HomeMy WebLinkAbout12-13689 CITY OF ZEPHYRHILLS
5335-8TH STREET
(ais)�ao-oozo 13689
� BUILDING PERMIT
Permit Number: 13689 Address: 37340 LAUREL HAMMOCK DR
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: OAK RUN
Est. Value: Parcel Number: 34-25-21-0130-00000-0470
Improv. Cost: 2,122.00
Date Issued: 12/11/2012 Name: THOMPSON MARY
Total Fees: 75.00 Address: 37340 LAUREL HAMMOCK DR
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33541
Date Paid: 12/11/2012 Phone: 813-788-1337
Work Desc: INSTALLATION 10 X 12 SHED
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SHEATHING
FINAL
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REINSPECTION FEES: Reinspection fees will comply 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 properly 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 reoord a notice of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,wnsult with your lender or an attorney
before reoording your notice of commencement."
Complete Plans,Specifications Must Acoompany Application.All work shall be pertormed in aocordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
/�i�
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
a��-�so-oo2o City of Zephyrhills Permit Application Fax-813-780-0021
, Building Department
Date Received � � aC'� ��� C�
Phone Contact for Permittin �� �' () - 3� !
-TT1T1 T-1—
Owner's Name , I � m S6 n Owner Phone Number ) ' � 3 3 7
Owner's Address `�7����/ ��.�h+� �"�;r,�,�a„��t S, Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
` LOT# 4'�
JOB ADDRESS �/ / � � �/ L�wj°,.� t;�n�Mb�� �
_,�
SUBDIVISION k n PARCEL ID# ��l���'�� �'�1 3�!'��- U'-� b
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT � SIGN Q � DEMOLISH
INSTALL REPAIR
PROPOSED USE � SFR Q COMM � OTHER ` e O X (
TYPE OF CONSTRUCTION Q BLOCK � FRAME � STEEL Q
DESCRIPTION OF WORK ��/ '� �rl�
BUILDING SIZE I OX I� SQ FOOTAGE ��� HEIGHT �_—�
r"P7"1"1'y��PrT1"1"rr
�UILDING $ `�} � �� VALUATION OF TOTAL CONSTRUCTION
��
DELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.0
QPLUMBING $
d� l ����
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
�GAS Q ROOFING Q SPECIALTY � OTHER
FINISHED FLOOR ELEVATIONS �� FLOOD ZONE AREA QYES NO
BUILDER `� ��� COMPANY �N-�� � L.
SIGNATURE � � REGISTERED Y/ N FEE CURREN Y/N
Address a��� —� �n S� ja+- Y� '3 ���`�� License# C. L �� '��
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License# �
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y! N FEE CURREh Y/N
Address License# -�
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,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.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 8 1 dumpster Site Work Permit for all new projects.All commercial requirements must me?t ro•npliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"*'PROPERTY SURVEY required for all NEW construction.
. . . . . . . . .
Direct�ons.•
Fill out application completely
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
" 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(PIot/SurveylFootage)
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 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPRO EMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER ATTORNEY BEFORE RECORDING YOUR N ICE OF COMMENCEMENT.
FLORIDA JURAT(F.S 117.
OWNER OR A ENT CONTRACT� -
$y cri e and sworn t �a�rm d)bef e me this Subscrib d and sworrt o r affirme )before me this
�L bY 3�vn!'� aD a. bY � �
Who islare ersonally k�now_n to me or haslhave produced Who is/are personal�y known to me or as/have produced
as identification. as identification.
�,Lj�,n �Q�,eZ� Notary Public ���,�_`j!��� Notary Public
Commission No. Commission No. �r
••�"•,••,,� 3r'R`� �::: MY COMMISSION N EE 079962
Name of Nota _,, te��EE��9362 Name of Notary typed,printed or sta �4
� ,���r` EXPIRES'May 29,2015 •����,.' �ded Thru No��y?ublic Und�vuriteB
�R;�C�r' Bonded Thru Nofary Pubqc Ur�r�rtite� -
� �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractar/Homeowner: I (,(� ��
Date Received: � �—Z'/� �2—
Site: � 7 .3�v ��c re� �...�C..��oc.�c ..�►z
Permit Type: �� � � � `S`�
Approved w/no comments:� Approved w/the below comments: O Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� Z- - 'Z.�
Kalvin S itzer—PI Examiner Date Contractor and/or Homeowner
,
(Required when comments are present)
,
CITY OF ZEPHYRHILLS BLTILDING DEPARTMENT
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Owner: t�t,s ��r� -��.R
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Job Location/Address: _,�`)���('} ��;,k;�� �1,�w,,„�, �� �c
Parcel I.D. #: �..�`� - �� `� � �G�l 3 U ' �; - �=l 7 C�
SHOW ALL EXISTIl�TG&PROPOSED STRUCTURES GIVING DIlvIENSIONS &SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE &FOUNDATION INFORMATION
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FRO T PROP RTY LINE ��+ . ` ' � � � �_
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— — — STREET — — — — — — — — — '� —
(NOTE EXAMPLES 1&2)..
Example 1. Setbacks for Rl &R2 Zoning Example 2. Setbacks for R3 Zoning
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30' 10'•SQIt�E FAI�,Y! 3Q'DUPIFX
lROxT PROPLS7Y LIIIE tRDN'f PROPf3TT LiRE
- - - SfR�!' - - - - - - - - - - - - -- SfR�!' -- - - - - - - - - -
Pasco County Parcel: 34-25-21-0130-00000-0470 001 Page 1 of 1
3-� � �z,
Data Current as Of: Weekly Archive - Saturday, November 17, 2012
Parcel ID 34-25-21-0130-00000-0470 (Card: 001 of 001)
Classification O1 - Single Family
Mailing Address Property Value
THOMPSON MARY Ag Land �p
37340 LAUREL HAMMOCK DR Land $24,283
ZEPHYRHILLS FL 33541-4248 Building $g2,gg3
Physical Address Extra Features $923
37340 LAUREL HAMMOCK DR
ZEPHYRHILLS FL 33541-4248 ]ust Value $108,089
Assessed (Save Our Homes) $108,089
Leqal Descriution (First 4 Lines) Homestead 196.031 - $25,000
See Plat for this Subdivision Non-Schooi Additional Homestead Exemption - $25,000
OAK RUN SUBDIVISION PHASE 2
PB 48 PG 108 Non-School Taxable Value $58,089
LOT 47 School District Taxable Value $83,089
OR 6254 PG 1579 Warning: A significant taxable value increase may occur when sold.
Click here for details and info. regarding the posting of exemptions.
Land Detail (Card: 001 of 001)
Line Use Description Zoning Units Type Price Condition Value
�1 0100 SFR OOR4 8,000.00 SF $3.00 1.00 $24,000
�2 0100 SFR OOR4 975.00 SF $0.29 1.00 $283
Additional Land Information
Acres 0.21 Tax Area 30ZH FEMA Code �Residential Code OKRNLPI
Buildina Information - Use O1 - Single Family Residential (Card: 001 of 001)
Year Built 2005 - Stories 1.0
Exterior Wall 1 Concrete Block Stucco 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 Carpet Flooring 2 None
Fuel Electric Heat Forced Air- Ducted
A/C Central Baths 2.0
Line Description Sq. Feet Repl. Cost New
1 BAS 1,557 $77,92g
2 FSP 192 �— $3,353
3 FGR 400 $8,008
4 FOP—� 63 $801
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 DWSWC 2005 531 � $923
Sales History
Previous Owner RYMAN CONSTRUCTION INC
Month/Year Book/Page Type �ade Condition Amount
03/2005 6254/ 1579 Warranty � Improved $165,000
Deed
02/2004 5726 /0726 Warrenty � Vacant Multi-Parcel Sale
Deed
02/1998 3878/ 1488 Warranty ��
Deed Vacant $0
http://www.appraiser.pascogov.com/search/parcel.aspx?sec=34&twn=25&rng=21&sbb=... ll/20/2012
3X6 20 GA PLATES
1 EACH SIDE
5'-0" 5=3�„
�6
12
`—� Q 4
�
i-
18.�`
�c;�o� 10'-0"
N
1/4"= 1'-0"
DESIGN LOADS: `���,,,,��
TOP CHORD LIVE LOAD =20 PSF ��.�`� �� �.,�
TOP CHORD DEAD LOAD= 10 PSF : (�+ ';
WIND SPEED�Vult= 155 mph, ,, ��'°�,•��+G�. � 9ijlO ,•
Vasd= 120 mph � �y : �� ��
WIND EXPOSURE: C ,� y� : N �� * :
. .
� '°� : ,� :
P '� � •
NOTES� ' F � �`
2010 FBC �% � • R� P•'����:
TRUSSES TO BE SPACED @ 24"OC ' � ' ' ''�� G '
MATERIAL TO BE 2X4 SOUTHERN YELLOW PINE GRADE#2 OR BETTER '��'° , ���,,,
.
USE (1) PLATE ON EACH SIDE ' ""
Drawn By:DWM Date Drawn.8/16/2010 Checked By: Date Revised. Scale: 1/4"= 1'-0"
TUFF SKED �Title: 10' RANCH SHED TRUSS
(9-24-12) PREPARED BY.
Storage Buildings & Garages RICHARD WEINGARDT P.E. # 23466
Company Sept 24,2012
Designer 1�51 PM
Job Number ` 2585-2618 tuff shed 10'SPAN ranch truss Checked By:
Wood Material Properties
Label S ecies Grade Cm Emod Nu Therm \1E... Dens k/ft^3
1 2X4 Southern Pine No.2 1 .3 .3 .035
Joint Coordinates and Temaeratures
Label X ft Y ft Z ft Tem F Detach From Dia ...
� N� � � 0 0
2 N2 5 1.67 0 0
3 N3 �� � 0 0
Joint Boundarv Conditions
Joint Label X k/in Y k/in Z k/in X Rot.k-fUrad Y Rot. k-ft/rad Z Rot. k-ft/rad Footin
1 N1 Reaction Reaction Reaction
2 N3 Reaction Reaction Reaction
3 N2 Fixed
Member Primarv Data
_ Label I Joint J Joint K Joint Rotate de Section/Sha e T e Desi n List Material Desi n Rules
1 M 1 N 1 N2 2X4 Beam Rectan ular 2X4 T ical
2 M2 N2 N3 2X4 Beam Rectan ular 2X4 T ical
Member Advanced Data •
Label I Release J Release I Offset in J Offset in T/C Onl Ph sical TOM Inactive
1 M1
2 M2
Member Distributed Loads (BLC 1 • DEAD LOAD)
Member Label Direction Start Ma nitude k/ft d...End Ma nitude k/ft d... Start Location ft% End Location ft%
� M� �' -.02 -.02 0 0
2 M2 Y -.02 -.02 0 0
Member Distributed Loads BLC 2 • LIVE LOAD)
Member Label Direction Start Ma nitude k/ft d..End Ma nitude k/ft d... Start Location ft% End Location ft%
1 M 1 Y -.04 -.04 0 0
2 M2 Y -.04 -.04 0 0
Member Distributed Loads (BLC 3 • W/ND LOAD)
Member Label Direction Start Ma nitude k/ft d..Fnd Ma nitude k/ft d... Start Location ft% End Locati n f %
� M� -.06 -.06 0 0
2 M2 .167 .167 0 0
Basic Load Cases
BLC Descri tion Cate o X Gravit Y Gravi Z Gravi Joint Point Distributed Area Me... Surface ..
1 DEAD LOAD None 2
2 LIVE LOAD None 2
3 WIND LOAD None 2
RISA-3D Version 8 1 0 [S.\...\.. 1...\. ltrusses (8' and 10')\4-12 pitch\T155CR10 (4-12)470-(2539) R3D) Page 1
Company Sept 24,2012
Designer 1 51 PM
Job Number ' 2585-2618 tuff shed 10'SPAN ranch truss Checked By:
Load Combinations
Descri tion SoIvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor
1 D+Lr Yes 1 1 2 1
2 D+0.6W Yes 1 1 3 .6
3 p+o�5(o s... Yes 1 1 3 .45 2 .75
4 0.6D+0.6W Yes 1 .6 3 .6
Enveloae Joint Reactions
Joint X k LC Y k LC Z k LC MX k-ft LC MY k-ft L MZ k-ft LC
1 N1 max .587 1 .316 1 0 1 0 1 0 1 0 1
2 min -.273 4 .055 4 0 1 0 1 0 1 0 1
3 N3 max .045 4 .316 1 0 1 0 1 0 1 0 1
4 min -.587 1 -.248 4 0 1 0 1 0 1 0 1
5 Totals: max 0 1 .633 1 0 1
6 min -.228 2 -.193 4 0 1
_ EnveloQe Member Section Forces
Member Sec Axial k LC Shear k LC z Shear k LC Tor ue k-ft LC - Momen... LC z-z Momen... LC
1 M1 1 max .657 1 .182 3 0 1 0 1 0 1 0 1
2 min -.242 4 .114 1 0 1 0 1 0 1 0 1
3 2 max .557 1 -.112 4 0 1 0 1 0 1 .19 1
4 min -.262 4 -.211 3 0 1 0 1 0 1 -.069 4
5 M2 1 max .557 1 .186 1 0 1 0 1 0 1 .19 1
6 min -.142 4 -.247 4 0 1 0 1 0 1 -.069 4
7 2 max .657 1 .221 4 0 1 0 1 0 1 0 1
$ min -.122 4 -.114 1 0 1 0 1 0 1 0 1
_Envelope Wood Code Checks
M mber Sha e Code C... Loc ft LC Shear C... Loc ft Dir LC Fc' ksi F' ksi Fb1' ksi Fb2' ksi Fv' ksi E n
1 M 1 2X4 .701 5.272 1 .671 5.272 3 .26 .825 1.5 1.65 .09 3.9-3
2 M2 2X4 .749 2.769 4 .785 0 4 .26 .825 1.5 1.65 .09 3.9-1
RISA-3D Version 8 1.0 [S 1. \. .\.. \. .ltrusses (8' and 10')\4-12 pitch1T155CR10 (4-12)470-(2539).R3D] Page 2
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= z• m �c cn
z m �-In�]m=�Ul� � � �