HomeMy WebLinkAbout06-5785
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
5785
Permit #: 5785
Permit Type: ALUMINUM
Class of Work: ALUMINUM PACKAGE
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 23,102.35 Total Fees: 260.00
Amount Paid: 260.00 Date Paid: 5/16/2006
Address: 37623 GILL AVE LOT 288
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0170-0000-2880
Name: B H CONSTRU ION OF
Addr: 11494 SEDATE ST.
BROOKSVILLE, FL. 34614
Phone: 813782-1064 Lic: Phone:
Work Desc: 10x28 SCRN ROOM, 8x12 SHED, 12x39 CARPORT
Name: RAND HORIZON
Address: 37623 GILL AVE LOT 288
ZEPHYRHILLS, FL. 33542
v>> jd.f
(' ()I 0
y l0 (\/v \rr-
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d) work not ready for
inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
~~=.::;....~~ S4- -, ?Z /l_~
1/ =~.~' ~ ~
CONTRACIO'RS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
'Date Received
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
(\ \\\ ~
Owner'sAddress h~'-X5 ~ t{~S~ -\:)( ,
Fee Simple Titleholder NamJ
Fee Simple Titleholder Address I
I'~\~~S ~\\ .~~
~"'\0\ \-~ \"Cc:f\1 PARCEL ID#I
I
1$03\CjcS),~
1$
1$
1$
D ROOFING
FINISHED FLOOR ELEVATIONS
Owner's Name
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
BUILDING SIZE
BUILDING
~ELECTRICAL
0 PLUMBING
0 MECHANICAL
0 GAS
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
LOT#
10~
~NEWCONSTR
t::::j/"INST ALL
D SFR
OCK
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D DEMOLISH
~DD/ALT
D REPAIR
D COMM
RAME
I
OTHER I ~~\ 'C'\2\(Y ')1
I
I
I
I
D
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o
PROGRESS ENERGY D W.R.E,~,
--2),{\L -:1\~C"1
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY D OTHER
F 00 ZONE AREA DYES
"r :;~
DNO
BUILDER
SIGNATURE
ELECTRI
SIGNATUR
;~:::.{R~~~t~~~~
.*~~ License# 1t5b~TI~~
~1L:EE~'1:~ ~I Y/N
License # I \ ~I
Address
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y/N
YI N FEE CURRENT
License #
Y I N FEE CURRENT
License #
YI N FEE CURRENT
License #
Address
MECHANICAL
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
OTHER
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
111"'111111'11 1111"11111111'11"1111111111111111111111111111111111111111111111'1111111111'111111111111111'11111111111"11111111"111111111'111'
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL Attach (3) sets of Building Plans; (1) set of Energy Forms,
Minimum ten (10) working days after submittal date, Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance,
SIGN PERMIT Attach (2) sets of Engineered Plans,
....PROPERTy SURVEY required for all NEW construction,
I I I I I I I I I I I I . I I I I I I I I I I I I , I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . . I I I I I I I I I I I I I I . I ~ I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I
Directions:
Fill out application completely,
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades NC Driveways Fences (Plot/Survey/Footage)
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictio[ls"
which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any,
applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended, The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting, It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance, Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated, I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance, Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WaterlWastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses,
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways,
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted,
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required,
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction, I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application, A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes, Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned,
--"--~
c:::/"~ "-.
Commission No,
~J', Notary Public Stale of Florida
\.~.~m~f~I9S~~d ( stamped
OJ"" Expires 08/18/2009
Co
Na
~..h..' ~oJ. OJ j 4 ...A v~v I ')avC!\lV
..,.l'\.l\...ul .Lj.v"''\",~v,,',J l.1V.,.J..ooJ
'''/I..fItJ
B &: H CONSTRUCTION OF CEN11tAL FL INC.
4025 MORlUS BRIDGE ROAD
ZEPBYRIIlLLS, fL 33543
"wM~
FREE ESTIMATES
...."
1-800.114-1106
"-l.ICENSE.D. BONDED -INSURED. SKllt,TlNG. SnPS · ROOM AOOmoNS · ALUMINUM · CONcR.ETE..
Lot 1'#:. 2!L. Subdivision: J1t5Z3 GIl.L ^ VE
[ Lll.. U
:J "7.., ,
3"'6..t:. Ct,~-~f tV
.". Sq. f"t. x J.17. 4.35
-;- Sq. R.." J.n. 4.JS
u Sq, fL. 1\ Jon - 4.35
-;- Sq. Ft. x 3.77. 4.3~
..l:... l.lF' x S4.IH
S) ur ~ SS.LS
$1".96
14.09
SS.1l
16.09
SI.l'
$8.'3
$11.47
>I $l02.00
Lap Sidiftg (Alar.
H~ ~i1al":
H'lfIIe M(ldC"1 i/:
~ Cotur:
~lIl11umialHll rvorll indlNc: PUll.. Trim. Outtl'r. D<<-n
SO\OW". )l(4P~,,- aN FlMhirut,
~~ plllJ:l ~ n. L4"'I
II l"_ .. f\. Loq
P1lns Ft. LcnI
Pan... - Ft, '-0tJ~
V~II:.".,.,...................",..
GInter Oft Rome............. "n.
8ClIam W(>r\(
b'" $!l.i BeRm...,.,..........,.,.
Z...... SM BCIlI'D... '................
2"'(7 SM Beam.....................
.1x1 ~ Sam.,.........,.,.......
~>(9 SM 8~.,.. ..........."'..
~lCJO SM ac..n. ............... ,...
Cai))Ol't Gable: FIUlu.. . ...' ' . ..
SCR~~"N ROOM \If AU.S
..
UF x
LIF "
lJF'll;
LJf ),;
LlF x
(iF :(
~
I.-pKP .. + ~, + '0'" '0- <0, UF l(
~ o;1D~;- -,.. -
CIOIU .n4 ~Id.,. ......,. ....!-.
Gehle ,,'i11 one ~ide...............
lMU1-S~idr. Plltte..,., ,. ,."...
F 11ft Beam (1Wl wih1d)"..........
Misc.:
V'n1..rrv ROOM ""Au......
Wtlls. .!...... ~ ~'. -!.... t ~ - ~ Ill' lI.
2x4 $t\lds 16" OC
Shcoj Door Aftd I W'mdo\\"..,.,..
Sil'l5le Window U:xtra). .......... I
Bug Shield............ .......... ... ~
Voublc Sbcd Doon..............
-
~ W.'h -+ ~f- ir' -..
VINYL i'O'OM WAU.~ - -
Vinyl w.D.......................... _
IllSid& Kidc rl~........ ......'...
Lar Top Jnsidt- Met (M. ......... _
flori~ mass...... .muo .m.m.
Tnll\llwTop..-dBoaom....... _
PilOn< ill\:ludc: (2) 2 Tndc lJl\itS
Threshold and (:!Mer.. , ..... , .. EA ),;
IBtiJ will liCIt ~ ~blc f<< IIftY Ia.b
in V'NYI. ROOMS X
fA )r.
LJf l(
UP It
U ~
EA X
SAx
I.IF y
E.\ S
1-'f' X
Lff X
ur "
LIf K
L1fll
LIF X
$JO.!12
$97.'"
$".56
SJ.9'2.
~~O
S36.04
$lSS.1O
551.00
un
$42.16
S'l..M
$5.93
SI~.40
$JO.%1
SS.~9
$141.61
GRAND HORIZONS
[)tIt: OJ/fl'il/Q6
Gl..ASS 1{00M WALLS
W.Il$ ... .... T ... " tJF ,; 11),00
R~_trn~~ ---
_.x_ - ~Sq.Ft. x S:l.20 ~/OO
0Il&liS n.--..... .. . .. .. ........... .. h EA )i. $)57.00 $lI,1II1
-
HlIIIClllailing... . .' .. ... .. .... .. ' ....., lfi' :II: S2.Z.lJ 50,00
-
Step JtaJli"f".....".......... -,.. -"" 1 EA 1( m.ll~ $\'~,7\l
$Z...,"",$% Garqc: DtQ'. 0 .....0... II .FA ,.. $U.OO
- - -
SI ~~1GUaae Dour Hcada' x I3A J/. ~.O(J
- - ~ -
W. ' t)oot Opcacr Jt EA " $Cl.QlI
- - -
SAI.W Mise:: So,II'J
t>...-A'- ~.... ALI)MTNlJM'lO'r,o\L
flaJ~ J9.ll6O,...
1:7%."
1m '16 CONCltE"m Al'm BRKX wOIU{
11~.N reo Slab.............. ~ x ~ - 111' S4, Fr. x $~,06 U67,J{1
-
$'f36,$9 ".0 St............... IS 1t ...!!.. - !.c Sq.fL J<. $3.06 $4.0,64
~,ClD Njo 5Mb.............. ... X '1 -_ Sq....... x 13 .1)lS JI.4J:'~ '
---
SIr,oo No $Ilib.............. 2!L lr;...!!.. - ...!.!!... Sq. fo"t. x ~.06 sn~JO
11).00 S* 'WaIk.............. ) " . . -l!- Sq. P'L X SJ.06 ~~'.1%
- -
iCl,ilCI Driveway..... .......... ....!!.... x..1!... .. .JL Sq.ft. x SJ.Ofi SI.Jpl)l
to,~ Dri~ 'laU.m..... . x n "" -- Sq.Ft, l", S4.~9 $4Q3,9%
~Uliliq........... =. 1Jr' ....L .- " S'34.600 $3C,6v
11."Uf kai_hrio ~ c- ,}II,'" lC, - ~ Sq" Ft. lJ( $9.~~ JI."!m,A<l
- -
Raised 1>cio 6 C- x .. " ~q. ,"'t. x SI},,56 $0,00
- -
'11f," 0\<.. 6 s- ft,.. ,"'~ x , a .. l,iF ... S2.96 iSn,~
SO.(lO Foow &xll ItdnfOl'Cll8d:::..::::- -
.. '(,.If 3;, $'.%1 SZ5"7~
- $413,)9
$0.00 E~ Ihl% RsiDti:ned...,.. ,.,.. -,) LIF X $7.31
to,\lO $lcirdftJ FOClIlef'. ..... ......... . .... .., 2L LiF I( S4,l~ $,U,',1iI\
So.oO I Tread Step... ................... - EA ), SJ09.J7 $Il.1lO
:z TrIad S..,........ ....... ....... fA ,", SZI8.74 $000
-
SI."I,tO , Trc. S_.,.......,............ .: f..A J( S32U2 s.;~,Z4
4x4 Stoop..... .................. .. EA X $.z?~.$2 su,oo
-
11".1'0 Brick. SkirtiQl M.x ~ Hip
s.11.00 .Wl Brick: Air . LlF @_ Courses X $2.29 1Il,~lI.I
-
SIO,9' Split Bride Solid ~ L1F @...!... c~ X 52,'2 ').ult.,44
11),01) Fill Dirt.................... .......'., 6 ~ ,. $137,70 SI:lUo
10,0(1 ...................................................... $100.00 SIOO,1IO
Mise: ~ w~ n..... S~U4
tD.OO Lot ~.......................... .x. $3S7.00 $000
$0,00 NOTE: Acconfit\CID *= FL BuiltJiq Code'
$0,00 .. Cl*lJcis ftO( . $UQ('.N~ ~voNem UDtil if
..110 rwcbes 1/4- ja widIh.
$1.00
CONCRETE
ALUMINUM
P:ERMIT
T^X
TOTAL
$12,791.47
$9,960."
$350.00
$0.00
$23.102.35
SIGN:
$0.00 DAn;
~AX TO: '1'~71S-6SIS
FOR ENGINEERIN<i.
4U ............ .... ....... .... ...,....... ,... _ ).... A "lllIANG Cft4.llGf 0' J$%,... __ .at. he ~... all ...... IlCCO\lllC, la ltn'~n,
"!lIIII'IALI'I:.cUITAQ all.U''~ .~.-..y...---. -.nMATltSAJIS........ CiOOIt ~lU~'W5-
l'd
~
~.~~v~, I I :90OC' -6e1-1';
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
~BERRY,FL 33860
(863)646-5517
Date:
03/17/06
B&H Construction
Zephyrhills, FL
Re:
Address:
2006 Jacobsen
37623 Gill Ave
Zephyrhills, Fl.
Mod. #: CL 35501 W
Lot #: 288
Dear Sirs,
This letter is to certify that I have reviewed the above referenced
structure to determine the structural adequacy of the existing structure
to receive the attached structure. The proposed structure is roughly a
10x28 Raised Screen Room, a 8x12 Shed and a 12x39 Carport.
The existing mobile home, has been considered and is adequate
as a host structure, with the blocking and anchoring at 5'4". Based upon
review and acceptance of other structure to home per manufacturers
requirements.
As always, should you have any questions, please feel free to call
me at any time.
7itV
Leonard G. Wood
4034 The Fenway
Mulberry, FL 33860
REVIEW DATE, diaJ..
CITY OF ZEPHY ,:)
BUILDING OFFlCIAlf2[d / /6. )
')
t<
~J.'
1
\ I
, /9
J-r-- 31' 1r
J.x?
/J1o A /L1!i I-hm~
lot ~
~ pfd,o ~
t~ ~
I
I). 'HeJ
I
/00
t
,
S-/
r
/tJO
39 ~
')(
""6
&il1
;~ -4-8"
,
Jq
- 9 {
[A5c!11tV ( ..1.-
, ,
O~ (/,I~w'Y"
{~A5c/l16tV r
---I-
1<
/
s-?
>1
lj)r )8-<i"
.....
3 ?(P ~3 C;; LL A-I/E
"
GRA)J d fhte /2.fJIJJ
l"-
I"-
M
I"-
~
W
a.. 0 ,
"8 ~l€
o~~
SQJ-l '
j~u.._ I
E~ ~ '
~ ~ QJ
OM:9
QJ 0 ::J
-' ~ ~ ,
I~
/J
>1
r
I
I I .
-'
''\j ~
~.
,~ .~ ~'
v ~ ~
I ~
~~ i ,~ ~
......
~ ~ '~
~ '~~ ~ ~ ~
\ l~ ~~~ ""
-
t- ~~ ~ ~A2.
-
--- ~ \JS~ ~ -~
- ~~~
- ~ ~
- v
J ~ '~
\j
" ~'"
" 9
~~
~
~~ <l.....
k~ ~
<<
~ ~
,~ ~ ~
". ~ ~ -~
~i ~ i':: ~ ~~ .~
I'" 'I) "" ~ ~C0. ~~
~ ~~~~ ~
- ..... .. ~
~~~ ~t
~ ~~~~~ ~~ ~ ~ ~ .....
f--~ .....
~~ ~ ("')
~~ ~~~~ .....
~~ ~ ~ ;
~~ ~~~ '- 0-..... <K w
~~ '" ~ ~ .~ ~ ~V) '':;.~,,~ \ Q.
~~'-~~.. ~ ~~ '0>-
I ~~ ""A \ "~ o ro
I"<J.....~~ o :;:
,,< \(j -"; ~ 5:ai
, \j" 'u...
~~ ~"\~ c.9C1)
.- '0';:'
-~ (;jl-
c:~
=- 0(";
- 4)0
I ~~
IL
./
/'" I" ./ III \ \ \
/'" ,/ \ \ \.
./ ", \ \ \.
~ ./ "
I- ./ /0
./
./
/
./ ~
....
o
<0
co
("')
("')
~
u...
~
Q;
:E
~
~
I
10
l'
~r
T
/
t
~ /1'
>f3~~<
/
c2?
>/
'-~
~
<J
~
~
~
()
~
~
'~~
~\.Jj
~~
~'v\
t ........
.......~
~
'--.~
~
'-
,~
~
~'"
~
'-3
~o...
,
'-
.....
.~
~
VJ
"
~
fYJ
........
'i
-....
'-
~
"'-
-1
N
~~
~ ~.~
~~~
~~ ~~
~ ~\U
~~ ~ II
" 0
~ ,,~
\.)
~\,J
~
.~~
'\;;~
~~
::.Vj
~'\J
~ ~j
~.~
~~
~
~
,...
,...
M
,...
'<t
'II:
UJ
Q.
o
'0 >. to
Octlco
O~M
3:c:M
0Lfu:
'E1!~
ctI f- ...
c: '<t V
OM.o
vo:;
...Jv~
r
~~,dT 06uJ
I( . () 5md
cf{r~ Xf 06 rr
.see f~ 7
'yl () /_ 05tl1fi
J.. II i 6 ( fR
5EC If ?
~
4
1
/ "I'
Cfq
1
I I
r; /0
I I (
I) ~3
-t
J'
~
3 '~i 3 YI (J 13~.5 ;;
) ~ c/ C!' ~ HI1/U j7'
5F~ 19 b
/J; ;5E c( SUJ 6
~EC fJf ~
l"-
I"-
M
I"-
;;j;
UJ
0.. 0
t'( -0 "0 >.~
3 'tyd YI65 . ~~:
-r LJC- L/cj~ 0~U._
see.- /-7 "O.c~
Iwftw JH
iL~!Rf6
f"
o1g
~ ~
?; u
z ~e:
I ~ ~~
I~ ~ ~ ~ ~
c-~~--J2~~~
.~~ 1~~~~7~~
.~.. ~.Ol~ ~~ ~ ~ ~~ ~ g
~ < b ol~ ~ eJ (y
~~~~~~~~~ ~~
"'- :;;; co ~ -I~ :r: u 3 g:
:: ~ ~ I~ 0 ; 2 ~ ~ ~ ~
-~u..<~_ + +o:!~'<!
'!;
~
I
u '"
;z; '"
:::; Q ~ ""t;j
t.t..<r""IOOLLlUJ
;z;o<~18
w~Cl.;,:gu
UW~;::::JQ
tL,~O'A.i5
e~i~~g~
~~ui~~CQ;
8~1..ltL,~~O
~o ~~~~
a5~ '!- 0
"~~~~8~
0::: 0 W ,CI)'"
o"'N8Ul~;:)
t.I.. ooi:~CQ
o
Vl ;x:1-
~o~~
o<offi
zglX~
~o~o
Vl~>-z
"':3::1<
~~<~
w<~o
~...i2:t
~...i2~
Z ,0 iii
o....J:Io
oo~
~~~~
Vlt:10
Vl<<1-
<....Ju~
~~~i:!
E3~>bQ
>'-' QV)~::l5
~ @32~~
:z: <~V)V)o
....J ;;Jei3filo
;2 >-:<f:V)~
w ~I-~~~
~ ~~f11!Ct:J
w,,-:I~w
~~8~~
REVIEW DATE:' ~, -
CITY OF ZEPHYRH LL
BUILDING OFFICIAL
~
~~
",,-<>
;:::$
Z
D
~
r-
U
:=J
Ci
f-
(/)
Z(/)
DH
UCi
~<[
~H
ZZ
~<I
:2:r-
:=JC/l
~
<I
lJl
o
o
(\J
(,:l
Z
<
I
0::
W
>
o
Ho:l 11'111I .p.r
I NO~ _____.,
c______________,____ l
w
Z
::J \
0::
W
u..-I
CIl~
z+
~ _J
....~
025
-< II
9
~
~
~3
Utrl
100
~~
~i
~
r..tJ
:1
N
w
ww::I
0::0::0
<:;,:I:
IIltiwo
O::l:::!Z
-<o::m::l
0li;00
-I ::I~
Ol:!:l" ........
ZIZZ
i....~g
o::lx~
z~w Z
-<lJ..w::>
::loxf2
>- W ....
>O:::I:W
-<w"I
0::L..::l....
t:l~oo
-1<0::....
-IO::Xz
<........ -
w
::I
o
I
~
CD
o
::I
c.:>
Z
f=
!::2
X
w
I-
III
o
a..
:::E
::l
Z
:::E
::l
-I
-<
o
Ul
q
o
)(
.
...,
)(
.
...,
U M
~ O~ ""t;j
<MOO~IJJ
rio<~",g
~~g""zu
Ut.I.l~~j~
.:\. t:>~~~~~~
\)'....1 t; al (/:l ~ al 5
~ 8 ~!~ ~ i ~ ~
i ~o s::!~~V>
& 2l~ '....!~
"~fu~~~~~
f5~N8 ~al
t.L. 00
III
U
W
0..
III
c.:>
z~
-::>
Gz
0<
-I:::IE
m
o
0::....
W
....0
ww
:::Eu
--<
elo::
o..m
~~
CIl
W
0::
a..
.-J
o
III
:::E
::>
:::E
Z
/;
::>
III
III
-<
N
- .
)( "'"
· N
/Xl )(
)( .
. ....
/XlN
Lo..
III
a..
8
o.
..... .....
.....
~ ~~
:; ~~
uJ ro"I_,......
@~,,;. ~:a:;
Ot.I.lCl>-~~'";'
',~8<3~~
o ~~~""'lJ:i;::;-
ffi(jrE>-z~
~~ffi~~
o 5..:;l~~
~~~~~
~
W
li-
(/)
Z
<[
(}:':
I-
H
<I:
D
1
--1
W
...J
f--j
r-q
2.::
D
1-[
Li-
D
o
(}:':
~!
>-..,
L
:J
---.J
<I: 1
U M
25 Q ~ to
~<~:GWW
0<( V'l ~o
Gi~A~Vl8
u~2;::::~i
""' 0' "'-
~ ~"'~U
~I 8 ~~ ~"~~~
1 ~~~~~~~
,,~~Nw8
:c;~~~13~
~ OO~~al
.
~
a
c:i
)(
~ ~J I I
~~ . . 0 0
III ~ I I
I I
0 ;., .... "0 N
z - - - -
i N
x - -
~ ~ ~!
e ; . " , .
j '" '"
- 0 ~~ I I I I
Y.l
I ffi ;., ".t b N
-
~ ~ ~ 0
&I ~ - -
I ~ ~! I
0 ~ is ,
~ - . It')
~~ I I III I
b N I
&I. - - 01 -
0
:::I ~ -
i or III 10
~ ~ x ~
~ u ~
~ 0
I;;; ;;; ;;; ;;;
~
11.
I
l:
lZ
tlI
ii
.
..,
~
~~
~~
~
. I
"" III
I J
~ ;.,
,
. ...
... I
I .
C. :
I
t'l
o
z
i
~ ! j
; I ~ _
~ n i
~ i ~ ~i I ~ Y.l
~ ~ ~ ~~ ~ ~
o
~ ~
~ ~
~ ~
,
I 0
'" I
I .
. 0
10 _
r-
r-
M
r-
"'
~
LJ
Z
~
Ct::1
w
w
z
~
LJ
31
Ct::
w
(/)
~
Ci
""
(Y)
, r
~ ~ e ~ ~ ~ ~ ~I
~ ii~ ~115 j! I ~~
p ~ ~ ~ i ! i ~~
/ ~ I h ~! ~ : ~ ~ ~d
~
'1>-
~
...
I~
la
~2 ~... ~
~~ ~a ~
~~ 8
~---- - --1 j ~ ~
l____ __ 0 _~~ ~ ~ ~
~~lll ~
II( i: 'oJ I::Q
~I~ ~
r------ - ---y ~ ~ '~ ~
'0000 ~~.. a
L____________ ~
C/.l
~
z
W
:s::
il
wJ
l...
~~
:::J~
;i.
~
-
-\....
"t"\
""
~
"ll.
i; I!~ i
i i; ;H
~!~e~~ ~i! i
i;~ li;,'~t ~
i i !~I i H! I ~
~ ~ ,i h~ I ~
! ~; I' ~
~'l ;
,'I'~'" ,.' If
10' "
.....1.:,.'1"....,,' ~ w
. r "',,,' ~ W.I
l' .'...... III
,.", i;--::, .:l
o 0 lS;Od I1nHII'\mY .[I.Z
~~:l'O .il SI1S ,zxoll 1M .l.S0cI 1.1 0% r-'~~
i 0 8'0 .P.I OOY ')jOYS ,'r aNY 1I3NWOO .l.Y
o z
u .0(
'i ~ ~
i ~r~~
<-' o. :;..
~ ~~~~
ij ~:;'I..
T ~i~;
, i I 0 ~Jg
co~ \ \ ~~ o~"-~<<~
~ ~ ..., V'\ t ~ '_
~:r ......!/l N~ )(
'_ LJ ~ 11! )( l ~
, t:
)(N 0.. ~~, ...........-........
:=:: x ~~ N_N"l
....u 'Si (II
~j e:J
1-8 x
..........! \.tJ I1lC
): 0: Lo.. l- ~
j~ ~ t~
'" ~ 0. :z
~ l~ 8;
;:> ~ - ...... ~
coO
I Z
.0('
o.~
z
0
~
f-
U
W ~
(/)
L
0 0
0 ~ 8 ~~V1V1V!
(Y ~~~
lI/ ~~rrrrr
Z ~ g~~~~~~
W c;j
z
W ~ ~ ~~:An:D
(Y
u ~ w
(/) ~ <<
I I::Q
N
(Y "- ~~
I
0 ii lC
I
~ III i~n~~~
<I: "-
I
Z I N
<r I
P=l
<I: ~fc~~~:::
u . . . ~~~~~~~
...J
<I: ~
U
~
0... ~
>-
f- I
....
"
I
N
~ I %
~ I
"1 i
.J !i
w I
3 I
..
~ : ~~ ~$
o I
~ I
I I
I ~ ~
I :
~ : ...~
i
j L
CIlN A J.HOOH
iN'
!~
'" !~I
L...
-
~
- ,i> m f
~' i ,,.
~/ ) I
,-,-.i
Z ; ~i ( ~
l ~I
~ ~
1 ,
~ ~
, I
M
~ I
~ ~
~ ~~ I
~ ' tJlll'fA lHOOH
r
i I
I
~~ I
~ e / I
~~ / /
~ ~ I / /
L"- ~ ," I
, ~ / /
~8 )
/ /
r~ ~~ ~ / /
/ I
!i I I
,0 / / "1
~~ ~ ~
!~ \ , >
, , ~ >
, , 2
:1 ' ,
, , t\
, , ~
,
U ,
, ,
HOU:l3rCll.tl 1'1101 ' , 1$
\ \
j= \
,
,
~~ \.
I
I
I
L
f-
V>
o
"-
,
'"
x
I
'"
~
..JOt
~,
"'zOt
(,too(
:1: :r V1
~U~
I 00
~f-Cf)
-f-;:)
)( V'l ex
Ll~~
2
g~~
I w.._
IO..J,
:;"1 N
I"ex
",0
ex ~ I
~d~
OZ""
>-Zl
"'<(-
OX'
n..U:l;
--.J
<:(
I-
W
o
z
o
I-
U
W
Z
Z
o
U
l-
V)
. t;; 0
.. 5 Cl-
I" ,: 6, ~
", U "::l --.J
,,",,0';:::-8 <t
,.., :,!. ~ u
~)( ~ 0...
- ~~,- >-
13';:::- ~ I-
er:
n<......L4.l
ON 0
X""'" %
~~~
0""
I-~
~""
<>..S
,,-'
0-
Cl~
it,
xl"'>
0.....
(O~
~f:J r/l
I-
r/l~ r/lr/l
<((,Ll $~ -
"-::C
iIl~,--?
I~ ~
X~
~~ l 0
~6 :~ t:
D-
o..
0;]: i
(,Lll- ,~ 2
(Or/l
~~ -k.'" 8
,~
~13 ...
, IX
~~ ::I;]: w
~~ Cl.
N<>" aJ,., l
::c ;:C,^ ...
0
uu >-~
<(<( ~Cl
l=l= <c.
<(<( 0..<0
l.l_o
~ )(
,
,..",
u,
"'''''
%
%0
02
0<(
U r<)
;;Q~,,",~
~<~~l~
~~~~V18
, ~n~~~~
i ~ ii'~,lu
~ .tt:;!~
~~ ~~~~
~ ~~~~
l"-
I"-
I"- ,..
,..
M '"
: ~~
uj ~~ :
o~~ <;:;-~I
u.l u.l ' ~'" 0
Ot:!,Clg>- ~"':
, 6 < ~:
0o~,~"',~~
ffi<.:le>-~~
z ~~~..~
@ 8~:J~(g
....l ~..}:f--}:
f- ~
r/l....l
g:;! ~
~~ r./l
~@ ~
ur/l r-
<(0 ~
S~
U u
z Z
0 0
u~ I-
o~ <:( U
~~ 0
z ~
tl:5 ~~~ :::::> 0
~, 0
>-ox ~
>~ Z
~~ 8 ,> ::I U
'II: ::l 0
',,", ::I -
2;':j3iz:i I ~
;~~~~ I- r-
-.J U
...J 01: 0 ~
~S:i~~ Z
gWl\D:s8 0 r./l
! ~~~ ~ ~ ~
V1 ,:l2~.w~
aJ~ W <t:
~~ ~~~I; > u
' ::l I-
Ner: ,.!,~~ ~
~i!: <:( ~
~ Z ~
n'" , 0:::
.."
fX~ W r-
01
f--N I-
ti;~ --.J
~, <:(
III
"
';17
, ~ I
,..,
;r:J ~I
u...c
>-t,;; 'I
O2 ,_ '- .tJ,
z_
----.----------
.-..--.--.-...-....-..-..-.------
.7: L
f-
I
~ 21'-0"
w
I
"
~
J" ~ ~.;y
24 -0 "'" " ~ 1/
J ,,~I'--. ~ ~9""~ I ~~.J
23 -0 I~ "" ~ 0)> "'~
""- ~ .? ... .............. <Jr <.:; ~
"~ ""-. ~ c .~ '" "- y. ~.-it. '-~
~ ..........~. C~~, "r---..... 'S ~
~<""-""',,<.!,C "
~~~O;~S/~~ ""~
~< ....~ --~
~,~S ~'-.. ~ JL 311
I~~""~ '.
~~ IAJ... ~__
I
~~K --I'i~'
.........
............
22'-0"
,2 5-
'"
~
-----)t~
x
4: 20'-0"
:::t
~
o
.1 19'-0"
UI ~
~ 1 8 J - 0 " /'..... ....
~ "~ ~~...
~ J" I "r::::--... ",,- JrO ~
x 17 -0 , ........~ '0<
; ~~t! ~6" ~~S
(j 16'-0" ~I,)'06 I\. ""'~
~ ~t '.~L'I \ --...~
::)15'-0" '""'" SAl
~ ~ ~I'.........
~ 14'-0" ....~"-- .-J
z: tf" rs-;; "'\
; 13 - ~~
t; '" ~ Ort.d
en 12 -0 r------ .......~. T.').
~ I .~ 0
~ .......... S~{S
Bi11'-0" "............ ~
~ ~--
~ 10'-0" ')'J
X ~""'.c;"
~ I..........r:.. o. ( So .
g' 0" 'I.....
- ____ . ~L..I"
~---
r--
~----
----'-.
............... ......................
__ / I'
I P
--~
I'--. !l B"
8'-0"
.
l.?
..... :-----.. M '
............ 0 .
~~r-- ::
INri J.r -If
FOR: B.t:H CONSTOF CEN FL INC
4025 MORRIS BRIDGE ROAD
--- _ ZEPHYR.HIl.Ls, FLORIDA 33543
800-224-1206~!...~ 813-715-6585
11iESE ST ANDA!W:S AND PLANS MEET
TIm 2004 FLORIDA BUILDING CODE
BtJUDlNG SECTION 1609
: l;;tiPivkn
(EONARn G, "GEO~ WOOD
ENGINEER
LEONARD G, WOOD, P,E, ~47377
403~ TIm FENWA Y
MVl...B ERR Y, FLORIDA 33 8 60
TELEPHONE/FAX (&63) 646-55/7
MOBILE (863) 2&7.7073
l
'I
N
r- ~ ""
7',-0" lO \.0 10
I I I
\.0 lO r--. .' r--. Co DO O'l
,
lO
I
O'l
MAXIMUM TRISUTARY WIDTHS OF SEAMS
EDGE BEAMS AND CENTER BEAMS
BEAM SPAN CURVES - 110 MPH WIND VELOCITY
5
8
.~
! ~ ~
~go
g~-
~ ,0 i
~~...
~ " ~
i ~ ~
~ ~ ~
~ : :l
~ - ~
"'':'8
~~...
~~!
:~3
.::.~ ~
.ct~:)
~
a:
..J
'"
~
a..
a:
o
~
a..
It!
o
>-
'"
>-
j
a..
o
Z
o
u
UJ
VI
5 ~ ~
I ~ g
.,! i
i 11
.! ~
~~ 7'YY
U.ite~
\, I
~ ~~, ~
~
~
\.,
:I '"
5 '" i'i
'"
i (") If')
'" I
J JE
~
I 0
~
.
. N
. ><
I
N
~
a:
I~~ \oJ
~
.,0 % LJ
~~~ ~ z
13; f--l
:L
~il <[
~
LL
\.,di ~
'iii' I- r:::l
~ 8 0
~~ ~ 0
! t~~,~ :3
... ..,..
.~!i~~~
I! I! ~ u
\O~!~! 0:
~-. J
!. !~ ~
Vl
i~
:i
~~
~~
,
~-
<<~
>-::>
~
a..
~
8
a..~
::>::>
u~
0:1
~~
~i
~I
I~
::>ClI
~~
~:
~~
~
~~
(5
',.>-
'0
-I-
2.~
.s~
,a..
~o
~~
~~
....B
~x
~~
..
~>
~~
[
~
~
...
~
i
a..
i
~~ .
~si
~~~
S~i
~~-
~&~
N~
~~i
x
VI
Z
;;:
g- Zl lHOI H XV"
>- S. .
~ :I~
~~I~
%z~l4l
i~i~
~!i~
~~It:;
iz '
1;;0 ~
!=:"~I
(;)Ejg)(
9 ~ I'
!~~~
~o~:
~~~~
a!!!~
III
~
~
I
..
"
.
N
N'
.....
(;) ci
z '"
- a:
i!: '5
il4lS
)(~;
g~u
· 2 ~
N()1Il
~2tl
~~~
IIlU
~~o
~ z
~~:r
!!~
i~i
,'"
~i!:
u
c:i
,
..
~
~
I
..
><
,
N
.-J
--l
<[
::3
r=l
:=J
f-
(/)
:=J
u::
I
f-
z
o
>--<
f-
U
W
(/)
--l
<[
U
>--<
CL
>-
f-
~~
3i> ;2
, w ::l
~;~~81
0(' i!
o..~ ~ ~
8~3~~
~~...~ 8
~ ~i. ~ f
:g .w~
g Cl: IS
~~~I~
~
z
o
~
<(
o
z >-
:::> ..J
o ~
u- ~ ~
() ! ~
:J: w
~ ~
o ;2
6 ~~
~ ~ ~
~ -
0:::
o
(L
0:::
<(
()
'I
::c
IIlll:
~~
3i> ;2
. w ::l
~~58~
0.. ~~8 i2
8~..J~
~~~~
~~~~ f
o~~.w~.
~~~e\ .
~3l!i! ~
t
z
o
~
<(
o
z
:::>
o
u-
()
:r: tl
~ i~ ~
o ,~z
Z ~,~
~, , 0 ~ ~ Q
, .' " . 2:.. jIi ~ ~
" ',.-, , .' I ~ l:l~ t!
~'. ' w-
,:. "... '~, .'. >1 ~ ~
. ,,'. N - WW
. ',':' , .' - t- 32 s
, '.' , <( e: 0(
z 0..
0:::8~~~
.Z~ w~ s j 2::
~ ~::l ~
<( . ~ ~
-N ..;
J
It ·
i~
~ ~
;~
.
~~
i~ ~
'-J~i
.~..,
... ..
:.!.~
~....~
('XVI'C) ('NII'C)
.zs: Z~
fu
w
o
.
...
N
t;
o
a..
x
;~
~> ;2
~~w i
0.. S~ ~ il
8->~
~I
;~I~~ f
o~ .w~
86 ;..;
~3~~~
~ ~
~ .r'W-i
~ l'
z ~ ':1" ~
~~ '[' >
~-
.w . ---
~ : ~J: illI
~~ .H
o~ I I
~ .~ ...ll:::::=
r;j9 :\1
10'''' '1,1
Vi 13 'I
i: JI
w..J
i:w
~
~1Il
'Z.;J,
~g
N'
0-
.....0::
o
aX
:JlO
...
2::0(
! ~!
I li~
~ ~~
w
o
0(
l!:!
:;)
III
..J
~
c
l!
0::
~
a
z
::l
~
9
~
.
N
...
a
~
:2
Z
:i
0(
~
Iii
::l
:E
~
;: Z
~ D
5 ~
...
w
:1:
.....
13
~
.....
i
w
~ ~
~ <[
z U
~
(l.
>-
f-
gradient, load intensity and erosion characteristics of slope
material,
1805.4 Footings. Footings shall be designed and constructed in
accordance wi th Sections 1805.4,1 through 1805.4.6,
1805.4.1 Design. Footings shall be so designed that the
allowable bearing capacity of the soil is not exceeded, and
that differential settlement is minimized. The minimum
width of footings shall be 12 inches (305 mm),
Footings in areas with expansive soils shall be designed
In accordance with the provisions of Section 1805,8.
1805.4.1.1 Design loads. Footings shall be designed for
the most unfavorable effects due to the combinations of
loads specified in Section 1605,3, The dead load shall in-
clude the weight of foundations, footings and overlying
fill. Reduced live loads, as specified in Section 1607,9,
are pennitted to be used in designing footings,
1805.4.1.2 Vibratory loads. Where machinery opera-
lions or other vibrations are transmitted through the
foundation, consideration shall be given in the footing
design to prevent detrimental disturbances of the soil.
1805.4.2 Concrete footings. The design, materials and con-
struction of concrete footings shall comply with Sections
1805.4,2,1 through 1805.4,2.6 and the provisions of Chap-
ter 19,
Exception: Where a specific design is not provided, con-
crete footings supporting walls of light-frame construc-
tion are pennitted to be designed in accordance with
Table 1805.4,2,
1805.4.2.1 Concrete strength. Concrete in footings
shall have a specified compressi ve strength (f' ,) of not
less than 2,500 pounds per square inch (psi) (17237 kPa)
at 28 days,
1805.4.2.2 Reserved.
SOILS AND FOUNDATIONS
1805.4.2.3 Plain concrete footings. The edge thickness
of plain concrete footings supporting walls of other than
light-frame construction shall not be less than 8 I nc hes
(203 nun) where placed on soil.
Exception: For plain concrete footings supporting
Group R-3 occupancies, the edge thick.ness is permi i-
ted to be 6 inches (152 mm), provided that the footing
does not extend beyond a distance greater than the
thickness of the footing on either side of the supported
wall,
1805.4.2.4 Placement of concrete. Concrete footings
shall n~t be placed through water unless a tremie or olber
methoo approved by the building official is used Where
placed under or in the presence of water, the concrete
shall be deposited by approved means to ensure mini-
mum segregation of the mix and negligible turbu lence 01
the water.
1805.4.2.5 Protection of concrete. Concrete foollngs
shall be protected from freezing during depositing and fOI
a period of not less than five days thereafter. Waler shall
not be allowed to flow through the deposited concrete
1805.4.2.6 Forming of concrete. Concrete foolings are
pernuttedto be cast against the earth where, in the opin-
ion of the building official, soil conditions do not requ 1 re
forming. Where forming is required, it shall be in accor-
dance with Chapter 6 ofACI 318,
1805.4.3 Masonry-unit footings. The design, malel'lals
and construction of masonry-unit footings shall compil
with Sections 1805.4,3,1 and 1805.4.3,2, and the proVIS lon,
of Chapter 21,
Exception: Where a specific design is not provided, ma-
sonry-unit footings supporting walls of light-frame con-
struction are pennitted to be designed in accordance Wit h
Table 1805.4,2,
1805.4.3.1 Dimensions. Masonry-unit footings shall be
,laid in Type M or S mortar complying with Sectlun
II
TABLE 1805.4.2
FOOTINGS SUPPORTING WALLS OF LIGHT.FRAME CONSTRUCTIONs, b, c, d
WIDTH OF THICKNESS OF
NUMBER OF FLOORS FOOTING FOOTING
SUPPORTED BY THE FOOTING' (Inoh..) (Inches)
I I 12 6 ,
I
2 15 6
3 18 8f
II
For 51. ] Inch = 25.4 mm, I foot = 304,8 mm,
" Deplh of footings shall be in accordance with Section] 805,2,
b The ground under the floor is permitted to be excavated to the elevation of the top of the footing,
Interior.stud-bearing walls are permitted to be supported by isolated footings, The footing width and length shall be twice the width shown In this table. '"1l! IOl.I,
Ings shall be spaced not more than 6 feet on center,
II d For thickness of foundation walls. see Section 1805,5,
e, Footings are permitted to support a roof in addition to the stipulated number of floors, Footings supporting roof only shall be as required for supponing one 11llor
t Pia; n concrete footings for Group R-3 occupancies are pennitted to be 6 incites thick,
FLORIDA BUILDING CODE - BUILDING
18,5
State of
,~~
NOTICE OF COMMENCEMENT
County of ~~\:()
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,
and in accordance with Chapter 713, Florida Statutes, the following information is provided in
this Notice of Commencement:
1. Description of Property: Parcel No. ~\~3 ~~\ \ \\.--J\L ~ ~~~
~-6)~-~\-CD\D-~~l~ ~~~~
(Legal description of the property and street address if available)
2. General Description ofImprovemen~"y ~ ,~~\-)\.l.c'\~ \0.{\-=:>~~ -\-.
11111111111111111111111111111111111111111111111111111111111/
2006100581
3. Owner Information: Name~~\:'.\'r\ ~'\'C':i)\'f)~-Q
Addre;;l'u:.,'-t'::, k W<<~~~ \\( CitZ'S2Q\\j (~ \ t " St~t~ ~5:::N \
Interest in Property:
Name of Fee Simple Titleholder:
(If other than owner)
Rcpt : 998649 Rec: 0100.000
O 00 IT',
os: . . Dpty Clerk
05/16/06 -----
Address City
R" Contractor: Nam~~'0..t ~"& ~ \ ~
Addres~ ~ I" ~'\~Q 2c'kityC3l~:~{\;' \~
5. Surety: Name
S ta te
Stat~ . ~'~~~3
Address
City
State
Amount of Bond: $
6. Lender: Name
JED PITTMAN. PASCO COUNTY CLERK
05/16/06 11 :58am 1 of 1
OR BK 6990 PG 393
Address
City
State
7. Persons within the State of Florida designated by Owner upon whom notices or other
documents may be served as provided by Section 713.13 (1) (a) (7), Florida Statutes:
Name
Address
City
State
8. In addition to himself, Owner designates
of. . . to receive a copy of the Lienor's Notice as
provIded m SectIOn 713.13 (1) (b), Florida Statutes.
9. Expiratio? date of Notice of Commencement (the expiration date is 1 year from the date
of recordmg unless a different date is specified.)
Signature of Owner.
S worn to and su6~c' .
>--.--~,
Notary PubUs:'
My Commission Expires:
. OJ .' .
.. ' .
PC93i~3P48/A .