe TO
<br />FOOTING RESAR
<br />
<br />MIN R-22 INe.ULATION
<br />IN ALL A HIC AREAe
<br />
<br />~ "" CElLING TYPE GYPOOM SOARD
<br />
<br />61NGLE BOND 6EAM WITH (1) os
<br />RE6AR CONTINUOU& TIED TO ALL.
<br />VERTICAl... RODe
<br />
<br />3/4" P.T. FURING WITl-l 3/4" TUI=F R
<br />IN6UL.ATION eOARD AND tn" GYP6UM
<br />
<br />
<br />TYPICAL 4" CONCReTE 6LA6 WIT~ WIRE MEe.H
<br />OR FleER MEel-l AND eo MILL VI6QUEEN OVER
<br />CLEAN COMPACT TERMI1E TREATED WIL
<br />
<br />60TTOM OF i=OUNDATION
<br />MINIMUM 12" eaoUJ GRADE
<br />
<br />*!) YERTICAL. Rooe FROM
<br />FOOTINGe TO 60ND BEAM
<br />WITH 24" LAP MINIMUM
<br />
<br />810" t3LOCK WALL DErAIL NOT TO eCALE
<br />
<br />6TEEJ.. Pi. YCl.IP6
<br />
<br />
<br />) 24' OC
<br />~ ~
<br />
<br />NAIl. WITI-1 l>D R6 NAIL6
<br />
<br />
<br />t .)
<br />. :J6'
<br />
<br />.
<br />. .
<br />
<br />"~6'
<br />..~
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />PLYWOOD NAIL PATtERN (ROOF)
<br />
<br />PLYUJOOD NAILED Ae e.l-lOUJN Ie DEelGNED TO
<br />WlTl-l En AND MAXIMUM UJIND LOAD RATING OF
<br />130 MPl-l
<br />
<br />INr erUD llJA1J_
<br />p.r. PLAt!: ANCI-lOREO
<br />Wlll-l eOLte AT 2411 O.C,
<br />
<br />4'1 CONCRI:l!: eLAe
<br />MIN. 2000 pel
<br />Ovl::R tRl:A rt:D
<br />COMPActED FILl.
<br />6>X6> 10/10 llJll.JM
<br />(OR EQUAL)
<br />
<br />
<br />4'1
<br />
<br />/
<br />/
<br />/
<br />.-
<br />---------../
<br />
<br />6"
<br />
<br />
<br />1211
<br />
<br />o
<br />
<br />I-IS Rt:eAR
<br />ON CI-lAIRe
<br />
<br />4' CONCRETE 6LAa
<br />MIN. ,~o P61
<br />OYE!<! TREA TEI)
<br />COMPACTED FILL.
<br />
<br />lOXlO 10/10 !l."JJM
<br />
<br />(OR EGlUAW
<br />
<br />'!; VERTICAL RE!3AI<
<br />
<br />I
<br />
<br />L-.
<br />
<br />t
<br />
<br />2-'!; Reo BAR
<br />ON CHAIR6
<br />
<br />
<br />q
<br />
<br />1__ 24"
<br />
<br />-L
<br />
<br />FIRE WALL MONO. INT aEARING FOOTINCs DETAIL
<br />
<br />12'1
<br />
<br />
<br />;>1<
<br />
<br />a"
<br />
<br />~
<br />
<br />NON LOAD al:ARING GARAGE I=OOTING
<br />
<br />
<br />INT eTUO llJALL
<br />P.T. PLATe ANCI-lORED
<br />llJITH 1/211 X a" ANCI-lOR
<br />60L T~ AT 2411 O.C OR 6/all
<br />X ,11 E><PAN~ION eOLT~
<br />
<br />411 CONCRETE eLA6
<br />MIN, 2&00 pel
<br />OVl:R TREA TEV
<br />COMpACTED FILL
<br />
<br />l
<br />
<br />6X6 10/10 WllJM l
<br />OR FIE3ERMEeH
<br />!
<br />. :"r
<br />
<br />j. ,
<br />. ,I'
<br />---------""
<br />
<br />a"
<br />
<br />
<br />lb't
<br />
<br />2-.& REI3AR
<br />ON CHAIRe
<br />
<br />5TRAP 5TUD5 TO PLA T!::5 U61NQ
<br />I EACH 61MP60N 6P2 AT iOP
<br />FILL ALL NAIl. HOLE6 llJlTH 10D
<br />X 1 1/211 NAILe
<br />
<br />0<::
<br />
<br />etRAP eTUD& TO PLAlee U&INa
<br />I EACH 61MP60N 6PI AT 60rrOM
<br />FilL ALL. NAIL HOLl:6 llJlTH 10D X
<br />I 11211 NAlle
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<br />all
<br />
<br />ARKA'!' ENGINEERING INC.
<br />6TRUCtURAL ENCsINEER6
<br />
<br />~
<br />
<br />LOAD SEARING GARAGE l==OOTING
<br />
<br />RICl-4ARD L. KIDDE'!' p.e.
<br />FLORIDA LICEN6e NUMBER 312~6
<br />
<br />I I-lERB'!' CERTIF'!' Tl-4AT Tl-4E~e PLANe AND ~PECIt=ICATIONe
<br />UJAe PREPARI:O 8Y ME OR UNDER MY DIRECT ~UPERVI510N
<br />ARe IN COMPLIANce UJITl-4 THe t=LORIDA 8UILDINCs CODe 2001
<br />FOR 110 MPI-l ( 3 e.ECOND GUeT > WIND ZONE - ~O MPl-l FAet~eT
<br />ePEED
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<br /> 0
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