HomeMy WebLinkAboutBIN A-4 PERMIT 3433
PAGE ".
ENGINEER'e NOTE€>:
ALL. WOfi<K I~ TO 131:: COMPLE:iE:D IN ACCORDANCt:: WIT~
T~E FLORIDA BUILDING CODE
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1;4'-0"
:30'-0"
241-0"
!) Tt-1~ 6A6tc 0~6!aN WINO eFE!:D . 110 MPH (3 e!:COND GUeT)
2) T~E IMPORTANCE FACTOR ,. 1.0 ( REelDENTIALJ
3) THe l:Xpoeu~e CA 1I=GOf<Y · a
4) THe INTERNAL. p~l:eeu~t: COal=FICleNT . f/- 0.0 (OpeN)
t;) iHt: COMPONI:NT AND Ct..ADDING DEeraN PREeeUREe ..24 I -:2~ peF
2x12 HEADER&
DROPPED GABLE
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eECAuee r~le Ie AN ADDITION TO AN E:X1er1NG aUILDING
eAC~ TRADE Of< eUPPL.IER LUILL ae ReQUIRED TO ~1r=LD
VERIFY THe CONDITIONe NJ:I::DED TO MATC~ T~r:: EXleTING
BUILDING, CONFIRM ALL INFORMATION WITH THE CONTRACTOR
eer:ORS eEGINNING ANY UJORK OF< ORDERING ANY MATERIAL,
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!XlerlNG BUILDING
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MAIN FLOOR PLAN
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aRE~:Zl::WA Y
ALL WORK SHALL COMPLY WI1lI ALL
PKE v AlLL~G CODES, FLORIDA BUU.DINC
CODE. NA 110NAL ELECfRlC CODE AND
CITY OF ZEPHYRH1LLS ORDINANCES
!XlerlNG BUILDING
CARPORT
9
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CARPORT
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121.011
121-0"
10/-0"
101_0"
10'-0"
12'-0"
~'_o"
~I_O"
24'-011
30'.011
241-0"
04'-0"
*
, ~
REAR l::Ll:V A TION
RIG~T ELeVAtioN
'1"
1::!
J:XlerlNG BUILDING
CARPORT
BREEZEWA '(
6REElELUA Y
!XlerlNG BUILDING
EXlerlNG
SIDEWALK
IO'-OIl
10'-0"
101-011
24'-01l
~'_O"
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1
24'-011
12'-0"
f
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t:=RONT l::Ll:V A TION
L~Fi E:L~V A TION
~
~o ~~ ~ANL~
DEGIGN GERVICEG INC,
3f,2-58B~2342
P 0 sox 132f, GAN ANTONIO
t:LA. 33t;1~
11-41: CLIENT UNDE:RerAND~ T~AT r~l:: DE~IGNER CAR~IE~ NO LIABILITY INe.URANCI: AND THEREI=ORE:
AGRE::E:e TO HOLD I-MRMLEe.$, IDEMNIi=Y, AND DEI=E:ND THE DEe.IGN~ I=ROM ALL. CLAIM~ LO~eE~ AND
E:XPE:N6E:~ (INCLUDING AnORNEye FEEe) ARlelN6 OUT OF OR REe.Ul_TING I=ROM T1-4E pf<OJeC1,
THE: DE:6IGNER WILL IN GOOD FAIT~ ATn:MPT TO PROVIDE ER~OR FREE CON~iRUCTtON DRAUJINGe,
IN THE: EVI:NT E:~RORe OCCUR THe DEelGNER WILL. NOT aE HaD LIAaLt: FOR THE: coeT OF THe ~EPAIRe
OR DELAY TO THE Joe. THE: CONTRACTOR NEEoe TO V ~II=Y ALL INFORMA ilON ,
I4IL TON CON5TUC ~I '?N
CL YO!:: 6RACKNELL , ~r)DlrION
0205 19th e T
le:PHYRHIl-Le t:=LORID ~>
EAer PA8CO COUNT
QAVID W~ 6MIT1-4, P,E, ,
t::!..QRIDA LIC*" S3~08
3:,2-521-08iOo OFt:=tCE 3~2-521-08~1 f=AX,
<a~o<a AL 5TON DRIVE DADE CITY ,FLA, 33520
~~::E1
T~E F'
FOR 'I.
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ENGINEER'€> NOTE6:
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ALL UJORK Ie TO BE COMPL.ETED IN ACCORDANce LUITI4
iJ...lE ~L.Of<IDA BUIL.DING CODE
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4)
:;)
THe eAelC Dl::elGN WIND epl:ED II 110 MPH (3 eeCOND Guer) /
THe IMPORTANce I=ACTOR II 1,0 ( REelDENTIAU
t\.-lt:: expoeUf<t:: CA TE:aORY · e
i\.-lt:: INTI:RNAL pf<t:ee.Uf<S COI:I=t=ICII:NT II +/- 0.0 (OPEN)
T\.-II! COMPONI:Ni AN!? CLAPPING Pl::e.IGN PRl:ee.URl::e. +24 / ~2~ pe.t:
SECAU8E r~l~ Ie AN ADDITION TO AN t::XlerlNG BUIL.DING
EAC~~ rRAD~ Of< 8UPPLlr:R WILL 6~ Rt=QUIRf:D TO ~1t:LD
V~RIr::Y TJ..Ii:: CONDIT/ONe NJ::eOEO TO MArcw r~E EXl5rlNG
SUILDING, CON~IRM ALL I Nt::Of<M A ilON Wli~ i~e CONTf<ACTOR
6l::F=ORl:: J3~C1INNING ANY WORK OR ORDERING ANY MA'rERIAL,
~
EXI5ilNG eUIL.DING
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;L-
ROOF FRAMING PLAN
PRt: - ENQINEERED 1'<00r: TRue5E5
241t OC MAXIMUM 6PACING
TC LL 20,0 peF
TC PL. 1,0 peF
Be DL 10,0 peF
ec LL 0.0 pet=
BUIL.D T~I:: V ALL.EY TRUeeEe IN (2) PIECEe
TO A1-LOW r:OR ADJUeTMt=:NT5 IN T~E r:11:1-D,
TOT,LD.
31,0 pet:
DUR,FAC, 1.25
DEFLE:CTION MEeTe L. I 3~O LIVi!
AND 1.. / 240 TOTAL LOAD
il:il!l'!ll!!:'
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DESIGN 5E:RVICE5 INC.
.352-588-2342
POBOX 1320 5AN ANTONIO
FLA, 3.35110
Tl-4E CL.IENT UNDER~HANDe THAT THE DEelGNER CARRIEe NO L.IA6ILITY INeURANCE AND THEREFORE
AGREES TO HOLD HARMLEee, IDEMNIt:Y, AND DEI=END T\.-IE DEelaNER FROM ALL. CI..AIMe LoeeEe AND
t::XPEN5E5 (INClUDIN(; ATrORNEY5 l=EEe) ARlelNG OUT 01= OR Rt:5ULTING !=ROM TI-le PROJECT,
TI-lE DEelGNER UJllL IN GOOD FAITH ATTEMPT TO PROviDE ERROR FREE CONSTRUCTION DRAWINae,
IN TI-lE EVENT ERRORe OCCUR THE DEerGNER UJILL. NOT I3E \.-IELD LlAl3lE FOR T\.-IE coeT OF THE REPAIRS
Of< DELAY TO T\.-IE JO ,THE: CONTRACTOR NEEDe TO VE:RIFY ALL INFOf<MAtION ,
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121_0"
121_0"
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30'-0"
9
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1"-" 1~\7y'
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2411 X 2411 X 1211 3000 Fel / (~1'l:::i 0(\-~
CONCREiE FOOTER PAD ) lrJ.sr ~>J e~,
Wli~ (2) is RESAR DRILLED"/ pvt\ q\.. l (..'{{j;:l )v
il-tROUG~ T~E 6 x 6 POoTe c,,'" ('.4.
10'-011
101_011
101-0"
==
9
EXleilNG elDEWALK
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FOUNDATION PLAN
..
~
~IL TON CONerUCTION
CLYDe 6RACKNELL ADDITION
411 I 3000 pel MONLlTl-i/C CONCRETE SLAa Ovl::R
CLI::AN, TREA T1:D AND COMPACrE:D eOIL
r~t:: SOIL LUI1-1- at:: COMPACil::D TO A MiN.
or: 2500 Fel AND at:: Tf<EA n:D FOr< i~RMli~e
A5 PER r~E Dl::i AIL. PAGt:: OF Tj..j15 PLAN,
611 x 611 10/10 Wlt<l: MEe~ OVtER ~MIL.. vI5aueEN
VAPOR 6AF<RIER WILL E3e IN5TAL.L.ED FOr<
REINFORCING$ TI-U: eLAe. FIE3ERME:eH CONCRETE
CAN Sf: uee IN PL.ACE OF iHe LUIRe ME:eH.
;rr~_~.."..~~~~,'_.~,.~~~..~,_,_.,....._. '~~..-_....-_....._,_.__
DAVID W, oMITW, P,E,
FLORIDA LIC.~ t;3~08
3:;2.:;21-0e~!; Ol=l=ICE 3!;2..!;21-0861l=AX,
ca oca WALLA~iON Dl'<IVE DADE CliY ,t:LA. 3302&
0200 l<ath 5T
te:PHYRHILL5 FL.ORIDA
EAeT PA5CO COUNTY
(
1(g(vI
I HEREBY CERTI~Y T~AT I ~AVE ReViEWED 11415
PL.AN AND FOUND IT TO 13E: IN COMPL.IANCE WITH
T~E ~LORIDA BUILDING COOE 6ECTlON 1~06
FOR Tf-.it:: 110 MP~ ( 3 eeCOND auer) WIND ZONE,
DAVID UJ SMITH PE~ 03608
PAGE ~ 2
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SCAL.el 11411 Ia 11-011
DA Tf::: 8 / l~ / 04
ENGINEER1e, NOTeo:
ALL PEf<MANt:NT aRACIN~ OF T~e Tf:<ueeEe
WILL BE FURN!e~ED BY i~e TF<Ue8 COMPANY,
ALL WOf<K Ie TO SE COMf'LEi~O IN ACCORDANce wln~
T~E FLORIDA SUILDING CODE
NAIL 2x E3L.OCKING E3EiweeN TRueeee IN ALL
AREAe T~AT A PL. Y.CLlP CANT at:: APPLIeD,
~16eRGL.Aee el-1lNGLeS INeT ALLeo
A5 PeR MANUI=ACiUf<ERe ePEce
1/211 CDX (~2/24) OR oee el-1f:::A i~INc;, NAILED
WIT~ ad COMMON NAILe AT ~II OC
UNLEee 01~ERWlee NOTED
1) THl:: I3AelC ot:elGN WIND ePEt:o . 110 MPH (:3 el:;CONO GUeT)
'2) THE IMPORT ANCl:: t:ACTOR . 1.0 ( Rl:eIOENTIAU
3) tHl:: t:XPOe.URl:: CA iEGORY . a
4) THE INTERNAL PREeeUF<E COEFFICIENT.. ./. 0.0 (OPEN)
r,) tHe COMPONENT AND CLADDINc:, DEelGN PRl:eeUREe .24 I -2~ peF
elMPeON 1-1..10 .~O ROO~ING ~EL. T
~URRICANE 11Ee
SECAU6E i~16 16 AN ADDITION TO AN EX16TING eUILDINc;,
~AC~ TRADE Of< eUPPLlef< WILL 6t: f<EQUIf<ED TO I=Il::LD
VERIFY TJ...IE CONDlilONe NEt:DED TO MA TC~ TI-1E EXleTINc;,
SUILDING, CONFIRM ALL INFORMATION WIT~ Tj...jE CONTRACTOf<
SEFORE SEGINN1NG ANY WORK OR ORDERING ANY MATE:t<IAL,
ALUM, DRIP EAve
2X eue FAeCIA
ueE (2) elMPeON ~M~ ~UF<RICANe Tlee
TO A TT AC~ EAC~ I4EADER SeAM TO
eACH ~ x ~ FoeT,
6EE Tl--le 61MPeON 6TRONc;, TIEe CATALOG
FOR ANY ADDITIONAL lNFORMATION ON ANY
OF T~H:: 6IMPE;ON t::A6ifENeR5 6P~CIt:I~D ON
r~t$ PLAN,
CATALOG C.2004 Et=t:Ectlvt:: I / 1 / 04
CONNECT TI-1E: VALLEY TRueeee
TO TI--IE: EXleTIN(1 ff<ueeEe WITI4
A elMPeON VTC2 v AL.LEY TRuee
CLIP LUITI4 4.10d COMMONe IN TJ...IE
ROOt:: iRue6 AND &..10d x I 112" IN
i~E vALL.EY TRuee, ueE (I) CLIP Pt::l'<
EAC~ END O~ EVERY V ALLEY Tfi<Uee
WI.H:::fi<e il-lEY INTE::ReECT Wli~ TJ...IE
ROOf: iRueeEe,
elMPeON AeU~~ PoeT eAeE
ATT AC~EO TO TJ...II:: eL.At3 WIT~
&/811 x 8" J.eoL. To AND A 2"
5TI:I:1.. UJA5~I:R AND NUT. ~
l=INI6~EO GRADE
1:12"1'~
.......
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Nt::LU iRueeEe AT 24: OC
A iT AC~tD TO i~E ~EADI::R6
WITj..~ elMP60N ~3 ~URRICANE TIEe
TYPICAL 6ECTION ON r~E NEW CAf;~r~ORr
....
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DSL 2 x a *2 eOUTl-4t::RN '(eL.LOW PINE ~EADr::Re
U6E (2) 1/2" x 8" SOL Te
fO A iT ACl-l T~E l-l~ADERe
ro i~E poere
NOTC~ Tj...jE DSL 2X8 ~eADeRe
INTO tl-lE ~ x~ PoeTe
PRe.Et~G, WOOD TRueece
.31 M'~fYOT AL. LOADINc;,
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DSL 2 x 12 ~eADEf<e ON Tl-lE CAfl<PO?<T
(*2 eOUTI-.H::RN YI::LL.OW PIN):) ~r
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/
eEe ELEvATIONe
t==OR eXT. PITCI-1
NOTC~ TI4E I-1EADERe INTO TJ..iE PC,eTe
AND LA6 TO TJ..iE PoeTe WIT~ 1/211 x 811
LAc;, SOL. Te, (2) PER EACI4 PoeT
MONOLIT~IC eLAe
4" / 3000 pel MONLlT~IC CONCRl:re eLA6 OVEF<
CLEAN, T~EA -W AND COMP ACTI::D eOIL,
T~E eOIL WIt.t'BE COMPACTED TO A MIN,
ot: 2&00 pel ANO 13e TREATED t=:OR TeRMITee
A5 PER TI-lE OEi AIL PAGe or T~le PLAN,
~II x ~" 10/10 WIRE MEe~ 0' ~p ~MIL VI5QUel::N
vAPOR 6ARRIER WILL at: i~',4LLED ~OR
REINFORCING T~E eLA6, f:1'- "~~ME5~ CONCRSTE
CAN 6E uet:: IN PLACE ot: . '~ l'vIRE MEeJ..i,
\
:-:r
-'-
~ x ~ pr POoTe
MAX, 10'~01l OC ePACING
GAF 5r ANDARD 5~'NGLe DeTAIL
eXI5TING 51DEWALK
/11111"11"
IT!J
NORMAL WIND LOAD ~~~~ I
SIt !::XPOeURE V':-{
Q~~
V}~
V~LEY LINING MATERIAL
! ~ 4"x!;1I ANGLE 2~ GsAUGE GsAL v ANIZED METAL
I &", MIN, RUeeER v ALL!::Y t=LAe~ING OVER r~E TOP OR
IY~~ It' WIDE 2~ GAUGE GALVANIZED MEr AL.
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17~"",.
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24"
12't ,,"""2. ..,
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121t De~P x 2411 eQUAr<1::
CONCRETE PAD WITJ...I
*& t<ESAR n~ROUc.;~ Tj...jE
PO~T t=ROM 60TI-I OIRr::CTIONe
AL.WA Y5 R~Ft::F< TO TI-lE MANUt:ACTUt:<f:r<e 6PECI~ICA TIONe f=Ur<Nle~~~~ TO TJ..it:: J06eITE,
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rop VIt:W o~ Tf..lE
poeT AND PAD
6REE:ZEWA y DETAIL
"
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Dt:etGN 6ERVICr:o INC,
3!;2-t;88..2342
P 0 sox 1325 eAN ANTONIO
PLA, 335110
r~E CLlt::NT UNOl:ReTANOe THAT T~l:: DE5IGNE~ CAF<RIE~ NO LIAI9IL1TY INGUf<ANCE ANO T/.-iEREFORE
AGRt:l::5 TO ~OLO ~Af<MLl::5e, IOEMNI~Y, AND DEr:~O T~E OE51GNER ~f<OM ALL CLAJMe Loe5E5 AND
EXPENet:5 (INCLUDING ArTOf<NeY5 t:EE5) ARleIN<.i OUT Ot: OR RE5ULTIN<.i F~OM il-1E PROJECT,
T~t:: Dt::eIGNER WILL IN GOOO FAIT~ ATTEMPT TO PROVIDE eRROR FREE CONeTRUCTION DRAUJINCi5,
IN T~E l::vt::Ni tf<~ORe OCCUR T/.-iE Dt::erCiNeR WILL NOT Be I-4t=LO L1ABLl:: l=OR TI-4E coeT OF T~e Rl:PAIR5
OR OELAY TO t~l:: JOB. i~ CONi ACiO Nl::l: 5 TO V Il=Y AL INI=O MAriON,
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~.:-<.__'~~:'~~"":':"UL:::..l"';-::';' ,"""'1":,;0;. "':':r:};j"':,',;~,'M""N~J;'~~.."':~~"~'~""'''.rr'~''~~~,_~,,~'-.l ~'~'""-'i'_''''~>.i;'j.,,~,~''i--~__~-t,,, "-~ '~::>.10. ~." 'r-"'.-' :;~
ALL e~INGLEe ARE TO SE NAILI::O WIT~ 11 OR 12 GAUGE
GAL.VANIZI::D NAILe WITI-I 3/8" DIAMErER I-1EADe, ALL NAILe
MUeT pE:NErRAiE AT LEA5AT 3/4" INTO r~E WOOO e~EAr~INc;"
:".~
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~
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~IL TON CONorUC"~ION
CL YOE 6RACKNELL ,L~OOlrION
520& l~th e T
ZEPI4YRl-llLLe ~LORIDA,
t::A5 T P A6CO COUNiY
PAGE" .3
~RAMING NOTE6:
I)
ALL WOOD U5ED r:OR 60LE PLA Tee Of< IN CONTACT
WIT~ eOlL WILL ae.2 PT eOUi~E:f<N YELLOW PINE,
ALL INTERIOR AND EXTERIOR WALLe el-lALI.. SE
.2 ePRUCE OR eETTER AND eFACED I~'I OC,
ALL eNG, LUOOD eEAMe eucl4 Ae FAF<AL.LAMe
~Avt: seeN DeelGNED ACCORDING TO TI-lE
TF<UeeJOleT ePECIF=ICAiIONe,
ALL OJ: TI-le elMPeON FAeTENEF<.e AND l--lANGERe
MAY ee REPLACED WIT~ T~oee 01= EQUAL OR Gf<<EA TER
v ALuee, ALWA Yo VEf<II=Y i~le WIT~ T~e ENG, or: RECORD,
ALL ELECTf<<ICALJ'LUME3IN(1 AND MEC~ANICAL ROUG~ INe
Muer Be COMPLETED, IN8PECTED AND APPROVED PRIOR
TO f<EQUeeiIN~ A Fr<AMIN~ INePECTION,
ALL. INTERIOR DIMENelONe Af<E QIVeN TO TI-1E INDICATED
CENTER 01= T~e eTUD UNLeee NOTeD OT~eRWlef:,
ALL OF TI-41:: EXTERIOR OIME!N510N5 ARe ~IVEN TO TI41:
t=ACE OF TI-41: FRAME: OR MAeONF<Y UJALL Wj..jIC~ WIL.L
ALIGN WIT~ T~e FOUNDATION WALL BELOW, (FF<AME
WALLe ARe I-IELD IN II2It TO ALI(1N T~e eXTERIOR
el-1EA TI4ING WITI4 T145 F=OUNDA rION),
2)
~)
4)
S)
~)
1)
8)
ALL WOOD IN CONTACT WIT~ CONCReTE: Of< MAeONRY
eJ...lALL. ee PREeeUfO<E TF<E:A TED LUMBER.
ALL WOOD ~EAD~Re Af<e TO st:: NO Leee TI-4AN A DeL 2X
.2 eOUTI-1t:lRN YELLOW PINE WIT~ A 1/2" ePACEr<,
~)
/
/
TREATMENT: (601L CI-lEMICAL BARRIER MET~OD)
IJ A PERMANENT 5lGN TO IDENTIFY TJ..iE TERMITE TREA '.MENT PROVIDER AND
NEED FOR RE.INePECTION AND TREATMENT CONTRACT RENEWAL 6l-1ALL 6E PROVIDED,
TI-IE 51GN eJ..iALL BE P05TED NEAR TI-IE WATER I-IEATE:R OR ELECTRIC PANEL FBC,104,f.b
2) CONDIN5ATE AND ROOF DOWN 5POUTe 5j..fALL DICf..lARGE AT LEA5T 11.011 AWAY t=ROM
TI-IE BUILDING 51DEWALLe F.B.C. 1503.4.4
3) IRRIGATION 5Y5TEM5 INCLUDING ALL RleER5 AND eRRAY I4EADe e~ALL
NOT BE IN5T ALLEO WITf..lIN 1'.0" OF TI-IE BUILDING5 61DEWALL5 ~.13,C, 1503.4.4
4) TO PROVIDE FOR IN5PECTlON FOR TERMITE INFE5TATION 6ETWEEN WALL COVERING
AND FINAL EART~ GRADE 5J..iALL NOT BE LEee Tj..fA ~ INCj..{E6 ( EXCEPTION PAINT OR
DECORATIVE CEMENTIOue FINI5~ LEee TI-4AN S/811 TJ..iICK AD~ERED DIRECTLY TO n4E
FOUNDATION WALL,) F.B.C, 1408,1.b
&) INITIAL TREAiMENT 6f..lALL BE DONE AFTER ALL EXCAVATION AND BACK i=ILL 15 COMPLETED,
~) 50lL DleTURBED AFTER TJ..iE INITIAL TREATMENT 51-1ALL 13E RETREATED INCLUDING 5PACEe BOXED
OR FORMED, FBC 1816,\.2
1) 60XED AREAe IN CONCRETE FLOORS FOR eUB5EQUENT INeTALLLATION OF TRAPe, ETC, 6J..iALL BE
MADE WITI-I PERMANENT METAL. OR PLA&TIC FORMe, PERMANENT ~ORMe MueT BE OF A 61lE AND
OEPTJ..i TI-IAT WIL.L ELIMINATE TJ..iE Dl6TUR6ANCE OF eOIL AFTER Tj..{E INITIAL TREATMENT, F.B,C, 181b,1.3
8) A MINIMUM 6 MIL. VAPOR RETARDER MueT BE IN6TALLED TO PROTECT AGAIN6r
RAINFALL. DIL.UTION. It: RAINFALL. OCCURe 6Et=:ORE vAPOR RETARDER PLACEMENT,
f<E-TREATMENT Ie REQUIRED, F.B,C, 181~.1.4
~) CONCRETE OVER POUR AND MORTAR ALONG TJ..iE FOUNDATION PERIMETER MU6T BE
REMOVED 13EFORE EXTERIOR 60lL TREATMENT F,e.C, lalb,l.S
10) 50lL TREATMENT MU5T BE APPLIED UNDEF< ALL EXTERIOR CONCRETE OR GRADE WITj..f 1'.011
OF Tl-IE eTRUCTURE5 6IDEWAL.L5, F,B,C, 1816,1.6
11) AN EXTERIOR VERTICAL Cj..fEMICAL 13ARRIERe MU5T BE IN5T ALLED AFTER
CON6TRUCTION 15 COMPLETE INCLUDIN6 LAND5CAPING AND IRRIGATION,
ANY 501L. DI5TURE3ED AFTER TI-IE VERTtCAL. eARRIER 16 APPLIED, 6J..iAL.L BE
RETREATED, ~.13.C, lal~,1.6
12) ALL 6UILDING5 ARE REQUIRED TO J..iAVE PRE-CON5TRUCT10N TREATMENT F.B.C. 181~.1.1
13) A CERTIF[CATE OF COMPLIANCE MueT BE 165UED TO Tj..{E eUILDING DEPARTMENT BY
A LlCEN6ED PEeT CONTROL COMPANY BEFORE A CERTIi=ICATE OF OCCUPANCY WILL
13E le5UED, Tl-IE CERTIFICATE OF COMPLIANCE 6I-1ALL. eTATE: II Tj..{E BUILDING j..fA5
RECEIVED A COMPLETE TREATMENT ~OR Tf..lE PREVENTION OF 5U6TERRANEAN TERMITE5.
Tf..lE TREATMENT Ie IN ACCORDANCE WITj..f iJ..iE RULE5 AND LAW5 OF T~E
FLORIDA DEPARTMENT OF AGRICULTURE AND CONeUMER 5ERvICE&, F,B.C, '81~,1.1
14) AFTER ALL WORK Ie COMPLETE L005E WOOD AND FILL MU5T 6E REMOVED i=ROM
6ELOW AND WITl-lIN 1'-0" OF Tl-lE BUILDING, Tf..l15 INCLUDE5 ALL GRADE 5T AKE6,Tue
TRAP eOXEe, FORM5,6f..lORING OR OTf..lER CELLUL06E CONTAINING MATERIAL,F,13.C, 2303,1.3
IS) NO WOOD, VEGETATION, 5TUMP6, CARD60ARD ,Tf<A5J..i ETC. I e~ALL BE BURIED WITI-1IN
15'-011 OF ANY BUILDING OR PROPOSED BUILDING F,B.C 2302.1.4.
...,- , .... .d 7".
.-"~~
DAVID W, 6MITW, P,E,
t=LORIDA Lie.... 5.3~Oa
3~2.~21.08~o 0l=F1CE: :302-&21.08~1 FAX,
~~O<3 IJJALLAeTON DRIVE: DADE: CITY ,FLA, 33&2&
~ ( g leA
I ~~REaY CEf<TIf::Y T~Ar I ~~AYe f<EVI~WeD n~lo
F>L.AN AND FOUND IT TO BE IN COMPLIANCE wlr~
il--le l=LOF<IDA aUILOINC1 COD~ 6EctlON 11006
~Of< iJ...ll:E 110 MPI-I ( 3 e~COND Guer) WIND ZONE,
DAVID LU eMlr~ PElt &:3~08
OA tE: a / 1~ / 04
eCALt:!. 1/411 ~ 11..0"