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AAKAY ENGINEERING INC.
6T~ 1JJ;~e /'/~/~f
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ARB IN C<:>MPLIANCElWI'tH ma FlO~IOA auf~ OING C:OOB 2001
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fOORCI4 124
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TOTAL 2121
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GENE~AL NOTE€>:
Tl11& OOlLOINCi HA& 6EEN DE&I<SNED TO CONFORM TO n..1! FLOR'DA eu~ iNCi COOE 2001.
ARKAY ENGIlNEERINCi INC, A REG1&1~ LICEN&l!':O, FLCRIOA ~RCFE~~NAJ.. &TRUCTURAL
ENGIlNEERING COMPANY. I-IA& APPLIED I RATlONA!.. ANALY&I&" FOR Tl1= &TRUCruRAL DE&ICsN
OF Tl1:& &TRUCTURE ! 1
me OOIl.OING ( INCL\.lOINCi AU. COMPONENT& AND CLADDINCi& ~U ~ DE61CaNED FOR THE
FOUOWINCi 6UPERIMPO&Er> LOAD& .
FLoo~~ .
UVS LOAD& - 40 P.&.P.
OEAD LOAO& - 10 P.&.F.
GARAGe &.Aa.
UYI! LOAD& -!SO P.&.F.
OEAD LOAD& - 10 P.&.F.
ROOF.
!
UYE! LOAD& CTRU6& TOP CORD) - 20 P.&.F. , I
DEAD LOAD& ~ TOP ,CORD) - 10 P.&.P. 1& P.&.F. IJJHEN TILf. rOOF IN&TALlEP
UYI LOAO (~eoTTOM CORt)) - 10 P.&.F.
A&&UMfP ~ ~ ~T ( OEAD LOAD) - 1 P.&.". .
OOIl.OING J& DE&IGNEO TO CONFOR/1 TO A6CE 1-sa, CHAPTER ~. I~ER FLORIDA OOILOINCi
COOS 2C016eCTION ~6.1.1 ·
wINO.
WIND OE&IGN A&euMPTlON&.
aulLDINe) EXP06URE! - 6
OOlLDING I11PCRTANCE! FACTOR - 1.0 ( CATEOORY II)
M!AH ~OOP ~T 30' OR LE&&
~T . I!XPO~ ADJ.J&TMEN1& COEFFlC!ENT - to
ENCLO&EO OOIlOING
INTa:u-tAL PREeeuRE! COEffICIENT - . 1- 0.1&
&ES WIND &PEa:O INFORMATION &TATED ON PLAN&
rrpE! ~ CON&TRUCTION
Wll 6EARING << COMPACTION,
1
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fHE&I! PLAN& Il.ER.I! DRAU.N eAUt> UPON AN AUOUIAeu! &oIL !!EARl CAPACITY OF
2000 P.&.II.( HINJHUM ) n.lB CCNTRACTORIPROPERTY OWNER 1& RE6P<:? 61el.E FOR VERIP'rINCi
mAT n-lE! &oIL ON 1l-II! &lTI 1& P~OPERLY ~~EPAREP AND COMPACrep &uQ.l nlAT IT CAN
6UPPCRT A 2000 P.&.F. ~ATION LOADINe) !
ARKAY ENGINEERING INC. A REGrI&TEf<ED LICEN&EO FLORIDA PRCFE&&~
ENGINEERlOO COMPANY. DE&I<SNED n4E&1 FOUNDAT10N& WITl1O\Jf VI&lTI,
&Ill! NOR PERFORI1ING ANY &oIL lE&T1NCi
i
ARKAY ENGINEERING INC 6J.lAu. NOT BI! RE&f'ON&IBU! FOR n..1! &lTE &9 AeILlTY TO 6UPPORT
n.<1 elJlLDING LOAD& . 1
FOUNDATION' eLA6 - ON- GRADE NOTEt> s : I
eulLDINC1 &Ill &HAW.. ee ecRAPEO TO REMOVE! AU. ORaANJC MATERl4L&..
ANY ADDITIONAl- FILL PlACEO ON 1l4J! eullDlNCi PAD ARI!A, &IULL eeitMPACTfP
~ mAT it CAN AOEQUATELY &JPPORT A 2000 P.&.P. FOUNDATION L ADINCi. &LAe
~ ee PLACE! OYfA A 6 HIL VAPOR e~IER ON CLeAN ADEGUAt: Y COMPACTED
ANa TERHITE! POl&oNEO &oIL i
CONCRaTE! UT!L..llE[) IN n-lE! FOUNDATION AND &LAe& !HAll. HAvE A MIN\~ Z& DAY
COMF1CJE&&IYE! &~T14 ~ 2500 P.&.P. , I
I
REINFORCING &1EB.. &HAW.. el! URAP& 40 HINIMUM AND IDENTIFlfP IN ~p:>ROANCE
WlTl1 MTM A -61&. LAP &PlJCE&. l.I.I-lERE REGUIRED 6HALL eE A MlNlMJ'1''f ~~. FOR
~ RmAR , 30" FOR .. RmAR . >>" FOR .., Ra!AR ' !
i !
Pt..AN& ARI! ~EO FOR A HAXil'1JH &Ti3"fWALL ~I-4T OF 4 ~~& (AFT~
FINAL. &lTI! CaRADlNG) n.<E! CONTRACTOR OR eu!LDIN6 OWNER ~ D$~HJNII "..e
exACT &T~ALL ~T eA&i! UPON &lTII CONDITlON& PRIOR TO P~l~ n..e FOUNDATION
AND CONTACT ARKAY ENGINEERING I.LW:N MORE! mAN " CGl\..I1Q&E ARE rFlRED
A FOI.lNOATION euRYEY ~ 8E ~ERFORMEO ANa A copy OF n..E! #ev 6J.lAu. 8e ON &IT!
FOR fl.tI! elJILDING IN&PECTO~& \J&E , OR ALL PROP~TY MAR, K~&~, 8e I!XPoeED AND A
&tRJNCi &TRECTEO FROM MARKER TO HARKER TO VERFlY REQUI~ED : I eACK&
MAWNRY WAu..e: '
CONCRaTI HA&ONRY UNIT &HAW. eE! OOLlOW UNIT HA&O?-'RY IN ACCO~ANCE Wl11-4 MTH C-~
ANa ~ALL HAVI! MlNil'1JH P'H OF 1500 P.&.I.
l10RTAR 6J.lAu. CONFORM TO MTl1C .re AND 6HAU.. ee !1Tl4ER TY~E MOR &
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RElNFO~ING &TES.. &HAW. eE! GRADI! 40 HlNiHUH AND IDENTIFiED IN ~RDANCE
Wln4 A&THA--6\&. LAP 6PUCE& ~E REQUiJC.ED eMALl- eI A MINIl"llH ~F .~. FOR ~ RB3AR
30" FOR 'e. REBAR ANt> >>" FOR ., REaAR. II
G~OUT FOR TH& PauREO CaL& ANO L.INTa.& !HAll.HAVE A HAXIMJH #R&E ~EGATE &!ZE
OF 3/&" PLACEP AT & TO 11 INCH &lUMP AND HAVE A HINIMJH Z& DAY cpMPREU/YE! &TRENCa11-4 OF
2000 P.&.I. ( IJ.Il4EN TE&TEP PER A&1l1 C-101~ )
PROVIPI CU!AN OUT OPENING& ( 12 6a. IN. ) IN CaL& CONTAINING &PL~~ REINFORCEMENT. WEN
n-lE! GROUT PauA EXCEEP& & FEET IN ~T
ROOFING << FLA0J4INGe.
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auILPING COOl! 2COL FL.A&/-IING &PECIFIC 6ECTION ~1.3,g CONTRACTO~ OR OWN~ l"'U&T PROVIDE! UJt11-4
PLAN& &PEClFlC PROOUCT INFOR/1ATION DETAILING IN&TALlATlON OP ~~T TO MEET llilND DE&lGN&
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TIM16ER MATERIAle.
AU- TlMeER& MA TERIAL& &HALL ell M FOU.OI.l!&.
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LUMBER UTfLfZEO IN eoTTOH PLAT!" TOP PLATE& Poet. &ruD& PACK&AND eEAM&
eMAlL eE! "2 nuow PINI (OR BETTER) ,
!)<TERIOR ANO INTERIOR LOAD el!ARINa &T\.IO& &HAU. BE! "2 6Ff<UCE ~ 9R e&TTERJ
ALL O~ &'I".JO& &HALL ee "&T\.lO GRADe" ~I! &PACI! 16" OC. ALh~:'1-ICE& AT
TOP PLATe HlJ&T 9 MJNlH.lH 4'0" ANt> NAlLEO 4" OC WI1l4 120 COMMO~ flAlL&
1 I
P6L POeT !HAw. ee (l&1!) PARAU.AH P&L. HAT!RIAL& MANJPACTURE& ~Y TRU&&JOI&T
HACHIL.L.AN (OR EGUAU. &at PO&T euPPORT TAeL! FOR LOAD VA1..U1&r
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UJlTH &0 HAIL& &PACI! AT ). OC ALONG ALL HORIZONTAL JOINT& AND EffE&, 6" OC ALONG AI...L V~T1CAL
JOINT& AND EOGE& ANO 12" OC ALONCi AU INTERMEC>IATII &TUD& I I
AT OPetlNCi& ~'o- WIDe OR LARCaER &mAP I-+eAD~ el!AH TO me ~~"ER &T\.IO& UJlT14 (2) u&P OR &IMPeoN
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UJI'rn U&P OR &IHF&oN WTTl6 TEN&ION TIe. I i
INTEf<IOR &1\10 WAll& TO ell 0fI 2 X 4 "2 6FRUCE! OR eETTER WlTl1 &IN?~ 2 x 4 P. T.
P1NI! eoTTOH PLATS AND &~ 2 X 4 "2 &f'RUCE! TOP PLATE WITH &~& ePACW
HAXIHJM 2-4" OC. WAU& TO HAVE! In" GYPeuH eoARO I!ACJ.4 &IDl!. WITH fALI...& AT
GARAUI! TO ~AVE! HINIHJH R-Il INeuLATION ! .
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ANCHOR WOOO &HEAR \lJAU..& &E<aHENT& TO FOUNDATION Wln-l &IMP*I,L1T1Oe TEN&ION TIE! AT EACI-4
EN!) 01' WAll &e6MENT& AND AT ANY WALL &EGl'1ENf INTER&ECTION ( ~rLDINCi CORN~&)
1 '
AU. PLUMe lNG, B.ECTRlCAL AND MECHANICAl. R~ IN& HU&T eE! CO\1fLaTe. IN6PECTEP AND APPROVED
~IOR TO ~EQUE&TING n.l& FRAMING IN&PECTION. ' .
1
1JI OE&I~EP, EGlUIYAt.J:N1 CONNECtO~& HADS BY ANOTI-lER euPPLIER ~~Y ee U&EP IN PLACE! OF THE!
U&P OR &1MP60N CCNNECTO~& tMOUJN '
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Aa.REE& TO }-lOlD' HAAI'1L.U&, tO~. ANO Dfi1'ENO DE6~ FROM ALL ClAIM6, La & ANO
EXPIii'Nee& (iNCLWlN<) R!MOHA$.' ATfOAAiY fEE&) ARJ6iNG out OF OR REeuLtlNG ~ 11 Tl4I!
PROJECt. THII CE6~ER,lutLL iN.c.ooO 'Aim 4TTEHPT TO PROVtO& ~OR FREII CON~~T1ON
DRAiW'lG&, eut IN t1-lII iEYiNT ~& OCOJR n411 Ce61GN&:R I.lIIU. HaT U L!Ael.! FOR ff6T OF
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PER YOUR MANUFACTURE& IN&lRUCTIONe
TO MEEr WIND LOAD& AND COMFREe&ION&
RATING& FOR YOUR JOB LOCATION. ALL
ANC~R ~REUJe> MU&T PENelRATe BLOCK
WALL A MINIMUM OF I 1/4- AND T~ERE e~ALL
BE A MAXIMUM 1/4" epACE BETWEEN BUCK
AND DOOR JAMB
INITIAL eolL POI&oNlNG TReATMENT eMAU.. 8E DONE AFTER All EXCAVATION
BACKFILLING' COHPACTING ARE! COMPU!rE (~ER Fee 1&16.1.U
ATTAC1-4 MINIMUM 3/411 P.T. BUCK
elRIP TI-4AT 1& T~E MINIMUM WIDTI-4
OF DOOR FRAME U&ING .O~1Xl 3/a-
T - NAIL& MAXIMUM 10. OC.
ANY eoL DI&~eEP AFTER THE INITIAL T~eATMENT ~AU.. ee ~ TREATED
( INCLUDING ANY eoXEP OR FORHED ARI!A&) (PER Fee 1&161.2.)
eoXfP AR!A& IN TI-lE! CONCRETE &.Aa FOR IN&T AUA TION OF TRA~& &HAll. 8e MADE
WI~ PERHAMENT METAL OR P\...A&T1C FORM&. ~ERMAMENT FORI'1& l"'U&T eE OF AN ADEGlUATE
6!ZE . DEPTl1 TO B..iHINATE ANY DI&ThRaANCE! OF T~e eolL AFTER T~E INIT!Al TReATMENT
(PER Fee 1&1&.1.))
A MINjJ"1ljH 6 MIU VAPOR BARRIER HlJ&T ee iN&TAUEP TO PROTECT AGIAIN&T RAINFALl
DILUTION IF RAlNPALI... OCCUR& eEFO~ VAPOR eARRIER PLACEMENT, RE TREATMENT ~ALL
eE REQUIREO (P~ Fee 1&~6.1.4)
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AU. 6U1lD1NG& ARE REGlU1RfP TO HAVE A P~E! CON&TRUCTION TERHITE TReATMENT
(PER Fee 1& 16. I. 1)
CAULK DOOR FRAME PER YOUR
MANUFACTURE& RECOMMENDA TION&
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DO
DO
AFTER AU. WO~K 1& COMPL.ETE ANY Loo&!! ll.lOOD ANO FILL l1l.I&T eE REMOVED FROM
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TRAP eoxE&, FORM&, &HORING AND ANY OTHER CaLULO&J! CONTAININGI MATERIAL&
(~~ Fee no).I.))
NO \lJOOO YEGETATION, &'NHF&. CARCeOARO. TRA6H. ETC, 6J.lAu. 8E! BURIEO WlmlN 1&' 0"
~ ANY 6UIL.OINa OR ~ROPO&fP 6UILDlNG (PER Fee 23031.04)
ANY CONCRETE! OVER POUR MORTAR OR &1'\JCCO MAl~'AL& ALONCa n..E! FOUNDATION P~IMET~
HlJ&T eE REMOVED PRIOR TO !)<TERIOR eolL TRl!ATMENT (PER Fee 1&1".1.')
!)<TERIOR &oIL TREATMENT HlJ&T ee APPLIEO UNOER ALL !)<TERIOR CONCRETE OR CaRADE
UJl1l41N Ii' 0fI TJ.IE &TRUCT'URE! &IDe WAU& (PER Fee 1&16.1.6)
AN !)<TERIOR v~llCAL CM:MICAL 6ARR'~ &HALL 8E IN&TALl...EO APT~ CON&TRUCTION 1&
COMPLETe ( INCLUOING LANOecAPING AND I~RI<SA TIOW ANY &OIL DI&TUReEO AFTER n.<E!
VERTICAL BARRIER 1& APPLIED. &HALL eE! ReTREA1ED (~ER Fee 1&16.1.6)
BLOCK
DOOR A TT AC~MENT DETAIL
IRRIaATION I 6FRINKLER &YOTEM& INCLUDINCi All. RI6ER& AND &PRAY 14EAD& 6J.lAU NOT 8E
lNeTALlED UJtTH 12- Ofl n-lE! BIJILDINa 6IDBJ,JAll.& (PER Fee l!O).".4)
CONDEN&ATE! AND ROOF DOWN &POUT& Dl&cl-lARCae AT LEA&T 12" AWAY ~OM T~e 6U!LDING
61DE! WAU& (~ER Fee 1~).04.4)
THE DI&TANCE! FROM n-lE EXTERIOR WALL COVERING ( EXCEPTION&. PAJNT AND DECORATIVE
CeHENTlTlOU& FINI&J..f LE&& THAN ~/&" n.<ICK AOHEREO DIRECTLY ONTO fHE FOUNDATION WALU
AND PINAL EARTl1 URAPE 6HAU.. NOT eE LEU n-lAN 6" TO AUOW FOR IN6PECTION FOR FUThRE
T~MITE INFE&TATION& (P~ Fee 140).1.6)
A I C~TIFICATI! OF COMPLIANCE- &HAU eE IUUED TO n-lE aulLDING DEPARTMENT BY A LICEN6ED
PE&T CONTROL. COMPANY 8EfORE A I CERTIFICATE! OF OCCUPANCY WIU 8E 166UfP. T~E CERTIFICATE
&HALL &TATE. (PER Fee 1&1&.1.1)
I mE 8UILDINCi HA& RECEIVED A COMPLeTE! TREATMENT FOR THE PRevENTION OF 6UaT~RANEAN
TERHtTE&. fl.tI! T~EATMENT 1& INACCCRDANCE WITl1 n.<1! RULE& AND LAW& OF n4E FLORIDA DEPARTMENT
OF AURICUL.1'I.IRE! AND CON&uMER& &ERvICE&
A PERMAMENT &IGN Tl1AT IDENTlFIE& me TERMITE TReATHENT PROVIOER AND NEED FeR RE IN&PECTICN
AND TReATMENT CONTRACT RENBlJA!. 6J.lALl- 8E! PROVIDED. n.<e 61CaN 6J.lAU.. 8E PO&TED NEAR n..E lliATER
~EATER OR aB:TRICAL PANs.. (PER Fee 104.2.6)
GARAGE DOOR TO ae REINFORCED
10 MEEr WIND LOAD AND COMFREeelON
RA llNGe FOR YOUR JOB LOCA liON.
CEILING RAFTER
e
ALL lRACK AND I-4ARDWARE eECURED
FER MANUFACTURE ePECIFICA TION& TO
MeEr WIND LOAD AND COMP~EeeION
RA1ING& FOR YOUR JOB LOCATION
TRueeet>:
IF mE CONTRACTOR, TRU&& MAt-lJFACTURE OR ANY OT~ER DE6IUN ~RCFE6610NAL REVI6E THE
TRU&& &Y&TEl'1 LAYOJT FROM TI-106E! 6I-lOWN ON fHE6E PLANe ARKAY ENGINEERIN6, INC 1&
REQUIRED TO RSVI8JJ ALL FINAL CON&T~TION DOCUMENT& FOR COMPLIANCE WI11-4 T~E
DE&IGN INTENT PRIOR TO COMMENCEMENT OF THE PRO.JECT
e
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4>
4>
MINIMUM 2 X 6 P.T. elDE AND TOP PLA1E
A1TAC~ED TO BLOCK WALL UelNG 112. X a"
ANC~R 60Lle OR 5/8" X ,- EXPANelON
60L T& 4 EAC1-4 elDE AND TOP 24" OC
EXTERIOR WINDOWe , DOORe:
e
AU EXTERIOR WINDOW& . c.L.A6& DOOR& OR ENTRANCE DOOR &HALl- 8E TE&TED IN ACCORDANCE U)IT~
AN&VAHI1A/NU.WDA IOV1&2 &TANDARD AND eEAR AN AMMA OR \.lJDMA LA8a. IDENTlFYINCi n-lE MANUFACTURE
PERFORMANCE Cl-tARACTERI&TlC& AND APf='ROVED PRODUCT TE&TlNCi ENTITY
4>
ALL MUll.lON& AND ADJACENT DOORIWINOOUI A66EMeL!E& WALL eE TE&i OR ENGINEERED TO fRANe.fER
1.& TIHE& THE DE61GN LOAD& TO THE ROUGH OPENING 6Ue&TRATE
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M,EET ALL APPUCAaLE! COOE&. THE B.ECTRICAL., Pl.IJI'1aING AND MECHANICAL &Y&TEH& DRAUJN ~ERON
ARE eM!! UPON A DE&IGN PROVIDEP BY n-lE! OUJNER TO AODRE&& HI&/HER REQUI~EMENT&.
AU. B.ECTRICAL OUTLiT& IN eATHRooM&. KITC~EN.lWlTl4IN 6' FEET OR &INK&). GARAGE AND AT
!)<TERICR LOCA TlONe 6J.lALL Be W:RfP INTO A GROUND PAUL T INTERRUPTER "GFI" CIRCUIT
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FOR YOUR JOe LOCATION
6AFETY GLAZING,
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(2) GLAZlNCi IN DOO~& ANa ENCLO&..lRE& FOR HOT 1'1.lf!&. WI-lIRLPooLO, &AUNA&, &TeAH
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fI.IAN 60" AeOYI! Tl4E! DRAIN lNU!T
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WINDOW HANUFACTURE& &PECIFIC
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LOAD AND COMFRE&&ION RA TINa&
FOR YOUR JOB LOCA lION
DRAFT6TOFFING,
IN &1NCiU! PAMILY 0\l.lS..L1NCi&. ORAPf&TOPPING& 6J.lAu. eE PROVIDfP ( PARAllEL TO me MAIN
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ATTIC 6PACE6 6J.lAu. ee PROVIDED WI~ AN INTERIOR ACCE&& OPENING NOT LEU fl.lAN
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WOOD WINDOW ATTAC~MENT DETAIL
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