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\.;7 [;E'"'ECTOR 0 CANt eAU. "')<" ,''ii !
wee (1) &iMFWN 4ET A20 TRU6& &TRAF
PO...RED IN LINTel AT ALL TRU6& eEAR;NCo
LOCAT01'.& EXCEPT A& NOTED ON TRI.J6& I
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IT WILL aE T~ RE6FON6IaILITY OF TI-lE CONTRACTOR
/OUJNER TO PROVIDE DOCUI'1ENT& ~INU THAT ALL.
WINDOWe AND DOOR& ON TI-l16 6FECIFIC JOa MEET THE
DE&IGN PREe.e.uRE6 &T A TED ON PLAN&.
WIND PEeluN FREeeuRE ecHEDULE
OPENING PO&ITIVE NEGATIVE
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(H) 20.61 -26.'!4
(I) 21.10 -2'!.1O
(J) 21.10 -23.~
(K) 21.00 -23.~
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~E DE1'ECTOR6 eHALL eE PLACE ,N EAO-< ea;.ROOM AND-W ~f
TO eE:PROOM AND O~ lIViNG. AREA&
MIN "'.30 it-.WLATION
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ALLWORKSHALLCOMPLY~~ALL
PREV AlLING CODES, FLORIDA BUILDING
CODE.. NATIONAL ELECfRlC CODE AND
CITY OF ZEPHYRH1LLS ORDINANCES
RICI--lARD l.. KIDDey P.E.
FLORIDA LICEN~E NUMBER 3'W6
, HERey CERTIFY TI--lAT THE~E PLAN& AND e.PECIFICATION&
UJA6 ~EPARED 6Y ME OR UNDER MY DIRECT &.lPERvl&ION
ARE IN COMPLIANCE WIT~ THE FL.ORiDA BUILDINU CODE 2001
FOR 110 MP~ ( 3 ~ECOND u.u&T ) WIND ZONE - ~ MP~ FA6tE&T
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LEGEND 30
GARAGE RIG~T
LIVING
GARAGE
PORC~
1239
280
160
TOTAL
161<a
LOT 4 ePEC
DRIFTWOOD
pc;,
1- OF 4
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I LINTEL LOAD C~ART ( 16" DEEP eECTION )
-'-T--~--'--'-'-- -
CLEAR ~AN CONCREiE U lINiEL "POWER" ME~-~- - , "POWER" &iEEL
I BOX LiNiEL
r . 6" 4~1 PLF ( UNFILLED ) 1010 PLF L.2 ~60 PLF
2' - 2" 34}S PLF ( UNFILLED ) U26 PLF L-2 -i~u:::;--j
-~ --~--~_." -- ----- -~- ,-----~----- - - . ~...~_._"
2' - 6" 1111 PLF ( UNFILLED ) ~2% PLF L-2
3' - 2" 2332 PLF ( UNFILLED ) 4-~8 PLF 1..-2 _+ _4.>13 PLF '~j
i --- .--- - -- .-'- _. --._---~
, 4-' - 0" 1&3~ PLF ( UNFILLED ) 3535 PLF L.2 , 36~~ PLF
i I t-- 3288 PLF - ,
1 4' - 6" I 1624 PLF ( UNFILLED ) 3154 PLF L-2 !
5' . 2"
! 213~ PLF ..
1 2Z11 PLF ..
~
I 2146 PL.F L-2 .. ---~-t~-~~------~
_____~-~ PL~~-~"_ -~----i 2400 PLF" __~
I 2114 PLF .. I
I --~.~
m3 PLF .. I
'-------+---~------
1~4 PLF ..
6' - 2"
, " - 0" \~1 PLF .. 2025 PLF L.2 ..
i I
, e' .0" 1 r23 PLF .. 1~b& PLF L.2 ..
I i
I -------~
I ~' - 2" l4&~ PLF .. lS4S PLF L-2 ..
10' - o' I \354 PLF .. 14!4 PLF L-2 ..
I _ _~__~~~__ ___o_~_
10' . e" l211 PLF .. \325 PLF L-2 ..
II' - 2" 1 1200 PLF .. '230 PLF 1.-2 ..
+----~---,-, -
12' - 0" 11O~ PLF ..
12' - e" 1044 PLF ..
13' - 4" 13~ PLF .. P
141 _ 011 1321 PLF .. F
16' - 0" 1152 PLF .. P
:&' - 0" 1 1016 PLF .. P
18' - 6" ~T1 PLF .. P
20' - 0" e16 PLF .. P
22' - 6" l&~ PLF .. P
,
I
181~ PLF ..
-- . ---t-----------------
, 11\0 PLF ..
--+-----.,-------
, !6~ PLF ..
-~--+--- -------_._~
111e PLF L-2 .. +----,=15 PL~=--_~
1116 PLF L-2 .. ,1436 PLF .. ~
13&1 PLF 1..-2 .. &l. - I L______~3t>4 PL~:.____u~
1321 PLF L-2 .. &L - I+--- I~~ PLF .._____~
1048 PLF L-2 .. &L - 1 I li31 PLF .. I
----t--~- ----1
626 PLF L-2 .. ~L - I I ~ PLF .. I
------t-------- ------. ~
110 PLF L-2 .. ~L . I ' 6~3 PLF" I
6~ PLF L-2 "~L---: IU--~-l&4 ~LF-..-----1
--~---'r- -~
~23 PLF L-2 .. &L - I ' 606 PLF"
DENOiE& 's REBAR x CONT, PLACED iN BOiiOM Co...R&E AND
'6' DEEP BEAM POURED ~L,D U.Jli~ 2500 P&I CONC~ETE.
.. P - DE,NOiE& PRE &i~EUED U LINiEL u.Jti~ 's ~E8AR X CONi.
PLACED IN BOTTOM CO\..R&E . 16' DEEP BEAM POURED ~LID
~IT~ 2500 P&I CONCRETE
.. ~ - DENOil:e, IN BOiiOM COURe,E . (6) - S I 16' e,MOOi~ &iIRRUP&
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ACs"EE& TO HOLD ..AR1"1LE6e, IDEMN,F'!', AND DEFEND DE&ICsNER FROM AU.. ClAll1e, !.06*e AND
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A..L FIXTU~E LCCA iO~S ML..5'" BE VERIF ED FROM I=..OOR P...A~
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ARKA'r ENGiNEERING INC.
&iRUCT'URAL ENGINEERe
RICHARD L. KIDDEY p,e.
FLORIDA 1..ICEN6E NUMBER 3m6
I ~EReY CERilFY Tl-'AT i~E&E PLAN& AND epECIFICAiION&
LUA6 PREPARED 6'1' ME OR UNDER MY DIRECT e.uPER'rlle,ION
ARE IN COMPLIANCE UJITI-l il-lE. FLORIDA BUILDINes CODE 2001
FOR 110 MPH ( 3 eECOND CSOOi ) W(ND ZONE. '!O MPI-l FA6iEei
e,PEED
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LEGEND 30
GARAGE RIG~T
LIVING 123g
GARAGE. 280
PORC~ l~O
TOTAL
'~1g
LOT 4 eFEe
DRIFTWOOD
FG
2 OF 4
ARKAY ·
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MEC~ANICAL PLAN
THE CLIEl'-IT UNDER&-AND& THAT ....E DE&I(j,NER CARRIE& NO L'A8,urr IN&I.RANCE AND TH~""EFCRE
AU~EE& TO HOLD I-iARl"1LE&&, IDEMN ,I'Y , AND DEFEND DE&IGNER FROM ALL CLAIM&, LO&eE& AND
EXPEN6E& (INCLUDING REA60"lAeLE ATTORI'-.E'r FEE&) ARi61NU OUT ~ OR REeu.. TlNG FROM Tl-4E
PROJECT. THE DE6KiNER WILL iN GOOD FAIT1-4 ATTEMPT "'0 PROV'IDE ERROR FREE CON&TRUCT10N
DRAI1Jn-.c.&, aJT iN THE EVEl'-IT ERROR& OCCUR Tl-4E DE&IGNER WILL NOT 8E L'AeLE ~R coaT OF
REPAlfi<& OR DElAY' "'0 THE CON&TRUCTION
~
1
5TUO 5PACING '<0 (2) 2 X 4 (2) 2 X 4 (2) 2 X 0
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2 X 4 JJE6 61...0CK5 NAilED IN 6ETU./EEN
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TYPICAL ELECTRICAL RI5ER DIAGRAM
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&TRUCTURAL ENulNEER&
R~ARD L. KIDDEY P.E.
FLORIDA LICEN6E NUM8ER )mb
I HERBY CERTIFY T~AT T~E6E PLAN6 AND 6PECIFICATION&
LUAe PREPARED BY ME OR UNDER MY DIRECT 6IJPERYi&ION
ARE IN COMPLIANCE WtTI-4 T~E FLORIDA 8U!LDINU CODE 2001
FOR 110 MPI-4 ( ) 6ECOND oo&T ) WIND lONE . ~ ~PI-4 FA&TE&T
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LEGEND 30
GARAGE RIG~T
LIVING
GARAGE
PORC~
123<a
280
160
TOTAL
161~
LOT 4 efOEe
DRIFTWOOD
PG
3 OF 4
ARKA Y ·
GENERAL NOTES:
T~i& Bi;ILDiNc. I-1A& BEEN DE&IGNKJ TO CONFORM TO THE FlORIDA BUILDiNG CODE 2001.
ARKAY ENGINEERING INC, A RECsI&T~ED LICEN&ED, FLCRIOA PROFEUIONAl- ~TRUC1\;RAl-
ENGiNEERiNG COHPANY, !-lA& APPLIED' RATIONAl- ANALY616' FOR THE e.TRUC1\;RAL DE6iGN
~ T~'6 6TRUCruRE
'';e
THe BUILDiNG ( iNCUJDING ALL COMPONENT6 AND CLAODINc.6 &~ALL BE DE61C2NED FOR Tl-4E
FOuOJJiNG e...FERIMP06ED LOAD6
I=lOCR6,
LJVE LOA.C6 - 40 P,6.F.
DEAD LOAD-6 - '00 p,6.F.
CsAru.G.E ~.
l-lvE LOAc;.& - 50 p,&.F,
DEAD LOAC-6 - 00 P,6,F,
ROOF,
WIND,
LivE LOAD& (TRIJ6& TOP CORD) - 20 p,&.F,
DEAD LOAO& (TRIJ6& TOP CORD) - 10 p,6.F, \8 p,&,F, -uHEN TILE ROOF IN6TALLED
I.NE LOAD (iRU&6 BOTTOM CORD) - 10 p,&.F,
A6&UMED TRIJ6& eB..1= '.liEI(S>.<T ( DEAD LOAD) -, p,6,F,
BUILDiNG 16 oe61GNED TO CONFOI"oCM TO AeCE '-%, CHAPTER 0: PER FLCRIDA BUILDiNu.
CODE 2001 eECTION 1606,1.1
WIND DE6iGN A6eUMpTION6,
BUILDING EXpOel.;RE - 6
BUILDING iMPORTANCE FACTOR. 1,0 (CATEC:.ORY II )
MEAN l"oCooF HEIGo...T 30' CR LEM
'-'EIGl-lT . EXPOeuRE AD.h6~ENT& COEl"FICENT , 1,0
ENCL06ED BUILDING
iNTERNAL. PI"oCEe6URE COEFFiCIENT. , I - 0, a
&EE WIND epEEP INFORMATION lHATED CN PLAN6
T.,.-PE ~ CON6TRUCTION
eOIL BEARING ~ COMPACTION:
",'Ii
THE6E PLAN6 ll!ERE DRAWN BA&ED UPON AN ALLOWAeLE WIL BEAI"oCING CAPACIT'r OF
2000 P,&.I=.f MiNIMUM) Tl-<E CONTRACTOR/PROPERT'r OWNER 16 RE&PON8IBLE FOR vERiFYING
THAT T\-lf! 60IL ON Tl-<E enE 16 PROPERLY PREPARED AND COMPACTED e.tlCH THAT IT CAN
&iPPORT A 2000 p,&.F, FOUNDATION LOADiNu.
ARKAY ENGlNEERING INC, A RECs'6T~ED LICEN6ED FlORiDA ':>ROFEMiONAL. MRUCTI.~RAL
ENUiNEERiNG COHPANY, DE6iGNEO T...E6E FOJNDATION& iJ.JITl-lOUT '1'161TING Tl-4E CON&TRUCTION
&lTE NOR PERFORMING ANY 60IL TE6m-lGl
ARKAY ENGIl-IEERING INC ~ALL NOT BE RE6f'ON6IBLE FOR THE &ITE 60lL AeILITY TO e.uPPORT
THE BUILDiNG LOAD6
FOUNDATION ~ eLAB - ON- GRADE NOTEe :
BUILDING &ITE ~ALL Be &cRAPED TO REMOVE ALL OFCGANIC l"'ATERIAL61,
ANY ADDITIONAL. FlU- PLACED ON T~E BUILDING PAD AREA, ~ALL BE COMPACTED
6UC~ n-.AT IT CAN ADeauATB..Y 6UPPORT A 2000 P,6.F. FOUNDATION LOADING. 6LAB
&HALL BE PLACE OVER A 6 Mil vAPOR BARRIER ON CLEAN ADEQUATB..Y COMPACTED
AND TERMITE POI6ONED 60IL
CO~ETe UTILIZED IN THE FOUNDATION AND 6LA86 ~HALL HAvE A MINIMuM 28 DAY
COMPREMIVE ~TR~u.m OF 2~ p,6.F.
RElNFORCINc. &TE8- ~ALL BE u.RADE 40 MiNIMUM AND IDENTIFiED IN ACCORDANCe
Wlm A611'1 A -61~. LAP 6PLlcee., WHERE REQUIRED 6I-lALL BE A MINIMUM OF 2~' FOR
tS I"oCEeAR , 30" FOR .0 REeAR . :v.,' FOR ., REBAR
PLAN6 ARE ENGINEERED FOR A MAxiMUM ~TEMWALL I4E1Ul-lT OF " COUR6E& ( AFTER
FINAL &ITE C2RADlNCt) TI-lE CONTRACTOR OR BUILDING OUJNER ~AL.l.. DETEI"oCMINE TI-lE
EXACT &TEHWALL HElOOT BA6E LlPON 61TE CONDITION6 PRIOR TO POURING Tl-4E FOUND A TION
AND CONTACT AI"oCKAY ENGINEERING WEN MORE mAN" COUR6E ARE REQUIRED
A FOUND A TION &iRylf'( ~ALL 6E! PERFORMED AND A copy OF THE &iRvEY ~ALL BE ON enE
FOR THE BUILDING IN6f'ECTOR6 U6E , OR ALL FROPERTY MAI"oCKER~ ~ALL BE EXP06eo AND A
&TRINu. &TRECTED FROM MARKER TO MARKER TO,tERFIY REQU:FCED eET BACK6
...i'
,~
MAWNRY UJALLe:
CO~ETE! MA60NRY UNIT ~ALL BE ~U-OW UNIT MA60NRY IN ACCORDANCE l'uITH A6~ C-<x;l
AND ~ALL HAvE MINIMUM F'M OF ~ P,6.1.
MORTAlQ ~ALL CONFORM TO A6THC -110 AND ~ALL BE EITI-<ER TYPE M OR e.
REINFORCiNG ~TEB.. ~Au.. BE u.RADE 40 MINIMUM AND IDENTIFIED iN ACCORDANCE
w,~ A611'1A--6~. LAP e.f>LICE~ ll.Jl.1ERE REQUiRED 6I-lAu.. BE A MINIl'1.JM OF 2~' FOR ~ REeAR
30. FOR .6 REeAR AND :v.,. FOR ., REeAR.
C2ROUT FOR T14E POURED ceue. AND LINT8-& ~ALL HAvE A MAxIl'1.JM COJR6E Au.c.FCec.ATE 61ZE
~ l/8' PLACED AT & TO 11 INCI-1 &LuMP AND HAVE A MINiMUM 28 DAY CO~1FREMIYE ~TRENGm OF
2000 10.&,1. ( UJI.4EN TE6TED PER A611'1 C-IOI~ )
PROVIDE CLEAN OUT OPENINc.6 ( 12 &G. IN. ) IN ceue. CONTAINING 6PLICED I"oCEINFORCEMENT, WHEN
THE GROUT F'OUR exCEEP6 ~ FEeT IN t4EI(S>.<T
ROOFING ~ FLAe~INGe:
RooFINu. &Y&TEM AND Fl.A6l-ifNu. A6 ~TATED IN PLANe. l1U6T CONFORM TO 04APTER i5 OF THE FLORIDA
BUILDING CODE 2001. Fl.A6l-i1NU e.f>ECIFIC e.ECTION 150',).~ CONTRACTOR 01"oC OUJNER MU6T PROVIDE WITH
PLAN6 6PECIFlC PRODUCT INFORMATION DETAiLiNG IN6TALLATION OF PRODUCT TO MEET WIND DE&IUN&
~ T~16 e.er OF DRAUJING&.
TIMBER MATERIALe:
f_\.
Au.. TIMBER6 MATER!AL6 6HALL Be A6 FOU-OJ!8,
LVL BEAM& ~ALL BE (1.~EJ MCALLI6TER LVL MATERiAL6 MANUI=ACT1..FCE:O BY TRu&6 ...o1&T
MACMIL.L.AN ( OR EQUAU
LUMaER UTiliZED IN BOTTOM PLATE. TOP PLATE& P06T, 61\;0& PACKe. AND BEAM&
6l-lALL Be t'2 'I' euow PIN! (OR BETTER)
EXTERIOR AND INTERIOR LOAD BEARING &TUD6 ~ALL BE 1'2 6PRUCE ( OR BEiTER)
ALL OTl-<ER 6TUD& ~ALL Be '&TUD CsRADE' 6PRUCE 6pACE 16" OC. ALL e.f>LiCE& AT
TOP PLATE Mti6T BE MINIMUM 4'0' AND NAILED 4" OC WITH '2D COMMON '~AILe.
pel P06T ~Au.. BE (l.aEJ PARAUAM P6L MATERIAL6 MANllFACTURE& 6'1' TRu&6...o,&T
MACMILLAN ( OR EQUAL). 6EE p06T 6UPPORT TABLE FOR LOAD vALUE&
EXTER!OR WALL& ~ALL BE CON6TRt.JCTED WITH \12. PLYWOOD OR '/16" O,6,B, ( 2-M~ RATING) NAILED
WIn-. W NAIL& &PACE AT )' OC ALONG AU- ~RIZONTAL ...oINT& AND ED~E6, 6" OC ALONu. ALL vERTICAL
JOINT& AND ElXsE& AND '2' OC ALONG ALL INTERMEDtA TE 6TUDe.
AT OPENINCt6 ~'o' WIDE OR LARu.ER 6TRAP HEADER BEAM TO n4E !-lEADER &TUD6 WITH ('2) U&P OR 5iMPWN
L6TA2-4 6TRAP TiE& AT ~ END 01= HEADER BEAM. ANCHOR BOTTOM OF I4EAOER 51\;06 TO FOUNDATION
WIT~ u&P OR 61MP&ON HTTI6 TEN&ION TIE.
INTERIOR &TUD WALL6 TO BE OF 2 X 4 "2 e.f>RUCE OR BETTER ilJlTH 61Nu.LE ~ X 4 P,T,
PINE BOTTOM PLATE AND 61NGLE '2 x -4 t'2 e.f>RlXE TOP PLATE WITl-4 ertJD~ &PACED
MAxiMUM 2-4' OC. WALL6 TO HA'I'E In' C2YP&iH BOAFCD EACt. &IDE, Il)1TH WALLI!> AT
(;ARAYE TO HAvE MINIM.JM R-II iN6ULATION
ANCt-lOR WOOD ~EAR WALL& 6ECsMENT& TO FOUNDAT!ON WITH &IMP6ON LTT208 TENe/ON TIE .1T EAC~
END OF WAu.. 5EGMENT6 AND AT ANY WALL eECsMENT iNTEI"oCe.ECT10N ( 81JILDiNG COI"oCNER&)
'",-
ALL PLUMBING, ELECTRICAL AND MECl-lANICAL ROl.lUl-l 1N6 MI..i6T BE COMPLeTE, iN&PECTEO AND APPl"oCovED
PRIOR TO REaUE6TING THE FRAMINCt IN6PECTION.
11= DEe-IRED, EQUiVALENT CONNECTOR6 MADE 6'1' ANOTHER 6UPPLIER MA-r BE IJt>ED iN PLACE OF THE
U&P OR 61MP&ON CONNECTOFC6 6i-iOUJN
'!Ha CLIENT UNDER&TANP& Tl-<AT THE DE&lUNER CARRIE& i';O LAe'U1'-r INOORANCE AND Tl-EJitEFORE
AUREE& TO l-lOLD ~RMLE&&, iOEl"NlF'l'. AND DEFEND DE&IUNER FROM ALL CLAI1"'&. L06eE& AND
EXPEN6E& ((NCLUDI~ REA60NAel..E A1'TORI\&'!" FEE&) ARI&INU OUT OF OR REWL TING FQOM THE
F'fi(OJECT. n-lE DE&lUNER WILL IN CioOOD FAI'" ATre--;PT 1'0 PROVIDE ERROR FREE CO"-&mUCT\Ol-.
DRA~~&, ~JT I'to< T\.E EVENT ERROR& OCCUR n4E DE&lU"-ER WILL NOT eE L'AelE FOR coeT OF
~A~~ OR DELA'" 1'0 1"\-IE CON&TRUC1'\ON
1
eOIL TERMITE TREATMENT:
INITIAL 60IL POI60NINc. TREATMENT ~ALL BE DONE AFTER ALL EXCA'I'ATION
BACKFILLiNG' COMPACTING ARE COMPLETE (PER Fee 1816.1.1)
ANY 60IL DI61\;RBED AFTER THE INITIAL TREATMENT ~ALL BE RE TREATED
( INCLUDING ANY BOXED OR FORMED AFCEA6) (PER Fee 1&161.2.)
BOxED AI"oCEA6 IN THE CONCFCETE 6l.A8 FOR IN&TAL.LATION OF TRA-P& 6I-lALL BE MADE
Wt~ PERMAMENT METAL OR P!..A6TIC FORM6. PERMAMENT FOI"oCM& MU6T BE OF AN ADEQUATE
61ZE . DEPn-. TO 8-IMINATE ANY DI6'T't.lRBANCE OF THE &OIL AFTER THE INITIAL TREATMENT
(PER Fee \816.1.3)
A MINiMuM 6 MIU- VAPOR BARRIER MU&T 6e IN6iALLEO TO FFCOTECT AUAIN&T I"oCAINFALL
DilUTION IF RAINFALL OCCUR& BEJ=ORE vAPOR BARRIER PLACEMENT, RE TREATMENT ~ALL
BE REQUIFCED (PER Fee 1816.1.4)
ALL BUILDINCt6 ARE REQUIRED TO HAvE A PFCE CON&TRUCTION TERMITE TREA11'1~T
(PER FaCI&16.!.')
AFTER ALL I.l!ORK 1& COMPLETE ANY LOOeE I.l!OOD AND FILL ~T BE I"oCEHOVED FROM
BELOW AND WITH IN 12" ~ THE BUILDING. ml6 ~ALL INCLUDE ALL GRADE 6TAKE& rue
TRAP BOXE&, FORM&, ~1Nc. AND ANY ornER CELLUl.OeE CONTAINING MATERIALe.
(PER Fee 2303.1.))
NO WOOD VEGlETAT10N, e.ruMP&, CAFCD80ARD, TRA&l-l, ETC, 6I-lALL BE 6UlQIED WITHIN 15 o'
~ A~Y BUILDING OR PROP06ED BUILDING (PER Fee 230lI.4)
ANY CONCFCEiE OVER POUR MORTAR OR e.rucco MA TERIAL6 ALONG THE FOJNDA TION PERIMETER
I'1U8T BE REMOvED PRIOR TO EXTERIOR 60IL TREA~ENT (PER Fee 1816,1.5)
EXiERJOR 60fL TREATMENT ~T BE APPLIED UNDER ALL EXTERICFC CONC8ETE OR C:.RADE
WITHIN 12" ~ Ti-'E &TRUC1\;RE &IDE WALL6 (PER FaC ;1)16,1.0)
AN EXTERIOR vERTICAL CHEMICAL BARR'ER 6I-lALL BE IN&T ALLED AFTER CON&TRUCTION ,5
COMPLETE ( INCLUDINu. LAND&cAPING AND IRRIGoA TIOW ANY 60lL DI&1\;RBED AFTER THE
vERTICAL BARRIER 1& APPLIED, 6~ALL BE REi"REATED (PER Fee \816.1.0)
RRIGATION / &PRINKLER &-re.TEM& INCLUDING ALL RI6EFC& AND e.FRAY HEAD& 6~Au.. NOT BE
(N6T ALL ED WITl-4 '2" OF T...E BUILDING 61DSJJAu..6 <PER Fee \503.4.4)
CONDEN&ATE AND I"oCOOI= DOWN 6POUT& DI&c...AI"oCC2E AT LEA6T '2' AWAY FROM THE BUILDiNu.
&rDE WALLe. (PER Fee 15Ol.4.")
TI-lE DI&TANCE FROM THE EXTERIOR WALL COvERING ( EXCEPTION&, PAINT AND DECORATIVE
CEMENTIT!OU& FINI~ LEM THAN ~/&" THICK AD...ERED DIRECTLY ONTO THE FOUNDATION LlJAL.LJ
AND FINAL EARTH C2RADE ~ALL NOT BE LEM THAN 6' TO ALLOUJ FOR iN&PECTION FOR R./T1JRE
TERMITE INFE&TATlON6 (PER Fee 1403.1.6)
A " CERTIFICATE OF COMPLiANCE' 6...ALL BE I66UED TO T\4E BUILDING DEPARTMENT 6'1' A L1CEN6ED
PE&T CONTROL COMPANY BEFOFCE A ' CERTIFICATE 01= OCCUPANCY WILL Be I66UED, me CERTIFICATE
~AlL 6TATE, (PER Fee 181~.1.')
" THE BUILDING ~A& RECEIVED A COMPLETE TREATMENT FOR THe PREvENTION Ol= &uaTERRANEAN
TERMITE6. THE TREATMENT i& INACCORDANCe WIT~ mE RULE6 AND LAU;6 OF THE FLORIDA DEPA~TMENT
OF AURICUl.. 1\;RE AND CON6UMER& e.ERVlCE6
A PERMAMENT 61GoN THAT IDENTIFIE6 THE TERMITE TREATMENT PROViDER AND NEEP FOR FCE IN6PECTION
AND TREATMENT CONTRACT RENSJJAL &HALL BE PROVIDED. THE 61u.N ~ALL BE PO&TED NEAR TI-IE WATER
...EATER OR 8-ECTRICAL PANEL. (PER Fee 104,2,6)
1
TRueeEe:
IF TI-IE CO"lTRACTOR , TRU66 MANUFACTURE OR ANY OTHER DE&IGoN PROFEMIONAL I"oCEV:e-E Tl-4E
TRU&6 &ye.TEM LAYOUT FROM T~eE 6t-IOUJN ON TI-lEeE PLAN6 ARKAY ENGINEERING, INC 16
I"oCEQUIRED TO I"oCEVIEW ALL FINAL CON&TRUCT10N DOCUMENT6 FOR COMPLIANCE WITH THE
DE61GoN :NTENT PRIOR TO COMMENCEMENT 01= mE PRO.;ECT
EXTERIOR UJINDOUJe ~ DOORe:
ALL EXTERIOR WIND0U,6 . GlLAM DOOR& OR ENTRANCE DOOR et4AU- BE TE&TED iN ACCORDANCE Win.
AN&I/AMMA/NlW.IDA 101/1&2 6TANDARD AND BEAR AN AMMA OR LUDMA LAB8- IDENTIFYING THE MANUI=AC1\;I"oCE
PERFOI"oCMANCE CI-lARACTERI6T1C6 AND APPROvED PRODUCT TE6TING ENTITY
ALL i'1JLLION6 AND AD.JACENT DOOR!\IJfNDOU.l AUEM8L.E& ~ALL Be TE&T OR ENGINEERED TO TRAN6fER
1.5 TIME& THE DE&IGN LOAD& TO T~e RO\Ju.j-j OPENING &ue6TRATE
[N&TALL ALL WINDO\i.l6 AND DOOR A66EM8L.IE6 PER T...E MANUFACruRE ANCHORINU RECOMMENDATION&
TO ACHIEVE THE DE61GoN PREe6URE& 6PECIPIED
ELECTRICAL, PLUMBING, ~ MEC~ANICAL:
IN ACCORDANCE WITH CI-iAPTER "'1.00) (2) (I) OF THE F\...ORIDA ADMINI6TRATIVE CODE, ELECTRICAL
PLUMBING AND MEQ4ANICAL &Y&TEH6 &HALL BE DE6lGNED 6'1" THE RE6PECTtvE CONTRACTOR TO
M,EET ALL APPLICABLE CODE&. THe ELECTRICAL, PLUM61NG AND MEC~ANICAL 6Y~TEM& DRAWN HERON
ARE BA&E UPON A DE&IGoN PRO'I'IDED ay THE OWNER TO ADDREM HI6/HER I"oCEQUIFCEMENT6,
J
ALL B..ECTRICAL OUTLET& IN BAT~ROOM6, KITC...EN. (U)ITHIN 6' FEET CR 6INK&). C2ARAUE AND AT
EXTERIOR LOCATION& ~AU- BE WIRED INTO A u.RO\JND I=AUl.T INTERRUPTER 'C2FI' CIRCUIT
ALL a.ECTRICAL OUTLET6 IN BEDI"oCooM6 . FlXruRE& ~ALL BE WIRED INTO AN AFCC-FAUL T iNTERRUPTER
"AFI' CIRCUIT
6MOKE DeTECTOFC6 ~ALL BE PLACE IN EA04 BEDROOM AND
IN f-lALL :!JAY AREA6 AD.JACENT TO BEDROOM AND OTHER LiVING
AREA&
eAFETY GLAZING:
THE FOLLOWING 6HALL ee CON&IDERED 6PECIFIC HAZARD0J6 LOCATION FOR THE Pl.;RP06E OF
C2LAZING
J
(I) C2LAZING iN &wING DOOR6, FIXED AND 6!...IDING PANE- CF 6LiDING DOORe.
A66E1'18UE&
(2) C2LAZiNG iN DOOR& AND ENCLO&uRE6 FOR ~T rue6, WHIRLPOOL6, ~AlJNA&, 6TEAM
l"oCooM6, BA TH'1'U8& AND &HOuJER6. C2LAZiNG IN ANY PORTION OF A BUILDINCt WALL
ENCl061NG THE6E COMPAR11'1ENT6 lln-lERE TI-IE BOTTOM EDGE OF Tl-<E u.LAZiNG 1& LE&e
THAN 00. ABOVE THE DRAIN INLET
<)) u.LAZING IN INDIVIDUAl.. FIXED OR OPER.Aeu: PANS- AD.JACENT A DOOI"oC I.lJi-!ERE
THE NEARE6T vERTICAL ElXsE 16 WITHIN A 2-4. RAD!u& OF THE DOOI"oC iN A CLOe.ED
P061TlON AND 1lM06e BOTTOM EDu.E 16 LE6& THAN 60" AeovE mE FINI!... F\...OOR 01"oC
iJJALKING 6URFACE
(4) C2LAZING IN AN INDIVIDUAL FIXED OR OPERAeLE PANEL ornER THA"< THe6e LOCATION&
DE&cRIBED IN ITEM& (2) AND ()) ABOvE, mAT MEETe. ALL OF THE FOLLOWiNG
(A) EXPO&ED AREA OF AN INDIVIDUAL PANe u.REATER THAN ~ &G. FT,
(6) BOTiOM EDGE LE6& ~AN \8. ABOvE mE PLOOFC
(C) TOP EDGE C2REATER T~AN ~" ABOVE TI-lE FlOOR
(D) ONE OR MORE WALKING &iRI=ACE6 WITHIN 36" HeRIZONTALLY
OF THE PLANE OF Tl-<E C2LAZING
DRAFTeTOPPING:
iN 6lNGLE FAMILY DWELLINCt6, DRAFT&TOPPINCt6 6HALL BE PROVIDED ( pAI"oCALLEL TO THE MAIN
FRAMiNG MEMBER6) iN FlOOR / CEiliNG A6eEMBlIE& 6EPARATING U6EABLE 6PACE6. DRAFT&TOP':>iNu.
&HALL BE CON6TRUCTED &JCt1 THAT THE FLOOR / CEILiNG A66EH8L.EY 1& BI"oCOKEN UP INTO T'JJO OR MCFCE
AFPROXIMATED AREA6 WITH NO AREA C2REATER THAN ~ &a.FT.
ATTIC ACCEee:
A TiIC e.f>ACE6 ~ALL BE PROVIDED WIT1-4 AN INTERIOR ACCEM OPENiNu. NOT LE6& mAN
n.X36', ACCEM OPENING WALL BI! ACCE6&IBLE AND PRO'I'IDI! WITl-4 A LID OR DEVICE
THAT i& EA61LY FCEMOVED OR OPENED, WHeN MECHANICAL EQUIPMENT 1& IN&TALLED iN
THE ATTIC. IT e4-tALL BE IN&TALLED IN ACCORDANCE WITH MECl-lANICAL CODE.
ACCEM 1& -..oT FCEQUIRED WHEN TI-lE CLEAR l-4EIG~T ~ THE ATTIC e.f>ACE , MEA&iRED
A T THE ROOF PEAK 1& LEM T~AN 2-4'.
V2" ee-r8AC< TO AL..OW
FeR va' ...ATH/M'.JCCO
1/2" (I~(32") F'L'r1..JOOO e.t-<EA TI-<I1'<Co (T'rF';
CR 1116' COO 6i-'EATI4I1'<Ci FAaTENED W/W
\(AIL& . a' OC '1AX,
ATTACl" WINDOW' DOOR FRAt"'E TO ARCH FRA'1!NCs
WI.... .'00 OC-RB.!& !>PACED PER MANlA'ACi1JRE '
3/4' eocK&TR,p& ATTACI-oED TO ~RAMiNCs i"'U&T EXTEND
eE'f'O"D WINDOW ~RAI"'E TO PRO'....IOE RJLL ~PPORT
2 )( a p,T, ( RIPPED Aa REG'O) I-oEAPER MA'T' eE
ATTACHeD TO 6LOCK lLil !/5" EXPANa'O"C OR EPOXY-6ET
ANCHOR& . '1AX 5' FR01'1 END AT 32" OC '1AXIM.;l-'
13ETWEEN, EGlUALL'T' !>PACED AND &TAC.c.ERED IN LiEU
OF 'TAf>CON" ANO<CR&
"lOTE, ,F e,PACE . CENTER CF ARCH & 4 112' CR LE&&
DELETE 2 X a, PRO'....IOE e.oLlO eL.OCKINc. TO MA6ONR'T'
8EAM AeOvE
Del 2 X a . CENTER OF ARo. ( RIPPED Aa ~EQD)
ATTACH EACi-' llJ/6,Mp60N ~4 CLlp& TWO. EACI-< END
i
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0-+:,'. -------- --- --- ~-\-----;. . i · x a p,T (RiPPED A6 REaD) A.1'ACHED TO 6LOCK
.,1, . r:s- wn - 31'6' "TAPCO'-l&' · EACH ENO AND A. 6' 0 C
I I I I . .
'1AXIM.;l-' eeT1J.iEEN, EQJAL.. 'T' WACED Al'.D &T Ac.c.EI'<ED
, , i.II./ '''~'' , \ J:=: ' ( t"1.... ' V4' pE1--<ETRA1'C.... 1....1'0 13LOC<
f---L-- f; ~. ~ '\'\ ' f-J '1A&Ot--R'T' eL.OCK
,If--'~'..; ~,. cl" i I' ~~" E' , ,
. ,----- ',,_: . x 4 eL.OCl<.,NCo A...O''Ko ED6E P~ ARc... OPEN,NCs
_ 1 ===== !>PACED 1'1iN""'.;M~' ("1AXIMul"' c' O.C.,
~
~- in' )( 4' 13CK&TR,P AL01'<Co ARCH OPE'.il<'.
ARC~ WINDOW FILL - IN - DETAIL
C:lARA6E DOOR TO BE REINFORCED
TO MEET WIND LOAD AND COMFRE5eION
RA Ti1'-l6& FOR "(OUR JOB LOCATION.
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ATTAC~ MINIMUM 3/4" P.T. BUCK
&TRIP n.lAT 1& WE MINIMUM fUIDTi-l
OF DOOR FRAME U&ING .O~' X 13.a"
T - NAIL& MAXIMUM 10" OC,
CAULK DOOR FRAME PER YOUR
MANUFACTURE& RECOMMENDA TION&
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&ECURiNC:I PRE~NG TO 6UCK &TRIP&
PER YOUR MANUFACTURE& IN&TRUCTlON&
TO MEET WIND LOAD& AND COMPRE&elION&
RATING& FOR YOUR .JOB LOCATION. ALL
ANCI-lOR &cREW& MUeT PENETRATE BLOCK
WALL A MINiMUM Of: 1 1/4" AND T~ERE ~LL
BE A MAxiMUM 1/4" &PACE BETWEEN BUCK
AND DOOR JAMB
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BLOCK DOOR ATTACHMENT DETAIL
CEILING RAFTER
ATTAC~ MINIMUM 3/4" P.T. BUCK &TRIF
TI-4AT i& TI-4E MINIMUM WIDT~ OF "(OUR
WINDOW FRAME U5INC:I .0~1 X 1 3/a"
T - NAIL& MAXIMUM 10" OC
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ALL TRACK AND HARDUlARE 5ECl;RED
PER MANUFACTURE 5PECIFICA TION5 TO
MEET WIND LOAD AND COMPRE5eION
RA TINC:I& FOR Y'OI...R JOe LOCA T!ON
MINIMUM :2 X 6 P.T. 51DE AND TOP PLATE
ATTAC~ED TO BLOCK WALL OOINC:I 1;2" X a"
ANCHOR 60L T5 OR s/a" X 1" EXPAN&ION
BOLT5 4 EAC~ &IDE AND TOP :24" OC
i
I
GARAGE DOOR A TT AC~MENT DETAIL
&ECURINU WINDOW TO BUCK 5TRIP6 PER
"(OUR MANUFACTURE6 IN&TRUCTION TO MEET
WIND LOAD AND COMPRE5eION RA TINC:I& FOR
"(OUR JOB LOCATION. ALL ANCHOR 5CREWe
MueT PENETRATE BLOCK WALL A MINIMUM OF
I 1/4" AND TI4ERE &HALL BE A MAXIMUM 1/4"
6PACE 6ETWEEN BUCK AND WINDOW FRAME
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CAULKED WINDOW PER "(OUR
WINDOW MANUFACThRE5 5PECIFIC
RECOMMEND A T!ON5 TO MEET WiND
LOAD AND COMPRE5erON RA TINC:l5
FeR YOUR JOB LOCA T!ON
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BLOCK WINDOW ATTACHMENT DETAIL
AI"oCKA'T' ENu.Il--iEERING INC,
~TRuCn.RAL ENGiNEER6
RIC...ARD L. KIDDEY PE.
FLORIDA LiCENee NUl"IBER 3"'~~
I HERBY CERTIFY THAT THE6e pLAN& ANO ~PEC!FICATION&
WA6 PREPARED BY ME OR uNDER MY DIRECT &...IPERI'I&ION
ARE IN COMPLIANCE i.UITH THE FLOR'DA BUILDING CODE 2001
FOR 110 MPH ( ) e.ECOND G<J6T ) WINO ZONE - ~ MP~ FA&TE6T
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LEGEND 30
GARAGE. RIGI4T
LIVING
GARAGE
FORC~
TOTAL
123~
280
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LOT 4 ePEe
DRIFTWOOD
FG
4 OF 4
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