HomeMy WebLinkAbout12-13445 CITY OF ZEPHYRHILLS
5335-8TH STREET 13445
(813)780-0020
� BUILDING PERMIT
Permit Number: 13445 Address: 6031 RIDGEWAY DR
ZEPHYRHILLS, FL.
Permit Type: ACCESSORY BLDG. Township: Range: Book:
Class of Work: SHED INSTALLATION glock: Section:
Proposed Use: MOBILE HOME SUBDIVISION gubdivision: ZEPHYR RIDGE
Square Feet: Parcel Number: 03-26-21-0130-00000-0570
Est.Value:
Improv. Cost: 2,372.00
Name: McCONCHIE, MARK
Date Issued: 9/14/2012 Address: 6031 RIDEWAY DR
Total Fees: 75.00 ZEpHYRHILLS, FL. 33542
Amount Paid: 75.00
Date Paid: 9/14/2012 Phone: (813)862-3442
Work Desc: INSTALLATION 12 X 16 SHED
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REINSPECTION FEES: Reinspection fees will wmply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one 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� 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.
"Warning to owner: Your failure to record a noNce of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of wmmencernent."
Complete Plans,Specifications Must Acaompany Appiication. Ail work shall be performed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
C N CTOR SIGNATURE _.. PERMIT OFFI R
ERMIT EXPIRES IN 6 MO ONS 8 HOUR NOTICEOREQUIRED �ION
CALL FOR INSPECT
PROTECT CARD FROM WEATHER
a�s-�so-oo2o City of Zephyrhills Permit Application
Fax-813-780-0021
Building Department
Date Received �� Phone Contact for Permittin 0 a� �1�` '" `�� ��
�-r��—fTT O�
�p � OwnerPhoneNumber 0'3�gGO�� �yL�
Owner's Name �� �
Owner Phone Number
Owner's Address U�t �' W�'
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1��� I �� � �`- LOT# �
SUBDIVISION
PARCEL ID# G�"d�T�I - �I� �-V�7�
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
e NEW CONSTR B ADDIALT � SIGN � Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK FRAME � STEEL Q
DESCRIPTION OF WORK ��X I �D �S h�'
BUILDING SIZE I�� �b SQ FOOTAGE � /� HEIGHT
�BUILDING $ � '2�� VALUATION OF TOTAL CONSTRUCTION
.J
�ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ ��� �
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION t�f' �
1
QGAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES N�
BUILDER �(D --- � 1 COMPANY I �7 ' J
SIGNATURE /�"- REGISTERED N FEE CURREN Y/N
�icense# C ' SJG 4'
Address
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
License# r--
Address
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y!N
License# �
Address
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
License#
Address
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
License#
Address
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8�1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
`•'*PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/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 Counry 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
Counry.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understan s
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 Counry 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'SIOWNER'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 Ciry 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 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.
WARNtNG 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 LE ER O N ATTORNEY BEFORE RECORDING YOUR NOT CE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 7.0
OWNER OR AGENT ` CONTRACTOR
S� scri ec�,and sworn to r a )befo e me this S �ri ec1,and byo t affirme )b \this
�-- by
Who is/are oersoR�II.Y-luwauLto me or as/have produced Who is/arepersonall no to me or as/have produced
as identification. as identification.
C� �, 1 ^ � ' �J�/
�i Notary Public
�(�t'���. � /�-�"�C_Notary Public 11/i/' f.��
f�j�cf�,��a Commission No.
� �
Commission No._�_
A�.�� � � �'" b '� '
Name of Notary typed,printed or�Ped Name of Notary typed, �
'N c�air�s
� a.
CARRIE MORAIES �' A1v COMMISStON�t EE o79362
��+'�;s EXPIRES:May 29,2015
i��Y COMAIISSION Y EE 0193fi2 � �qq�Thru►�arY Public UndawrNers
i EXPIRES:May 29=2��5.
•_� Thru NotmY�Undenrt�lMs
��Af«�" Bauled
M
Pasco County Parcel: 03-26-21-0130-00000-0570 001
Page 1 of 2
Data Current as Of: Weekly Archive - Saturday, August 25, 2012
Parcel ID 03-26-21-0130-00000-0570 (Card: 001 of 001)
Classification 02 - Mobile Homes
Mailing Address Property Value
Ag Land ��
MCCONCHIE MARK A&PATfI S $19,095
6031 RIDGEWAY DR Land
ZEPHYRHILLS FL 33542-7997 Building $61,042
PhySiCa) Address Extra Features $12,896
6031 RIDGEWAY DR $93,033
ZEPHYRHILLS FL 33542 7ust Value
Assessed (Save Our Homes) $93,033
Leaal DescriDtion (First 4 Lines) Homestead 196.031 - $25,000
- 25,000
See Plat for this Subdivision Non-School Additional Homestead Exemption �
ZEPHYR RIDGE PB 26 PGS 78-80 Non-School Taxable Value $43,033
LOT 58 LESS WEST 10.20 FT School District Taxable Value $68,033
THEREOF&NORTH 35.00 Ff OF
LOT 57 LESS WEST 10.20 FT H►arning: A significant taxable value increase may occur when so .
Click her for details and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
Line Use Description Zoning Units Type Price Condition Value
�� 0100 SFR OOM1 6,000.00 SF $2.85 1.00 $17,100
� 0100 SFR OOM1 2,850.00 � $0.70 1.00 $1,995
Additional Land Information
Acres 0.20 Tax Area 30ZH FEMA Code ��Residential Code ZIDELPS
Buildina Information - Use 02 - Mobile Home (Card: 001 of 001)
Year Built 2003 Stories 1.0
Exterior Wall i Above Average Exterior Wall 2 None
Roof Structure Gable or Hip Roof Cover Asphalt or Composition Shingle
Interior Wall i Drywall Interior Wall 2 None
Flooring 1 Sheet Vinyl Flooring 2 Carpet
Fuel Electric Heat Forced Air- Ducted
p�C None Baths 2•0
Line Description Sq. Feet Repl. Cost New
1 Bqs 1,800 $62,424
2 FSA 372 $5,792
3 FST 126 $1,977
4 FGR 312 $4,335
5 FOA 96 $832
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 DWSWC 2003 288 $551
2 CAC-4 2003 1 $518
3 POOL-6 2007 240 $7,440
q COOL DK 2007 824 $2,896
5 DCFEN E 2007 800 $996
6 DWC 2007 240 $495
Sales History
Previous Owner MILLER JEROME R&EDNA F
T e DOR Condition Amount
Month/Year Book/Page yp Code
http://www.appraiser.pascogov.com/search/parcel.aspx?sec=03&twn=26&rng=21&sbb=0... 8/28/2012
�
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
�� s�- d
Date Received: ` � "�— ` Z
Site: � �/ 3 I C CC �VII�'
Permit Type: 2 � (�
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
�
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Kalvin S 'tzer—Pl s E iner Date C�Requ red when o�mments are present)
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REViEW DATE ` ' �
S. 0 1 d'13'E 68.78' (P)dc(F� �
CITY pF Z�PI�Y�r�!���'° y � - � - - -
P�KtS EXAMIN� "' - — - �Z
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RIDGEWAY DRIVE �y -
60' Platted R/W �a
23.5' Asphalt PAvement
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ALL WORK SHALL COMPLY V'�ITH ALL `�� �
PREVAILING CODES,FLORtDA BUILDING �
CODE,NATIONAL ELECTKIC CODE AND �,�.��t„�
C1TY OF ZEPHYRHILLS ORDINANCES :�
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om
Truss: 12BP CJ
JobName:8BP CJ
Date: 04/09/12 10:47:52
Page: 1 of 1 .
SPAN PITCH QTY OHL OHR CANT L CANT R PLYS Sp24�C' W 55 bs Y
i�_g_2 29/12 1 0-3-15 0-3-15 0-0-0 0-0-0 1
12-4-0
0-�15 0.315
1-5-5 4-4-12 4-4-12 1-5-5
1-9-4 6- -0 10-G-1 12-0-2�
0-3-15 4� 43-4
3x6-
3
5 12 �5
3x2/ 34�
"'� 29I� 12 29
<b�o
� OUT OF PLANE BC:A TTACH WITH
° (5)12d COMMON NAILS, �
� ONE SIDE ONLY TYPICAL.
�
40-0 �'�"�
11-8-2
11 -2
Loading(ps� General CSI Summary Deflection L/ (loc) Allowed
rcia. zo BtaBCoae Fac2oia rc o.n�as� VertTL. 035in Liaos �s-i� Lizao
TCDL ]0 TPII-200'7 BC 0.58(5-1) Vertl.L. 026in Ll535 (5-1) L/360
BCLL 30 ReP Mbr Increase Ya Web 0.00(1) Hoa 7L. 0.08 in �
BCDL 10 D.O.L. I15%
Reaction Summary
Tf Br}s Canbo Brq WidthRqd BrQ wdth Max React Max Grav UD1iR Max MWFItS Uplift Ma�c CBcC Uplift Max Uplift Max Haiz
6 � 4 in 1.50�n 82516s -2401bs -4521bs -45216s 6516s
� � 4 in 1.50 in 825 lbs -2401bs 4521bs -4521ba
MatetialSu mmary Bracing Summary
TC SPF#2 2 x 4 TC Bracing: Sheathed a Pud�es at 6-3-0,Purlin desgn by Others.
BC SP N2 2 x 8 BC Braang: Sheathed or Aulins at 10-0-0.Purlin daign by Othas.
Webs
I.OddS SUTIlII13T}'
1)This truss has been designed fw the effxta of balanced(5/12,I12 ps�and mbdanced(5/12,3.4 psf wind,]1.2 psf lee,I5.5 psf lee wa pak to 6 ft)snow loads for
hipslgablu in sccordsnce with ASCE7-10 with the fdlowing user defined input:20 psf ground snow load,Te�rain Categay C,Fxposuro CateBaY Putidly ExP°sed�Ce=
1.0),Building Gueory I(I=0.8),Thermal Condition AII O�hers(Ct=1.0),DOL=1.15.If the roof configura6on differs fr�hip/geblq Building Daignu shall verify anow
loads.
2)This truss has bcen designed f�the effxts of wind losds in accordance with ASCE7-10 with the following user d�ned input: 155 mph,Expowro C,Fnclosed,Geb�dffiR
h=BaIr15 ft,End Zone Tn�ss,Both md webs considered.DOL=1.60
3)This truss has beeo de�i�ed for the effects of e 19 psf live Iwd computed in acco[dance with IDC 2009 usuming slope=5112 and uea suppmted=24b7 R',DOL=
125%.
4)hLnimum storaBe attic loading has been appGed in accadana with IBC 160'l.l
5)Creep has been considced in the snalysis of this wss.
Member Forces Summary T�k ivdie�tea 1.�'°b�mP'u CSI�u.xul foree.(m u compr.f oroe ifd dTamtf rom m�x w�l faee) I
TC I;'� 0�08 75601M I 3J O l0I 51916s (341 M)I 5 T 0 21�6 •7571W I
BC 5 1 0 5H2 35316s (49�b�)
Webs
NoteS:
1)Whrn ttus truss has been chosen for qualiry asswance inspection,the Effective Tooth Count Method per TPI 1-20071A3.4 ahall be used.
2)Brace bottom chwd with approved sheat}ting.
3)Listed wind uplift reaUions based on MWFRS&C&C loading.
Seal Date:4/13/2012
Truss Design Engineer:
Robert S.Rude,PE
Florida License#44553
Bob Rude Strudures,Inc.
10461 Six Mile Cypress
Pkwy,Suite#501
Fort Myers,FL 33966
C.A.No. 8910
ALL PERSONS FABRICATING,HANDLAIG,ERECTING OR INSTALLING ANY TRUSS BASID UPON THIS iRUSS DFSIGN DRAWING ARE INSTRUCTFD TO 'fineBwldm Software v5.01.78
REFER TO ALL OF Tf�INSTRUCTIONS,LIMITAI`fONS AND QUAI.IFICATIONS SET FORTH Qd Tf�FAGLE I�7'AI-PRODUCI'S DESIGN N01'ES ISSiTED Eagle Metal Producis
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