HomeMy WebLinkAbout06-5803
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5803
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv, Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
5803
PARK MODEL
PARK MODEL SET-UP
MOBILE HOME PARK
Address: 3932 UAKER RIDG
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: MAJESTIC OAKS
Parcel Number: 24-26-21-0000-00100-0770
2,000.00
5/19/2006
175.00
175.00
5/19/2006
INSTALL RV PARK MODEL
Name: SZEVER,ELlZABETH
Address: 3932 QUAKER RIDGE ST
ZEPHYRHILLS, FL. 33542
Phone:
,J T
RC AIR & ELECTRIC
RC AIR & ELECTRIC
PLUMBING FEE
40.00 MECHANICAL FEE
35.00
&
'J cY
/ (} I
\,0 fV\ro ~
REINSPEcnON 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."
o OCCUPANCY BEFORE C.O.
~-~
URE PERMIT OFFI
FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhllls t-'erml1 AppllCCllIUI I
Building Department
Date Received
Owner's Name
tC; (~1I61!!'1"H
S2-I2:V~
Owner's Address 3Q:3'2 &uA1t.0f.. ~e St-.
Fee Simple Titleholder NamJ
Owner Phone Number
ewne, Phon. Numbo, I
Owner Phone Number
Fee Simple Titleholder Address I
393'2.
<Q~ 'i2. ti)<, e ~j';
JOB ADDRESS
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LOT# I {7
OOloC ~J;}o
PARCEL ID#lu "Z.(.. 2'
I
D NEW CONSTR 0 ADD/ALT 0
[RJ INSTALL D REPAIR
PROPOSED USE ~ SFR D COMM 0
TYPE OF CONSTRUCTION 0 BLOCK D FRAME 0
DESCRIPTION OF WORK I .J1,rs'r;4-u.,. i2.\J fJA-fZ.It:- ~ez,.....
BUILDING SIZE (~)( Jjf SQ FOOTAGE I 4-~ "xA-~
SUBDIVISION
HA.::Jl;:srr;,.. ~~
WORK PROPOSED
(OSTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE 0
DEMOLISH
OTHER
STEEL
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OTHER I ~\J ~""4t:- I-u-"f)..,~ I
HEIGHT I
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....1..11....11.11..11.........11.....11..11..111.....11......111..11.......11...11..111.......1111..111........111........11....111111.........11
0 BUILDING 1$ ~O(X). tJO I VALUATION OF TOTAL CONSTRUCTION
0 ELECTRICAL 1$ I AMP SERVICE D PROGRESS ENERGY D W.R.E.C.
0 PLUMBING 1$ 1
0 MECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATiON
0 GAS 0 ROOFING D SPECIALTY D OTHER
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO
11..1111,111111..111111111...111111..11111.1.1.111.......11...'.11.11..11'.11...'.........11.......111......11111...11...11...111.....111..1111...
OTHER
SIGNATURE
COMPANY
REGISTERED
Address
:::Iii 12L T: ~ ~t L.et(
I @ N I FEE CURRENT
License #
I~/N I
I :I'll ~D53:2
I2c. ,4( ~ ~' eU!c....-rruc:...
I@N
License #
I CiJN I
I 13/2. 1301 'Z4-B~
FEE CURRENT
~
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FEE CURRENT
I &AN I
License # 1:I"rI 0 <:JDD 5""3:;l.
R.c- ,fq2-
16') N I
.( 8 L'i:;'..ftl..ic.-
FEE CURRENT I (]J N I
License # IOtc /2>(3+22-
Y I N
Y/N
FEE CURRENT
License #
1111111111111' 111111111111111111111111 i 11111111 1 1 111111 , 1111111111 1 11111111111111 , 11111 , 11111111111 , 1111111111 , I 1 1111 , ' III , 111111 1 1 , 11111111111111
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 onsite, 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.
11.11111111.1111111111111,1111111.,111111,111,,111111,11111,.11111,11,111,,1111111111,,111111111111111111111111111111111111111111111111111111111111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A1C 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 A/C Fences (PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
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 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, 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.
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 ~all. .
If fill materi.al is to be used in any area, I certify that use of su~h fill will not adversely, affect a?Jac?nt
properties. If use of fill is found to adversely affect adjacent propertl~s, the.ow.ner may be Cited for Violating
the conditions of the building permit issued under the attached permit apphcatlon, 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 ~f the permlttln~ conditions s~t forth In
this affidavit prior to commencing construction. I understand that a s.eparate perm~t may ~e reqUlr~d for elect~lca.1 work,
plumbing signs, wells, pools, air_ conditioning, gas, or other installations not specifically 1n?luded. In the application. A
ermit is~ued shall be construed to be a license to proceed with the work a~d not as authon~ !o vlolat~, cancel, alter, or
~et aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II.dlng ~ff~I~11 ~om the~eaftI7~
requiring a correction of errors in plans, construction or violations of any codes. Everr ~ermlt Issue ifs a k ec~r;e. In\~t ~
k th . d b h permit is commenced within six months of permit Issuance, or wor au onze Y
~:?;~~r::h~:~rn~~~~~~~ ~~ifdrn-:~~b<~~~ ~:i~ ~:':dh;::~ ~;\~)~:~~II ~~~~~::
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the Job IS cons ere a an one .
ECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
WARNING TO OWNEI~P~g~::~~~~~ ~~~R PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CoNSULT
~;~';O~I~~:g: OR AN ATTORNEY BEFORE RECORDING YOU OTICE OF MMENCEMENT.
FLORIDA JURAT (F.S 17. 3) ('
Notary Public
Name of Notary typed. p
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Name of Notary 1:!!P~..prlnted or s pe : =
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BUILDING SHALL COMPLY WITH
ALL APPLICABLE CITY OF
ZEPHYRHlLLS ORDm^;Jt~C?
~5'-O"----:i/
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Typical RV Park Mod~.f-!:fer Spacing & Blocking ~
LongitiidlffatStablllzation System
BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES.
)/flf;
Pier Spacing Table
load Bearing
15- x 16'" 18 '1/2" x 18 V~.. 20" x 20'" 26" x 26'"
3' 4' 5' 8'
4'6" 6' 7'
6'
h 7'6" I
1000 psF
1500 psr
2000 psf
2500 psF
Figure A
~
810c~ (Si~ed)
T .::;:;:...: ;:;::::.~~ *CaP2-xS-XIO'"PressureTreated
. . . WOOd or other materia.! approVed
}6- . . . . ;... andllstedbvthe~ent
HAX'O .. . ._ .
I .:...........::.
-L- ".:_. ........ :.. *CeUedconcretebloc:k
":~.."":.'.:.... ~ -GroundleveJ
.............. -------- "'Footer or Pier foundation
. 4- x 10- x 10. Solid (One Piece) or
Other material approved and listed
By U1e department
Figure B
HALL co y WITH
BUILDING S LE BUILD
ALL APPLlC~LUMBING AND "'Sod and organic material removed
~:~~~Ai- CO)DJ'
11-~j
BlOCking (Double TIered)
......
~
"'I-Beam (Frame)
..::- .WOOd shims or other material
approVed by the dePilrtment
Plll'Suant to rules 15c:-1.01OS and
lSc-l.0106 (11/2 Maximum)
:
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"'COption} Pres.sure treated Plate
.Cap 4- x 10. x 10- Solid block
2 2- x 8- x 10- Pressure treated
WOOd or other material approved
And listed by the des>>artment
Option 2 (4- x 8. x 10'") must be
PerpendiCUlar to I~m
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~
-Celled COncrete bJodt
-Ground level
"'Footer or Pier fOUndation
4- x 16- x 16- Solid (One Piece) or
Other material approVed and listed
By the department
"'Sod and organic material removed
Pocket Penetrometer Test
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Test the perimeter of the home at six (6)
locations
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I. Using 500 LB increment. take the lowest
I reading and round down to that increment
X fOoo T X (oOe)
perimeter r
test locations
Take the reading at the depth of the footer
This Site Rounded Down to /L?a? PSF
· Test must be performed by a licensed installer.
Date Tested: ~ /7;; ~
Licensed Installer Name: Jii2/ &.Llat'
License Number: 1l-Il)ooO'd.- 2>
I hereby certify that this test was performed at the address_
Licensed Sl~ ~7
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hemando Co, Dev. DepL, 789 Providem;e BouJevard, BiDoksvitJe, Florida, 340(j1 . {~2J.7~50 . Fax. ,i32.2P.?:.I.:~ Wj
Wsstside Office: 7431 Fores1 Oaks Boulevard. Spring Hill, FforirJa, 34608 . (352/orxxxJou . Fax.' (352)~
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Installation Instructions
By Tie Down Engineering
Effective: July 1 Of 2002
FLORIDA ONLY
Installation instructions for longitudinal and lateral stabilization of manufactured homes set to
specifications of the State of Florida.
· Easy installation
· 3 square foot pad and Xi-system replace standard support pier and base pad
· Screw type pier adjusters... no need to use installation jacks to adjust home to system
Steel Pier Systems PINs
#59321 Xi, 12" Pier
-?> #59314 Xi, 25.5" Pier
#59317 Xi, 36" Pier
#59315 Xi,S' Lateral Strut
#59318 Xi, 6' Lateral Strut
Block Pier Systems PIN's
#59319 Xi, Lateral wl5' Strut
#59320 Xi, Lateral w/6' Strut
REQUIREMENTS
· I nstallation can be made in any type of soil, 48 or better
· Florida requires 5' 4" anchor spacing for vertical ties
· 4' ground anchors are used with the Xi-system in 4A and 48 soils, except at shear wall or marriage ltvall
locations where loads exceed 3150 pounds. Florida requires that 5' anchors be used at these locations.
· Center line or shear wall anchors, that may be required by specific manufacturers, are to be sized accorc:ling
to soil torque conditions. Follow all manufactlirers instructions for anchor type and placement in
addition to Florida regulations.
· Maximum height is a 96" projection. Higher walls may be used, when the design loads are adjusted
accordingly.
.. Maximum roof eave is 16"
· Main rail spacing must be 99.5" or less
.. Maximum pier height of the Xi-system is 48"
· Instructions are not for use on "Exposure 0" homes within 1500 feet of the coastline
· Installation instructions are based on 4200# per pad longitudinal load and 6000# per pad lateral load with
one diagonal tie/stabilizer.
.. Additional vertical anchor ties that are unique to a home's design may be required by the home
manufacturer. These locations include shear walls. marriage line ridge beam support posts, and rim plates.
L 5386
--
Longitp~inal Stabilization for Florirta
"
VVh"en using longitudinal st2biHz?t'on only, sidewail perimeter anchors with diagbnal ties and stabilizer plates.
every 5'-4' must be used en the home. Vertical ties are also required on homes supplied \vith vertica! tie ccn-
lectioil POlnts (per Fiorida regulations). :
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Typical
Placement
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Single Section
Up to 16' f~G;-ninal
OGuble Section
Up to 32' Nomina;
Triple Section
or Doubie \v/tag up to 48' Nomlna;
Wher~ the Xi System is used cniy as longitudinal stabilization, systems must be as evenJy spaced as Dossibie. fiG
more than is' from the end of the home. Maximum roof slope for singie units & double section is 5/12, fer
!ripie sectioiiS is 3.5/12, for the above number of systems.
S!oe~van anchors 'with venicai ties eve~y 5' 4" pei Florida requirements
R. oof slope of 20 degrees Of 1ess (See chart for 5112 fOof insta!lations).
Single and dou~:f. section Gomes require the same number of systems
," .: .- l... .4." i ..".... -n -,.. ,';-' 1 .. ,"r"C"". .... -u' ..... ~....o .....ri,..r,.-il_,...J ''''''\......Oit.....i .-.-,: t'''s+".........C'
:f!p:e Sec.iOi1 !iomesan'.l'J0UO.c secuo!!. om>:::) \'.-!tn taQ u!!L~ ltq if!;; t'd auuldullGl ,'.Jll~nu,-w,c, ~j ,,_'",.;
Diagram represents single sect~oi1 up to 15' width. dcub!e section up 10 32' 'Nidth, and triple section homes
:J p to 48~ \\Fidth.
\iCTE: Older homes withc..;t vertica: tie 2.Hacnments. reauire diagonal frame ties/anchors/plates every S'. 4'
per :!orida reguiations
~L
Xi Block System Assembly
,'-'h:t & l-'v~5he"
Bearr C-;fayn;;
Bracke-:.
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BUILDING SHALL COMPLY WITH
ALL APPLICABLE BUILDING,
ELECTRICAL, PLUMBING AND
MECHANICAL CODES.
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