HomeMy WebLinkAbout07-6826
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
6826
Permit #: 6826
Permit Type: ALUMINUM
Class of Work: ALUMINUM PACKAGE
Proposed Use: MOBILE HOME SUBDIVISION
Sq. Feet: Est. Value:
Cost: 21,831.85 Total Fees: 245.00
Amount Paid: 245.00 Date Paid: 7/02/2007
Address: 37148 NEUKOM AVE L
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0180-00000-3000
Name: B & H C TRUCTI
Addr: 4025 MORRIS BRIDGE RD
TAMPA FL 33543
Phone: 813782-1064 Lic: Phone:
Work Desc: 14X14 SCRN RM, 10X12 SHED, 14X22 CARPORT
Name: B ,
Address: 37148 NEUKOM AVE LOT 300
ZEPHYRHILLS, FL. 33542
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SLAB
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1 ST ROUGH PLUMB
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."
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' CONTRACTORS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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Building Department
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Date Received
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TYPEO.CONSTRUCTION ~ D ~~ D OTHER I
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BUILDING SIZE I I SQFOOTAGEI ~~ 1 HEIGHT I
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~ BUILDING I~\ ~~\~ .. VALUATION OF TOTAL CONSTRUCTION
~CTRICAL 1$.. \ . . . AMP SERVICE t:J PROGRESS ENERGY D W.RE~
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Owner's Name ~s:J ~
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Fee Simple Titleholder NamJ
Fee Simple Titleholder Address
JOB ADDRESS
SUBDIVISION
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WORK PROPOSED
PLUMBING
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VALUATION OF MECHANICAL INSTALLATION
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FLOOD ZONE AREA
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PLUMBER
SIGNATURE
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RESIDENTIAL Attach (2) Plot Plans;.(2) sew ofBulldlrig Plans; (1) set of Energy Fonns
Minimum ten (10) working day~ after submittal date. Required onslle, Construction Plans, Sanitary Facilities & 1 dumpster
COMMERCIAL . Attach (3) sets of Building Plans; (1) lIet of Energy Fonns.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requlremenw 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 II I I I I I , I I . I . . I I I I I " I I I I J . . I I I I I ~ J 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
Direction.:
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 AlC Driveways Fences (PloUSurvey/Footage)
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions
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 violallUI)
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for tlie
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) Sigll
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 understallUS
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change uf
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. Appllcatioll IS
hereby made to obtain a permit to do work and installatlon 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, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Alterirlg
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 CJ
"compensating volume" will be submitted at time of permitting which is prepared by a professional englrleer
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
ry Public
--~.__._._--_.__.._-_._.,..~. .-'.-" .-. .._.._~----"- ..~~, .__.,._...._.~._.~_._~.~.-.'...-.
City of Zephyr hills
BUliDING PLAN REVIEW COMMENTS
Date Received:
. ,
,
frbtf ~. ~'CtA+J9L
7-2-07
'3 7 / <I B N 'f!-lAk.o /r\ ~
1;0 Sf;:::; S"l'h1~ 1<11"\ j ~/tJ)(12~~c~ /fL~ 22~yf..
. Contractor/Homeowner:
Site:
Approved withe below comments: D Denied withe below comments: 0
This comment sheet shall be kept with the permit and/or plans.
a~~'"
K.alvinLSwitzer ...,.. PI Examiner
7:) '0/
Date
Contractor and/or Homeowner
(RequiTed when comments are present)
Ma~ 03 07 04:12p
From:
Grand Horizon Homes
813 7156585
8137823966
04/30/2007 15:02
p. 1
11643 P.001l002
B & H CONSTRUCTION OF CENTRAL FL, INC. l..MIIP
C "13106 402S MORRIS BRIDGE ROAD " .2I2Toll1
FREE ESTIMATES ZEPHYRBILLS, FL 33543 1-800-224-1206
....LICENSED'" BONDED" INSURED · SKIRTING'" STEPS '" ROOM ADDmONS '" ALUMINUM ... CONCRETE....
Lot#: 3011 Subdivision: 37148 NEUKOM AVE GRAND HORIZONS Date: 4130107
-
Lap Siding Color: GLASS ROOM WALLS
Home Serial #: WaDs + + + = 0 I.JF It SO.O~
-- ---
Home Model #: R System Insulated _1_'" -!..Sq. Fl Il $3.20 $0.00
Beam Color: Gless Door........ ......... .......... EA x S357.00 5O.cJIi
-
All aluminum roofs indude: PIDS, Trim. Gutter. Down Hand Railing... . .. ..... . ... .... .. .. ... LIF Il $22.13 so.oc:
-
15POllts. 3lt3 Posts, and FlashiDa. Step RaiJ.ias........................... 2 EA II $92.85 $185.70
50 Pans ~ Ft. Loug . ~ Sq. Ft. x 4.04 - 4.64 13,030.00 Garap Door..... .... .. x EA x 50.00
- - -
Pans Fl Long ~ Sq. Ft. x 4.04 - 4.64- so.oo Garage Door Header x EA x 50.00
- - - -
PlII1S _ Fl Long ...!... Sq. Fl x 4.04 - 4.64 SO.OO Ganse Door Opener 1 EA ]I, $0.00 .
- - -
Pans _ Fl Long ~ Sq. Fl x 4.04 - 4.64 $0.00 Mise: $0.00
Valance...... ...... ................ 70 UF x $4.96 S347.20 ALUMINUM TOfAL 57.915.15
Gutter on HOlDe.. .... .. . .... . .... so LIF x $5.42 $211.00
- CONCRETE AND BRICK. WORK
BeamWork I x $]57.96 $157.96
2x4 8M Beam.. ................... ~ UF x $4.36 S113.36 Patio Slab.............. -2-x~ = ~ Sq. Ft. x $3.21 $53UI
-
2x6 SM Beam..................... 1. L/F x $6.09 5110.52 htio Slab.............. ...E... 1 ~ - 2!!.. Sq. Ft. :II: $3.21 RUI
lx7 SM Beam..................... so UF x 56.58 1329.00 Patio SJeb... ........... _ x _ - -.!-. Sq. Ft. :x $3.21 SO.DO
2x8 SM Beam............... ...... UF x S8 .96 50.00 Patio Slab. .. ....... .... _x_-~ Sq.Fl x 53.21 SO.OO
-
2x9 SM Beam..................... !.IF x 59.72 so.oo Side Walk.............. 2-- x 2!.. - ..!!!. Sq. Fl x 13.21 S36S.!)04
-
2xlO 5MBaam.................... lIF II $]0.62 so.OO Driveway........... .... 2L x..!!.. = ~ Sq. Fl x $3.21 SI,271.16
-
Carport Gable Framing... ....... x $102.00 So.oo Driveway Flair......... -!.... x...!.. - ~ Sq,. Fl x $4.82 1742.28
-
SCREEN ROOM WAlLS Raised Utility... ........ _ I 112" I 4" x $34.60 134.60
LapKP ~+~+~+_=-1L UP x $33.63 51,076.16 Raised Patio 6 C- ~ x....!!.. = 2!!.. Sq. Ft. x $9.74 $ 1,!I09.64
Sc:rccm Door Includes: Raised Patio 6 C- _1_=2- Sq.Fl x. $9.74 $0.00
CloseuDd Threshold............ I EA x $103.S9 S103,s,1 Over 6 per ft per - <<l 1 $ - 210 IJF x $3.04 1631.40
- - -
Gable Fill one Side............ ... UP x $16.71 10.00 Footer Ix 12lleiDfcm:ed. ... .. . .... . 22 LIF It $5.53 S12U6
- SO.OII
lDlIUla1ed Kick Plat&:.. .. ... .. .. '" 1JF x $3.92 Focm:r 12x12 Reinforced... ........ ). IJF x $7.76 $263.14
- S68.66 Skirting FOoter... .... ........... .....
Fan Beam (not ~)............ EA x $11.00 111I5 lJF x $4.28 1453.68
- -
Mise.: 10.00 1 TICId Step...................... EA x SllO.12 suo
-
UTILITY ROOM WALLS 21'1ad Step...................... EA Il $221.59 SO.OO
-
Walls III '+ 12 + 10 + 12 - 44 l.JF x 537.19 11.636.36 3 Tread Step.... h..... ..... n.... 2 EA x S333.22 56'6.....
2x4 Studs 16- OC -
414 Stoop....... ......... ......... EA x $284.52 so.oo
Shed Door and 1 Window....... $166.20 -
EA II $0.00 Brick Skirting Max 5 High
_.
SiDgJe Window (Extnl).....,..... I EA x 560.00 560.00 Split Briclt Air - I.JF lit Counes x $2.52 so.oo
Bug Shield........ .......... ....... $'.22 - -
LIF x so.oo Split Brick Solid 144 I.IF@I 9 Courses x $2.75 13.564.00
- -
Double Shed Doors.. ............ 1 EA s S43S.00 1435.00 Fill Dirt............ ................... ...!.!.. Loeds x $140.00 Sl,54O.DO
Ga..Wdt + + + = 0 L/F x 543.31 SO.OO PtebQt........ .................... .......... ...,......... $100.00 5100.00
VINYL ROOM WAITS - -
Mise: $0.00
Vinyl WalL.... .... n.. ............. LIF x $51.34 so.oo Lot Grading... ...... ......... ........ 1 x 5357.00 $357.00
-
Inside Kick Plate... n. ..... ....... LIF x 15.93 SO.OO NOTE: Acc:ordiDg to 1be FL BuiIdiag Code
-
Lap Top Inside 8l1d Out.......... LIf It $1'.40 so.oo a crack is DOt a structuml prohlem UDtiI it
-
Florida GJO$..... ....... .......... LIF 1I. $10.27 saoo -~
-
Insulate Top aDd Bottom........ LIF 1I. SS.49 so.oo CONCRETE 513.556.00
- SIGN: 3 - 01
Doors include (2) 2 Track Units ALUMINUM $1.915.85
11ln:$bold and CIOIcr............ EA I $147.61 SO.OO DATE: 6''' p $360.00
-
B&H will DOt be responsible for ey leaks FAXTO: 813.71~.s8.s lAX SO.OO
in VINYL ROOM~ X FOR ENGINEERING. TOTAL 521.831.85
AIIwvrb1a1.1p aIIt11DM!d1111ft par..... far 0IIe:rnr. A I'INANCE CILUlGR 01' 1.5% per ..... .ut lie __ _ .. -1IOllId _..Ill .nun
715- -4!:.p('
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY,FL 33860
(863)646-5517
Date: 05/02/07
B & H Construction
Zephyrhills, FL
Re:
Address:
2007 Jacobsen
37148 Neukom Ave
Zephyrhills, FL.
Mod. #: CL 3 4487 W
Lot #: 300
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
14x14 Raised Screen Room, a 10x12 Shed and a 14x22 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.
Ut&n/
Leonard G. Wood
4034 The Fenway
Mulberry, FL 33860
REVIEW DATE J~;). ~ ()~
CITY OF ZEPHYRHILL.
PLANS EXAMINER K-~
rlJ_ \VOKK SHALL COMPLY W1THAL~~:"
PREVAILING CODES, FLORIDA BUILD,;, ,J
CODE, NATIONAL ELECTRIC CODE A~ J
CHY OF ZEPHYRHILLS ORDlNANCE~
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CITY OF ZEPHYRH'2t.S
PLANS EXAMINER~ .
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CODE, NATIONAL TRlC CODE AN~)
CiTY OF ZEPHYRHILLS ORDINANCES
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.T~l.~lfo.x (863) 6<46-5517
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Gradient, load intensity and eros.ian characteristics of slope
MBtcrial.
1805.4Footings shall be designed an constructed in
Allowable bearing capacity of the soil is not exceeded, and
That differentia! settlement is minimized. The minimum
Width offootings shall be 12 inches (305 nun)
Footings in areas with expansive soils shall be designed
In ac<:ordance with the provisions of Section 1805.8.
1805.4.11.1 Design loads, Footings shalJ be designed for
the most unfavorable effects due to the combinations of
loads specified in Section 1605.3. The dead load shall in-
clued the weight of foundations" footings and overlying
filJ. Reduced live loads, as specifted in Section 1607.9.
Are permitted to be used in designing footings.
1805.4.12 Viblll10ry loads. Where machinery opera-
tions or other vibrations are transmitted through the
foundation, consideration shall be &iven in the footing
design to prevent detrimental disturbances of the soil.
1 8OS.4.2 Concrete footings. The design, materials and c0n-
struction of concrete footings shall comply with Sections
1805.42.1 through 1805.4.2.6 and the provisions ofCbap-
tel' 1~.4.2.
Exception: Where a specific design is not provided, coo-
Crete footings supporting walls of/ight-frame construc-
tion are permitted to be designed in accordance with
Table 1805.4.2
1805.42.1 Concrete strength. Concrete in footings
Shall have a specified compressive strength (fc) ofoot
Less than 2,500 pounds per square inch (psi)(17 237 kPa)
At 28 days.
1805.422 Reserved.
SOILS AND FOUNDAAnONS
] 805.4.2.3 Plain concrete footings. The edge thickness
Of plain coocretc footings supporting walls of other than
Light-frame construction shall not be less that 8 inches
(203 nun) where placed on soil.
Exception: For plain concrete footings supporting
Group R-3 occupancies. the ~e thickness is permit-
ted to be 6 inches (152 nun),provided that the footing
Does not extend beyond a distance greater that the
Thic.knes.'l of the footing 00 either side of the supported
Wall.
1805.4.2.4 Placement of concrete. Concrete footIngs
Shall not be placed through water unless a tremie or other
method approved by the building official is used, Whece
placed under or in the presence of water" the concrete
shall be deposited by approved means to ensure mini-
mwn segregation of the mix and negligible turbulence of
the water.
1805.4.2.5 Protection of concrete. Concrete footings
shall be protected from freezing during depositing and foc
8 period ofnot less than five days thereafter. Water shall
Not be allowed to flow through the deposited concrete.
1 &05.4.2.6 Forming of concrete. Concrete footings an:
permitted to be east against the earth where, in the opin-
ion of the building official, soil conditions do not require
forming. Where forming is required, it shall be in accor-
dance with Chapter 6 of ACI 318.
1805.4.3 Masonry-unit footings. The design, materials
and construction of masonry-unit footings shall comply
with Sections 1805.4.3.1 and 1805.4.3.2, and the provisions
Of Chapter 21.
Exception: Where a specific design is DOt provided, ma-
sonry-unit footings supporting walls of light-frame con-
Struction are permitted to b designed in accordance with
Table lSOS.42.
1805.4.3.1 Dimc:zWoos, Masoory-unit footing shall be
laid in Type M or S mortar complying with Section
TABLE 1805.4.2
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCfIONa.b.c.d
WIDTIi OF nnCKNESS OF
NUMBER OF FLOORS FOOTINGS FOOTING
SUPPORTED BY TIlE FOOTINGS. (inches) (inches)
I 12 6
2 15 6
3 18 8
For SI: I inch = 25.4 nun, I foot = 304.8 nun.
&. Depth offootings sbalJ be in accordance with Section 18052.
b. The ground UDder the floor is permitted to be excavated to the elevation of the top of the footing.
c. Interior-ltud-bearing walls are permitted to be supported by isolated footinga. The footing width and length &hall be twice
the width shown in this table, and footings shall be spaced not more than 6 Feet on center.
d. For thickness of foundation walls, see Section 1805.5.
c. Footings are permitted to support a roof in addition to the stipulated number of floors, Footings supporting roof only
Shall be as required for supporting ODe floor.
f Plain cooaete footings for Group R-3 occupancies are permitted to be 6 inches thick:.
NOTICE OF COMMENCEMENT
8 tate 0 f 14",/ hit: Co u n ty o;?~ 1111111111111111""11111111I1111I1111111111111I111111111111
2007113186
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real propcrty,
and in accordance with Chapter 713, Florida Statutes, the following information is prov idcd II \
this Notice of Commencement:
1. Description of Propert)4: Parcel No. 37/4-7/ Alr=>..ukom five Lm:tt.3a:J
3 cf- d-5- a 1- DDIO - D~3 t:f)-l13oo
(Legal description of the property and street address if available)
'")
General Description of Improvement 60rc:en~rY\1 ~H-E.'b" ~AP~rl
3. Owner Information: Name~l'l:i..n.'l> Bo~,("_:on ~o\Y\r-5
A,ddress~ bn:,cJ/'\ ~krl""~'br CitY~'1~~\\l5
Interest in Property:
StateB
Name of Fee Simple Titleholder:
(If other than owner)
Rcpt:1111751 Rec: 10.00
DS: 0. 00 IT: 0. 00
07/02/07 Dpty Clerk
R
Address City
,
Contractor: Nam~ lknsf\Ui'f-1o ('\ 1J*- ~r,\.-\..--(d EL It'\c-
Address 4oas- [l).,r"'; s13..,due.- ~. Ci ty ~yr \'. \ ls
State
StateR 3398
5. Surety: Name
Address
Amount of Bond: $
6. Lender: Name
Address
City
State
JED PITTMAN, PASCO COUNTY CLERK
07/02/07 03: 03=, 1 of' 1
OR BK 755:) PG 395
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 (IS
provided in Section 713.13 (1) (b), Florida Statutes.
9. Expiration date of Notice of Commencement (the expiration date is 1 year from the cln(c
of recording unless a different date is specified.)
Signature of Owner: c~.~
Sworn to and subscribed before me this 30
Notary Public: 4l"~ &~ II. WKl)
~o .
My Commission Expires:
bOoS i3l"'~ be,
- -
day Of-JWVB
, 200/ 0
PC93053048/A
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