HomeMy WebLinkAbout06-5528
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
5528
Permit #: 5528 Issued:
Permit Type: ALUMINUM
Class of Work: ALUMINUM PACKAGE
Proposed Use: MOBILE HOME SUBDIVISION
Sq. Feet: Est. Value:
Cost: 21,323.57 Total Fees: 245.00
Amount Paid: 245.00 Date Paid: 3/08/2006
Address: 37635 LILLY BEA A V LOT 260
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: GRAND HORIZONS
Parcel Number: 34-25-21-0170-00000-2600
Name: B & H CONSTRUCTION OF CENTRAL FL.
Addr: 11494 SEDATE ST.
BROOKSVILLE, FL. 34614
Phone: 813782-1064 Lic:
Work Desc: 16x16 SHED, 20x20 CARPORT
Name: GRAND HORIZON
Address: 37635 LILLY BEA A V LOT 260
ZEPHYRHILLS, FL. 33542
Phone:
8
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FRAME
ELECTRICAL ROUGH
FINAL
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 co encement."
~ ~~
:=:>,L ~~
CONTRACTORS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
(.;J. '1' i: Ub' t,~J:'tU:!'<.HJ.~~~ J:'~RMl 'J.' ; .I\~ .l:'.L,~~'J.' J.()~
BUILDING DEPAR'l'MZNT 5335 e~",Str..ti Zephyrhil18, i'L 33542
813-780-0020 i'~:'813,..780-0021
DM~Z RECEIVED ~- 3 -C>(o
PLANS REVIEW FEE
OWNER' S NAMEU(~\ \-\u\ \ Z-~ t\\\--\V PHON~~~~ -\06'-\
JOB ADDRESS~\ Lsl~~ L\ \ \~~~ ~\-C;;(:,c::{I4'Ls:f)
LEGAL DESCRIPTION: LOT(S) - BLOCK SUBDIVISIO~~~~5'\L""C\
PARCEL 10 #,-~~-0\ -\...""':()~)~~ID..J-ac;:;)~ (OBTAIN FROM PROPERTY TAX NOTTC;F::
WORK PROPSED: ~ CONSTRUCTION Q.....t:r5DITION OALTERATION [J REPAIR ~L
OSIGN
PROPOSED USE: ~ FAMILY DWELLING
OCOMMERCIAL
o MOVE
o DEMOLISH
OMULTI,:",FAMILY 0* OF UNITS
o INDUSTRIAL ,',0 SWIMMING POOL
DMOBILE HOME
~ER
C\\~~\ \\~
RESTAURANT & HE
BUILDING SIZE
SQUARE FOOTAG~~
HEIGHT
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS &, (2) SETS OF BUILDING PLANS & (1) SET ENERGY fORMS
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
~DIl~G
~TRICAL
PERMITS-RJIlQumSTED
~\ ~~~I VALUATION '~;;";~;~~' ~ONSTRUCTION
AMP SERVICE
o
FLORIDA POWER , 'Q W, R, E, c, '\
'--^-.J,\ Q. ~\\~
o PLUMBI NG
o ~~~CHAtHCAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TY PE Of CONSTRUCTION: 0 BLOCK
o fRAME
o STEEL
o OTHER
fINISHED FLOOR ELEVATIONS
I S PROJECT' I N FLOOD ZONE AREA 0 YE S 0 NO
,',..; ,'"
"
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BUILDER
SIGN~~~~~
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~PANY
, ~ STATE CERT OR REGIS! *
\.. ,CITY PROCESSING * aJ6
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************************************************************
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TATE CERT OR REGIST #
CITY PROCESSING # \~~
SIGNATUR
******************************************************************
'-,
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY ,PROCESSING i,
SIGNATURE
******************************************************************
MECHANICAL
COMPANY
STATE CERT OR REGIST *
CITY PROCESSING *
SIGNATURE
************************************.*******...******'*************
OTHER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING i
SIGNATURE
*************************.**.**********.*~~*~*************.******.
A, NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to "deed restrictions" WhlCh
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be requlreu
to be licensed in accordance with state and local regulations. If the contr~ctor 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 intende~ work, they are advised to contact the
City of Zephyrhills Building Department, 813-766-6611.
Furthermore, if the owner has hired a contractor or contractors, h, is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which the'
will be responsible. If you, as the owner signs as the contractor, you are indicating tha
you, rather than the contractor, are responsible for the work. If the contractor Wlshes
you to sign as contractor that may be an indication that he is not properly licensed and 1
not entitled to permitting privileges in the City ot Zephyrhills.
C, TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy ot "Florida's Constructlorl
lien Law _ Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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.
E, 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,
certify that no work or installation has commenced prior to i.suance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction, I also
certify that I understand that the regulations of other governmental agencies may apply t
the intended work, and that it is my responsibility to identity what actions I must ~ake
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitlve
Lands, Water/Wastewater 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 ,
*U,S, Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc,U, it is
understood that a drainage plan addressing a "compensating volume" will be submitted whic
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance,
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 ~equiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unle.. the work authorized by such permit is commenced withl
six months of issuance, or it work authorized by the permit is suspended or abandoned fa
period of six months after the time the work 'is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be request
in writing to the Building Ofticial. An approved inspection must be logged during each
month period, or the project will be considered ~bandoned.
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, CON:
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, JOBS UNDE
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
;Jr1k d1 8~
SIGNATURE~NER OR AGENT SIGNAT~ CONTRACTOR
STAT< OF FLORIDA\t:, =:":: ,<, STATE OF FLORIDA (~~ ::::--,
COUNTY OF ~ ~ COUNTY OF --- -----
The foregoing i strument was ac~~ledged The foregoing
Bef re e t day of~\\::.D, 20~~ Bet e me thi
by by
~ame f person acknowledged) ~am f person acknowledged)
~ho is personally known to me, or ~ is personally known to me, or
trument ~~le~
a of '
~.,---
of identification)
take an oath.
Dwho has produced
(ty
whoO did
Slgnature of
taking' acknowledgement
of person taking acknowledgm
Notary Public State of Florida
Name t
Name t
"
,',
I
1111I111111I1111I11111111111111I1111I11I11 "II/Iilllllll/III
2006043158
This ~pace (or use by Clerk of the Circuit Court only.
,)
Rcpt:975064
os: 0.00
03/03/06
Rec: 10.00
IT: 0.00
Dpty Clerk
JEO PITTMAN, PASCO COUNTY CLERK
03/03/06 12:41~ 1 At..l..
OR BK 686D PG O~\!J
NOTICE OF COMME~~EMEN!
Stale of Florida
1,
2,
General descripllon o( Improvemenls:~'r1 ~
\
'.
C'- (\=>)f.\-
~" ~ . ~'\'\
3a, OwnerName::-"" ~ '~\~f\\ ,\-' .
Owner Address: ~ ~ . \"\c. \)\i'~~\\~~ .r~:)slj \
3b, Owner's inlerestln site:
3c, Fee Simple Tille holder (or other than owner)
Address:
R ' ~:;:;:~~~:g*~~~ 'Ph,"" "K\-~ - 1~- Ou.,",
~' 5, Surely Name: Amount of bond:
Address: Phon.:
6, Lender Name:
Addron:
Conlacl:
Phon.:
. '
7, Person wilhln the Slafe of Florida dellgnaled by owner upon whom nollces or other documents mey be served as provided by
Secllon 7,13.13(1 )(a)7, Florida Statut".
Name:
Address:
Ph9ne Number:
8, In addllion to hlmselr, Owner deslgnat8lthe fallowing person to receive a copy of the Lienor', Notice as provided In S,eclion
7,13.13(1 )(b), Florida Statutes,
Name:
Addre..:
Phone Number:
9,
Expiration dale or Notice of Commencement (explra\lon dale I, on. (1) y,ar fr~m dele of recording unless B different dale Is
,,"""'1 ,'. c.;::------ ___t--._Q.o iH- 01&t1 erJ
~\~L~~",IV"Ofown" --..;)' 6
STATE OF FLORIDA
,~~, ",I /
dBteof'\'\\~U'l ,2~bY
who (Is) (are) personally known 10 me or
t:eUon. who dld/dldnotiake an oalh, '
" produced
-....
!~'. =~=ofFbrida
~~ Z MyCommissionOO463268
.,., o,~' Exptres 0811812009
c,_
Sionalu,u . Notary Public
(A copy of any bond mUll be allechud at the lime or recorda lion or thl, Nollee or Commencement)
STATE OF FLORIDA. .....
COUNTY OF PASCO. · \.. .
THIS IS TO CERTiPf THAt THE FOREGOING IS A,
TRUE AND CORRECT COpy OF T.f4E DOCUMENT ON FILE .
OR OF PUBLIC RECORD IrJ THi~ OFFICE. WITNESS MY .-
HAND AN"D OFFICIAL S(:AL T'I;fIS.~ DAY OF '
JtuA-'..k-' 2~'
JED PITn~f~N C1.t'RK UF CIRCUIT COURT' . '
BY .;J (f?.{L<4:'" _ DEPUTY CLERK
B &: II CONSTRUClION OJ" CENTRAL FL"INC.
4OZ5 MORlUS,BRlDGE ROAD I
ZEP.BYRHILLs. FL 33543 I
..UCENSED. BONDED. INSURED. SfCJkTDlG. STEPS · Jl()()N ADDJT10NS .\ALlJMJNUM . CONCRETE..
r
....... '.-. -.. "oJ ... .\.... ....... "'.. .. ..... 'J ~ V j v. '" '" \J V
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FRCI>1
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FREE ESTlMA YES
1M':~ SubdmsJOD~
V"""."'!! .uv''\...~v..'~ nVJ.l!L~
ULLV BEA AVE
n..;
SM.&o... ....... .....,........
SM ee..,.....................
W........ ......_..........
~..........n.__........
SM Bo.aa.,..... ...... ........
10 SM s.....................
c.potf G8We F...u.c.. .. ... ...
sa&NJtOOW WAU5
lip KP of. + + - II 1JY][
s.:.... D;; wId..-=-- - -
CIoIa' -11IrwhoJ4.... .........
FiJJ _ Sida............n..
.... k,jgk ...... ......... ..
:lit Be.. (lIClt w"-f'. .. ...n.....
Mite.:
n 100M WALlS
Ilk 1* + I'; of. ,,+ .... lJP ][
~u-oc - - -
Poor'" I W-................ I EA lit
. Wmdow(1bara)............ -...!... EA ~
SIlieId.,..........,.........._ ~ lA ][
Sbel&Dacrs............... IA $
.".. + ... ... .... I.JP lit
1N\'LiQOwW"lLS - -
Vinyl Wall.,. ......... ............_
. lUck,..,.........,.......
lap Top __.... 0aL. ........
GJ.s. ...... ......., .......
Top... ............
~ (2)Z rr.ntIaG
~...aa.r..._..m.._ EA x
-
wiD DOt" ........ibfe....1eMs
ill VlNU."OOMS X
2!.. lJf x
;q lIF x
-
IG UP lit
-
lIFx
~ ur x
lAx
EA x
lJFx
lJ1I'x
IA )(
Jhx
LIPs
UJl'x
lJIr:a
lAx
GlANDH~S
I
t
i!.:.I VV.L
P,l
-
j..800-U4-U06
,I~
GL4SS ItOC)M WALlS
...... _ ... _ ... _ + ---J-":'" LIP Jl
R ~ Mal..... "':.. II s... Ft. ~ SJ.lO
..JJlDer...............:::::...... I EA x S3S1.ot
,-
,...................................; _ LJP :k S22.13
EA x' S9%.1!i
U x S473.00
EA .. $100.
fAx $J6J.OO
ALUMINUM TOTAL
AII-.. . "1, --...-fIWII fllr..,... .A~ ~....... _ ~........... ......... _~_
"*VA'" t'QCDfI'AQ aA.ft.,......... ....~...... ......1DAM....... GoUD FOa>>b4Y&
x $3.06
x. 13.06
U..
.. SJM
x $3'os
I ~.06
S4.59
X U4.
SJo~ 19.36
"3'
m.. " $2."
SI,.. " $S.lI
$5-'2 " S7 .3,
-.so -.00 x SoU 3
SQ.OD l( "0931
x $3".7.
S16.04 "~.92 x S32$~ II
~ $:m'.51
II
ALl1YNlJt.(
LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FEIfWAY
In1LBERRY,FL 33860
(863)646-5517
Date: 10/13/05
B & H Construction
Zephyrhills, FL
Re:
Address:
2006 Jacobsen
Lilly Bea Ave
Zephyrhills, Fl.
Mod. #: CL 46816 W
Lot #: 259-260
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
16x 16 Shed and a 20x20 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.
/:j(t{j~
Leonard G. Wood
4034 The Fenway
Mulberry, FL 33860
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUlLDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES.
f '\)b
REVlEWDATE: 10 J.~-~
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gradient, load intensity and erosion characteristics of slope
material.
1805.4 Footings. Footings shall be designed and constructed in
accordance with 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 permitted to be used in designing footings,
1805.4.1.2 Vibratory loads. Where machinery opera-
tions 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 permitted to be designed in accordance with
Table 1805.4,2,
1805.4.2.1 Concrete strength. Concrete in footings
shall have a specified compressive strength (j I c) 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 inches
(203 mm) where placed on soil.
Exception: For plain concrete footings supporting
Group R-3 occupancies, the edge thickness is permit-
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 nC?t be placed through water unless a tremie or otber
method 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 turbulence of
the water,
1805.4.2.5 Protection of concrete. Concrete footings
shall be protected from freezing during depositing and for
a period of not less than five days thereafter, Water shall
not be allowed to flow through the deposited concrete,
1805.4.2.6 Forming of concrete. Concrete footings are
permitted to be cast 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 ACl 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 not provided, ma-
sonry-unit footings supporting walls of light-frame con-
struction are permitted to be designed in accordance with
Table 1805.4,2,
1805.4.3.1 Dimensions. Masonry-unit footings shall be
laid in Type M or S mortar complying with Section
II
TABLE 1805.4.2
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, ,j
WIDTH OF THICKNESS OF I
NUMBER OF FLOORS FOOTING FOOTING I
SUPPORTED BY THE FOOTING" (Inches) (Inches) I
1 12 6
2 15
6 I
3 18 8f I
II
FOf SI: I inch = 25.4 mm, I foot = 304,8 mm,
a. Depth of footings shall be in accordance with Section 1805,2,
b. The ground under the floor is permitted to be excavated to the elevation of the top of the footing,
c Interior-srud-bearing walls are permitted to be supported by isolated footings, The footing width and length shall be twice the width shown in this table, and foot,
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 supporting one tlOOI
f. Plain concrete footings for Group R-3 occupancies are permitted to be 6 inches thick,
FLORIDA BUILDING CODE - BUILDING
18,5