HomeMy WebLinkAbout08-7199
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
7199
Permit Number: 7199
Permit Type: ADDITION/ALTERATION
Class of Work: 434-ADD/AL T RESIDENTIAL
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
Address: 5832 12TH ST
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 11-26-21-0010-03800-0110
2,100.00
11/15/2007
67.50
67.50
11/15/2007
SCREEN ROOM WITH NEW ROOF
h~~
(-)I(y/o~-
(.a.-
SHEATHING
FRAME
MISC.
BUILDING FINAL
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."
,)
~~'~~
. COt-ffRACTOR SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
III
III
~~III
III
~' ,'.-
400 Series
Colonial
Self-Storing Door
Features
. E~gont 12iite grille design, ',~i~'.'
. Retroctable insect screen '
hides in door home, ..
. Opnonol nickeffinish I,.
hordwore ond sweep, ~
Sizes & Color
Choices
. White:
. Almond:
. Sondtone:
. forest Green:
. Bronze:
32; 34; 36"
32; 36"
32; 36.
32; 36"
32; 36"
Custom sizes available
1'.
.
.
200 Series
Self-Storing Door
200 Series
Traditional Door
200 Series
Triple-Track Door
Features
. Retroctoble insedscreen
hides in door frome,
Features
. Anrodive Trodinonol design,
. Molded kick ponels -
no unsightly screws,
Features
. Tri~..trock system vennlotes
ot the top, bonom or both,
Sizes & Color Choices
. White: 30; 32; 33; 34; 36"
. Almond: 30; 32'; 33; 34; 36
. Bronze: 30; 32; 33; 34; 36
Custom sizes available
Sizes & Color Choices
. White: 30; 32'; 33'; 34; 36"
Custom sizes available
Sizes & Color Choices
. White: 30; 32; 33; 34; 36"
. Almond: 30; 32; 33; 34; 36
. Bronze: 30; 32; 33; 34; 36
Custom sizes available
7ea- ~
j
~, :::-
400 Series
Self-Storing Door
Features
. Retroctable insect screen
hides in door frome,
. Opnonol nickeffinish
hordwore ond sweep,
",,"
Sizes & Color
Choices
. White:
. Almond:
. Sondtone:
. Forest Green:
. Bronze:
32; 33; 34; 36"
32; 33; 34; 36"
32; 33; 34; 36.
32; 33; 34; 36'
32; 33; 34; 36"
Custom sizes available
200 Series
Crossbuck Door
Features
. Anrocl~e Crossbuck design,
. Mold"" kick ponels -
no unsightly screws,
Sizes & Color Choices
. White: 30; 32'; 36'
{...)o gp2.~S CJv--..-.,,&~
,
l'
111111
111111
111111
j'lIlIlI
"_'X;:!'
400 Series
Traditional
Self-Storing Door
I~:::','..:'
'1
Features
:;tE~-~
"'"
...
Sizes & Color
Choices
. White: 32; 36.
. Almond 32; 36"
. Sandtone: 32; 36'
. Forest Green: 32; 36'
. Bronze: 32; 36.
Custom sizes available
Pasco County Parcel: 11-26-21-0010-03800-0110001
Page 1 of 1
Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Ouestions
other Agency Data: Tax Collector School Board Supervisor of Elections
Data Current as Of: Weekly Archive - Friday, November 09, 2007
ParcelID 11-26-21-0010-03800-0110 (Card: 001 of 001)
Classification 08 - Multi-Family - Less than 5 units
Mailing Address Assessment (totals)
BALDO NANCY L & Ag Land $0
BALDO TINA R Land $44,184
5832 12TH ST Building $59,602
ZEPHYRHILLS,FL 335423738
Physical Address Extra Features $1,186
5832 12TH ST Total Assessment $104,972
ZEPHYRHILLS, FL 33542 Save Our Homes $58,962
Le9al Description (First 4 Lines) Homestead Exemption - $25,000
TOWN OF ZEPHYRHILLS Taxable Value $33,962
PB 1 PG 54 Warning: A significant taxable value increase
LOTS 11 & 12 BLK 38 may occur when sold. Click here for details
OR 3148 PG 167 and info. regarding the posting of exemptions.
ill Land Deta~Ol)
Line ion Zoning e I Price I~u.
1 SFR 00R2 ~ $5.26 1.00 4,184
It=" Additional Land Information
" 0.19 II Tax Area II 30ZH II FEMA Code IUJ Residential Code II ZHLHLP2 I
Building Information - Use 01 - Single Family Residential (Card: 001 of 001)
Year Built 2001 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 1 Drywall Interior Wall 2 None
Flooring 1 Carpet Flooring 2 None
Fuel Electric Heat Forced Air - Ducted
A/C Central Baths 1.0
Line Description Sq. Feet Repl. Cost New
1 BAS 768 $63,406
Extra Features (Card: 001 of 001)
Line Description Year Units Value
1 DWSWC 2001 406 $822
2 UDU-M 2001 1 $364
Sales History
Previous Owner SWINGLE STERLING A
Year Month Book/Page Type Amount
1993 04 ~148 / 0167 WD $33,000
1992 03 3010/ 0973 WD $18,000
1985 09 1443 / 0185 WD $32,900
Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Ouestions
Other Agency Data: Tax Collector School Board Supervisor of Elections
http://appraiser.pascogov.comlsearch/parce1.aspx?sec=11&twn=26&mg=2l&sbb=0010&. .. 11/14/2007
ZE;~~~~rLLS II NOT ICE' , D:P':~~:::NT
\S'~
q-~roF ADDITION OR CORRECTION
''\
DO NOT REMOVE
ADDRESS DATE PERMIT."
5:1 3'~ J // I < oJ -- 7 - c~ )f 7/'1 If
THIS JOB HAS NOT BEEN COMPLETED. T~e following additions or corrections shall be made before the job
will be accepted.
,hq 1/ IJ/! 'J he
u~~d ""
:T\~)
~ c;; utI; .
OFFICE HOURS 7:30 AM - 5 PM MON.-FRI.
INSPECTOR
ContractorlHomeowner:
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
'II no.... (&COD ') Ga...~ sO'\)
b}Af\JCU CB~Lt:>Q) i=="L( n~
,
Date Received:
I \ - 14-01
Site:
.::585 d \ c3+-h Sf-
Src'+:!QJt"\. R~ (~I Rc09.
Permit Type:
Approved wino comments: 0
Approved withe below comments~
Denied withe below comments: 0
Sf[
f} Tfllclll1/ wtc
uI~ IIf
77fPI b-S
'~IUn-e..\0 :r5SlJ~
This comment sheet shall be kept with the permit and/or plans. ,
i S 11- - ~,~~
Kalvin' Switzer - Examiner Date Contractor(and/or Homeowner
(Required when comments are present)
Date Received
City of Zephyrhills Permit Application
Building Department
/!Jlllc/O '\
Phonkontact for-Permitting
Fax-813-780-0021
8113-780-0020
...1111.111
Owner's Address
Fee Simple Titleholder Namel
3 -r'l?~OO a-O
Owner Phone Number I ~ /3 - ~ 9 c- 303 j/ ~
Owner Phone Number I I
I
I
I
LOT #
Owner's Name
Fee Simple Titleholder Address I
6S'(3~ J ~ tfl, d.
WORK PROPOSED
y-rhy Jell ()l s
I PARCEL ID#I \ \ - '2..(P - 2 \ - DO \ 0 -6 3~6b -GllO
(OBTAINED FROM PROPERTY TAX NOTICE)
E3 NEW CONSTR rx:J. ADD/AL T D SIGN D MOVE D
INSTALL D REPAIR
PROPOSED USE ~ SFR D COMM D OTHER
TYPE OF CONSTRUCTION CXI BLOCK D FRAME D STEEL D
/ILu) I!JJ1t,dlc E'SftA.JL#-/~
BUILDING SIZE I SQ FOOTAGE I HEIGHT I
1111111111111111111111111111111111111111I11111111111111111111111""1'11'1"1'11111111111111111111111111111111111111111111111111111111111111111111
JOB ADDRESS
SUBDIVISION
DEMOLISH
OTHER I
DESCRIPTION OF WORK
D BUILDING 1$ :J/nJ I
D ELECTRICAL 1$ I
D PLUMBING 1$ I
D MECHANICAL 1$ I
D GAS D ROOFING D
FINISHED FLOOR ELEVATIONS I I
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
D
PROGRESS ENERGY
D
W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY D OTHER
FLOOD ZONE AREA DYES
DNO
BUILDER
SIGNATURE
"
COMPANY
REGISTERED
flOf?7~ C.N-Jn<: y
I Y / N I FEE CURRENT
Y/N
Address
License #
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
Y/N FEE CURRENT
License #
Y / N FEE CURRENT
License #
Y/N FEE CURRENT
License #
Y/ N FEE CURRENT
License #
Y/N
Address
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
MECHANICAL
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
OTHER
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
111111111111111
RESIDENTIAL
111111I1111I1111111111111111111111I1111II111111111I1111I111111II1111I1111111111111111111111111111111111111111111111111111111111111
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 Permit for subdivlsions/large projects
Attach (3) 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 Permit for all new projects. All commercial requirements must meet compliance
Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
DI~~~tj~~~': ' , , , , , . , , , . , , , . , . , , , . . , , , . . . . , . , , , , , , , , , , . , . , , , . . , , , , . , , , , . . . , , , , . , , , , , , , , . . . . , . . . , . , , . . . , . . , , , , , , . , . . . , . . , , , . , . . . , . . , , , , , , , , . , , , . , . , , ,
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 Attomey (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 NC Fences (Plot/Survey/Footage)
COMMERCIAL
SIGN PERMIT
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 9r
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 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) mon.ths after the time th~ work is commenced.. An extension
may be requested, in writing, from the Building Officia~ for a period not t~ exceed nln~ty (.90) da~s 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT (F2S' 117. 3) (' ,/)
. t::U . &-../4.0 ./. 4/... A. - '
OWNER OR AGEN I(~ //V7J?fU-<J<.r-' CONTRACTOR -J,,/'J1A ~~~
Subscribed and sworn 1P;(or amrmed) before me this Subscribed and sw~(o(amrmed) before~me this
11-13.-0'1 by/'!./')/{ &~r'I',f.<O''\ 1/-13--0( by 111'14. (;CJ.(,T'I!{~n
Who is/are personally known to me or has/have produced Who is/are personally known to me or haslhave produced
L..tC~ as identification. ( ,'L~ as identification.
otaiy Public
...~\.
Commissio~~
~~~""'b~~'"~
"'8r,~~\\'"
Notary Public
Name of Notary typed, printed or stamped
Name of Notary typed. printed or stamped
5832 12th Ave
1) All wood rafters shall be in accordance with the 2004 F.B.C. section
802.5. (tables attached)
2) All correct straps, anchors, plywood clips, and connectors will be
required to be installed correctly at time of inspection.
3) All roof sheathing shall be nailed 6" o.c. along the edges and 10 "o.c.
in the field.
4) All bottom plates (sole plates) shall be pressure treated wood.
5) No electric, mechanical, or plumbing shall be installed without proper
permits.
6) All setbacks shall be met. Property markers required.
7) No glass windows are to be installed.
Engineered drawings and licensed contractor may be required if homeowner
is deemed unable to do work themselves.
STOP WORK~I~i~
By order of the Building Official: 'WiffiamJ[. iBurgess<<(~
All Building, plumbing, electrical and mechanical work
shall cease at the below mentioned property.
Address:
S'?:3 :L
/~ -1-2. AVE
Date: //- /3 - c:J "/
Code Enforcement Officer: ~ ~
Contact the
Zephyrhills Building Department
5335 - 8th Street
813-780-0020
f 0 t k yY\'. .\-
C/. NO ,?J
DISCLOSURE STA TEMENTFOR OWNER
CITY OFZEPHYRHILLS - BUILDING DEPARTMENT
./ .. ' (B4/ddj
I, . Ii n 4 (7.4. V'V' J b <'/) have read and fully understand and agree to the
provisions of this instrument.
The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale. That he or she shall comply with the following
conditions:
1. That the owner and he or she alone shall act as the builder for all phases of construction.
2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes
pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will engage only
properly licensed subcontractors and will personally supervise such work.
4. That in the event the Building Inspector shall require corrections to be made, the owner will
assume full responsibility to insure they are made, and upon completion will call for a
reinspection before proceeding with the building.
5. That the owner shall assume full responsibility for the construction and will not expect
supervision of his work from the City of Zephyrhills Building Department.
6. That prior to final inspection any additional fees, including reinspection fees, must be paid in
full. A written request from this office shall constitute an official notice to pay additional fees.
7. That the owner shall comply with all City, State and Federal laws in regard to social security,
workman's compensation, lien laws, etc., where applicable.
8. That the owner shall comply with all the safety codes issued by the Florida Industrial
Commission.
9. State law requires construction to be done by licensed contractors. You have applied for a
permit under an exemption to that law. The exemption allows you, as the owner of your
property, to act as your own contractor with certain restrictions even though you do not have
a license. You must provide direct onsite supervision of the construction yourself. You may
build or improve a one-family or two-family residence or a farm outbuilding. You may also
build or improve a commercial building, provided your costs do not exceed $75,000. The
building or residence must be for your own use or occupancy. It may not be built or
substantially improved if for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person to act as your contractor or to supervise people working on your
building. It is your responsibility to make sure that people employed by you have licenses
required by state law and by county or municipal licensing ordinances. You may not delegate
the responsibility for supervising work to a licensed contractor who is not licensed to perform
the work being done. Any person working on your building who is not licensed must work
under your direct supervision and must be employed by you, which means that you must
deduct F.I.CA and withholding tax and provide work~r's compensation for that employee, all
as prescribed by law. Your construction must comply with all applicable laws, ordinances,
building codes, and zoning regulations.
./ .~ (a -/d0)
OWNER'S SIGNATURM /fJ IU-"-<
ADDRESS j~~j(;! I). f7.. ~, '2- I II Pc-. 335''/.1..
PHONE (r / J - 7' f;) - <::.X?--b
WITNESS
DATE
/I/;J /<;?
I '
PERMIT
IIMasterforms/OwnersAfiidavit/Nov07
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fLOOR PLAN
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UVtlG AREA 38 ~ fT.
lJTUTY 783 !?>O. fT.
TOTAL AREA
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NOTES' UL TO
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Pasco County Parcel: 11-26-21-0010-03800-0110001
.PAigeHl-of 1
Search Again Show Map Generalized Building Schematic Estimate Taxes Frequently Asked Ouestions
Other Agency Data: Tax Collector School Board Supervisor of Elections
Weekly Archive - Friday, February 01, 2008
11-26-21-0010-03800-0110 (Card: 001 of 001)
08 - Multi-Family - Less than 5 units
Assessment (totals)
Ag Land
Land
Building
Extra Features
Data Current as Of:
Parcel ID
Classification
Mailing Address
BALDO NANCY L &
BALDO TINA R
5832 12TH ST
ZEPHYRHILLS, FL 335423738
Physical Address
5832 12TH ST
ZEPHYRHILLS, FL 33542
Total Assessment
Save Our Homes
Homestead Exemption
Legal DescriDtion (First 4 Lines)
TOWN OF ZEPHYRHILLS
PB 1 PG 54
LOTS 11 & 12 BLK 38
OR 3148 PG 167
$0
$44,184
$52,412
$1,165
$97,761
$59,250
- $25,000
Taxable Value $34,250
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 I Type I Price Conditio
1 0.00 I SF I $5.26 1.00
Additional Land Information
I Tax Area II 30ZH II FEMA Code [~~JIResidential Code II ZHLHLP2
Building Information - Use 01 - Single Family Residential (Card: 001 of 001)
Year Built 2001 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 1 Drywall Interior Wall 2 None
Flooring 1 Carpet Flooring 2 None
Fuel Electric Heat Forced Air - Ducted
A/C Central Baths 1.0
Line
1
Description
BAS
Sq. Feet
768
Line
1
2
Extra Features (Card: 001 of 001)
Description Year Units
WSWC
UDU-M
2001
2001
Sales History
406
1
Previous Owner
Year Month
I
I
I
SWINGLE STERLING A
Book/Page II Type I
3141;LL0167 WD
3010 / 0973 WD
1443 / 0185 WD
1993
1992
1985
04
03
09
Repl. Cost New
$56,970
Value
$807
$358
Amount
$33,000
$18,000
$32,900
SJ~_!;m,:JL~g?lin Show MaR Generalized Building Schematic; Estimate Taxes Frequently Asked Questions
Other Agency Data: Tax Collector School Board 5YJ:;1ervisor of Elections
http://appraiser.pascogov.comlsearch/parcel.aspx?sec= 11 &twn=26&mg=2l &sbb=OO 1 O&bl... 2/7/2008
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_"WI"
ROOF-CEIUNG CONSTRUCTION
DEAD LOAD = 10 pst DEAD LOAD = 20 pst
2x4 2x6 2x8 2 x 10 2 x 12 2x4 2x6 2x8 2 x 10 2 x 12
RAFTER Maximum rafter spans.
SPACING (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet -
(inches) SPECIES AND GRADE inches) inches) inches) inches) inches) inches) inches) inches) inches) inches)
Douglas fir-larch SS 11-6 18-0 23-9 Note b Note b 11-6 18-0 23-5 Note b Note b
Douglas fir-larch #1 1-1 17-4 22-5 Note b Note b 10-6 15-4 19-5 23-9 Note b
Douglas fir-larch #2 1-10 16-7 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9
Douglas fir-larch #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Hem-fir SS 10-10 17-0 22-5 Note b Note b 10-10 17-0 22-5 Note b Note b
Hem-fir #1 10 -7 16-8 21-10 Note b Note b 10-3 14-11 18-11 23-2 Note b
Hem-fir #2 10-1 15-11 20-8 25-3 Note b 9-8 14-2 17-11 21-11 25-5
Hem-fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
12 Southern pine SS 11-3 17-8 23-4 Note b Note b 11-3 17-8 23-4 Note b Note b
Southern pine #1 11-1 17-4 22-11 Note b Note b 11-1 17-3 21-9 25-10 Note b
Southern pine #2 10-10 17-0 22-5 Note b Note b 10-6 15-1 19-5 23-2 Note b
Southern pine #3 9-1 13-6 17-2 20-3 24-1 7-11 11-8 14-10 17-6 20-11
Spruce-pine- fir SS 10-7 16-8 21-11 Note b Note b 10-7 16-8 21-9 Note b Note b
Spruce-pine-fir #1 10-4 16-3 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9
Spruce-pine- fir #2 10-4 16-3 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9
Spruce-pine-fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Douglas fir-larch SS 10-5 16-4 21-7 Note b Note b 10-5 16-0 20-3 24-9 Note b
Douglas fir-larch #1 10-0 15-4 19-5 23-9 Note b 9-1 13-3 16-10 20-7 23-10
Douglas fir-larch #2 9-10 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
Douglas fir-larch #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
Hem-fir SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 19-11 24-4 Note b
Hem-fir #1 9-8 14-11 18-11 23-2 Note b 8-10 12-11 16-5 20-0 23-3
Hem-fir #2 9-2 14-2 17-11 21-11 25-5 8-5 12-3 15-6 18" 11 22-0
16 Hem-fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
Southern pine SS 10-3 16-1 21-2 Note b Note b 10-3 16-1 21-2 Note b Note b
Southern pine #1 10-0 15-9 20-10 25-10 Note b 10-0 15-0 18-10 22-4 Note b
Southern pine #2 9-10 15-1 19-5 23-2 Note b 9-1 13-0 16-10 20-1 23-7
Southern pine #3 7-11 11-8 14-10 17-6 20-11 6-10 10-1 12-10 15-2 18-1
Spruce-pine-fir SS 9-8 15-2 19-11 25-5 Note b 9-8 14-10 18-10 23-0 Note b
Spruce-pine-fir #1 9-5 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
Spruce-pine-fir #2 9-5 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
Spruce-pine-fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
Douglas fir-larch SS 9-10 15-5 20-4 25-11 Note b 9-10 14-7 18-6 22-7 Note b
Douglas fir-larch #1 9-5 14-0 17-9 21-8 25-2 8-4 12-2 15-4 18-9 21-9
Douglas fir-larch #2 8-11 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
Douglas fir-larch #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
Hem-fir SS 9-3 14-7 19-2 24-6 Note b 9-3 14-4 18-2 22-3 25-9
Hem-fir #1 9-1 13-8 17-4 21-1 24-6 8-1 11-10 15-0 18-4 21-3
Hem-fir #2 8-8 12-11 16-4 20-0 23-2 7-8 11-2 14-2 17-4 20-1
19.2 Hem-fir #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
Southern pine SS 9-8 15-2 19-11 25-5 Note b 9-8 15-2 19-11 25-5 Note b
Southern pine #1 9-5 14-10 19-7 23-7 Note b 9-3 13-8 17-2 20-5 24-4
Southern pine #2 9-3 13-9 17-9 21-2 24-10 8-4 11-11 15-4 18-4 21-6
Southern pine #3 7-3 10-8 13-7 16-0 19-1 6-3 9-3 11-9 13-10 16-6
Spruce-pine-fir SS 9-1 14-3 18-9 23-11 Note b 9-1 13-7 17-2 21-0 24-4
Spruce- pine- fir #1 8-10 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
Spruce-pine-fir #2 8-10 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
Spruce-pine-fir #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
TABLE R802.5.1(1)
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Roof live 1oad=20 pst, ceiling not attached to rafters, Ut. = 180)
(continued)
FLORIDA BUILDING CODE - RESIDENTIAL
8.7
. ROOF-CEIUNG CONSTRUCTION
TABLE R802.5.1(1)-continued
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Roof live load:::20 psf, ceiling not attached to rafters, LlLi = 180)
DEAD LOAD = 10 pst DEAD LOAD = 20 pst
2x4 2x6 2xB 2 x 10 2 x 12 2x4 2x6 2xB 2 x 10 2 x 12
RAFTER Maximum rafter spans"
SPACING (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet -
(inches) SPECIES AND GRADE inches) inches) inches) inches) inches) inches) inches) inches) inches) inches)
Douglas fir-larch SS 9-1 14-4 18-10 23-4 Note b 8-11 13-1 16-7 20-3 23-5
Douglas fir-larch #1 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Douglas fir-larch #2 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
Douglas fir-larch #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Hem-fir SS 8-7 13-6 17-10 22-9 Note b 8-7 12-10 16-3 19-10 23-0
Hem-fir #1 8-4 12-3 15-6 18-11 21-11 7-3 10-7 13-5 16-4 19-0
Hem-fir #2 7-11 11-7 14-8 17-10 20-9 6-10 10-0 12-8 15-6 17-11
24 Hem-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Southern pine SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 22-11 Note b
Southern pine #1 8-9 13-9 17-9 21-1 25-2 8-3 12-3 15-4 18-3 21-9
Southern pine #2 8-7 12-3 15-10 18-11 22-2 7-5 10-8 13-9 16-5 19-3
Southern pine #3 6-5 9-6 12-1 14-4 17-1 5-7 8-3 10-6 12-5 14-9
Spruce-pine-fir SS 8-5 13-3 17-5 21-8 25-2 8-4 12-2 15-4 18-9 21-9
Spruce-pine-fir #1 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
Spruce-pine-fir #2 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
Spruce-pine-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Check sources for availability of lumber in lengths greater than 20 feet
For SI: I inch = 25.4 mm, I foot = 304.8 mm, 1 pound per square foot = 0.0479 kN/m2.
a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters
on tbe bearing walls, such as rafter ties, is provided at that location, When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be
multiplied by the factors given below:
HclHR
2/3 or greater
1/2
1/3
1/4
1/5
1/6
1/7.5 and less
Rafter Span Adjustment Factor
0.50
0.58
0.67
0.76
0.83
0.90
1.00
where: He = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.
HR = Height of roof ridge measured vertically above the top of the rafter support walls.
b. Span exceeds 26 feet in length,
8.8
FLORIDA BUILDING CODE - RESIDENTIAL
ROOF-CEIUNG CONSTRUCTION
DEAD LOAD = 10 pst DEAD LOAD = 20 pst
2x4 2x6 2x8 I 2 x 10 2 x 12 2x4 2x6 2x8 2 x 10 2 x 12
RAFTER Maximum rafter spans'
SPACING (feet - (feet - (feet - (feet - (feet - (feet - (feet- (feet - (feet - (feet -
(inches) SPECIES AND GRADE inches) inches) inches) inches) inches) inches) inches) inches) inches) inches)
Douglas fir-larch SS 10-5 16-4 21-7 Note b Note b 10-5 16-4 21-7 Note b Note b
Douglas fir-larch #1 10-0 15-9 20-10 Note b Note b 10-0 15-4 19-5 23-9 Note b
Douglas fir-larch #2 9-10 15-6 20-5 25-8 Note b 9-10 14-4 18-2 22-3 25-9
Douglas fir-larch #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Hem-fir SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 20-5 Note b Note b
Hem-fir #1 9-8 15-2 19-11 25-5 Note b 9-8 14-11 18-11 23-2 Note b
Hem-fir #2 9-2 14-5 19-0 24-3 Note b 9-2 14-2 17-11 21-11 25-5
12 Hem-fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Southern pine SS 10-3 16-1 21-2 Note b Note b 10-3 16-1 21-2 Note b Note b
Southern pine #1 10-0 15-9 20-10 Note b Note b 10-0 15-9 20-10 25-10 Note b
Southern pine #2 9-10 15-6 20-5 Note b Note b 9-10 15-1 19-5 23-2 Note b
Southern pine #3 9-1 13-6 17-2 20-3 24-1 7-11 11-8 14-10 17-6 20-11
Spruce-pine-fir SS 9-8 15-2 19-11 25-5 Note b 9-8 15-2 19-11 25-5 Note b
Spruce-pine-fir #1 9-5 14-9 19-6 24-10 Note b 9-5 14-4 18-2 22-3 25-9
Spruce-pine-fir #2 9-5 14-9 19-6 24-10 Note b 9-5 14-4 18-2 22-3 25-9
Spruce-pine- fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Douglas fir-larch SS 9-6 14-11 19-7 25-0 Note b 9-6 14-11 19-7 24-9 Note b
Douglas fir-larch #1 9-1 14-4 18-11 23-9 Note b 9-1 13-3 16-10 20-7 23-10
Douglas fir-larch #2 8-11 14-1 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
Douglas fir-larch #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16clO
Hem-fir SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 23-8 Note b
Hem-fir #1 8-9 13-9 18-1 23-1 Note b 8-9 12-11 16-5 20-0 23-3
Hem-fir #2 8-4 13-1 17-3 21-11 25-5 8-4 12-3 15-6 18-11 22-0
16 Hem-fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
Southern pine SS 9-4 14-7 19-3 24-7 Note b 9-4 14-7 19-3 24-7 Note b
Southern pine #1 9-1 14-4 18-11 24-1 Note b 9-1 14-4 18-10 22-4 Note b
Southern pine #2 8-11 14-1 18-6 23-2 Note b 8-11 13-0 16-10 20-1 23-7
Southern pine #3 7-11 11-8 14-10 17-6 20-11 6-10 10-1 12-10 15-2 18-1
Spruce-pine-fir SS 8-9 13-9 18-1 23-1 Note b 8-9 13-9 18-1 23-0 Note b
Spruce-pine-fir #1 8-7 13-5 17-9 22-3 25-9 8-6 12-5 15-9 19-3 22-4
Spruce-pine-fir #2 8-7 13-5 17-9 22-3 25-9 8-6 12-5 15-9 19-3 22-4
Spruce-pine-fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
Douglas fir-larch SS 8-11 14-0 18-5 23-7 Note b 8-11 14-0 18-5 22-7 Note b
Douglas fir-larch #1 8-7 13-6 17-9 21-8 25-2 8-4 12-2 15-4 18-9 21-9
Douglas fir-larch #2 8-5 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
Douglas fir-larch #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
Hem-fir SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 17-5 22-3 25-9
Hem-fir #1 8-3 12-11 17-1 21-1 24-6 8-1 11-10 15-0 18-4 21-3
Hem-fir #2 7-10 12-4 16-3 20-0 23-2 7-8 11-2 14-2 17-4 20-1
19.2 Hem-fir #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
Southern pine SS 8-9 13-9 18-1 23-1 Note b 8-9 13-9 18-1 23-1 Note b
Southern pine #1 8-7 13-6 17-9 22-8 Note b 8-7 13-6 17-2 20-5 24-4
Southern pine #2 8-5 13-3 17-5 21-2 24-10 8-4 11-11 15-4 18-4 21-6
Southern pine #3 7-3 10-8 13-7 16-0 19-1 6-3 9-3 11-9 13-10 16-6
Spruce-pine-fir SS 8-3 12-11 17-1 21-9 Note b 8-3 12-11 17-1 21-0 24-4
Spruce-pine-fir #1 8-1 12-8 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
Spruce-pine-fir #2 8-1 12-8 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
Spruce-pine-fir #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
TABLE R802.5.1(2)
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Roof live 1oad::20 pst, ceiling attached to rafters, LJil = 240)
(continued)
FLORIDA BUILDING CODE - RESIDENTIAL
8.9
, ROOF-CEIUNG CONSTRUCTION
DEAD LOAD = 10 pst DEAD LOAD = 20 pst
2x4 2x6 2x8 2 x 10 2 x 12 2x4 2x6 2x8 2 x 10 2 x 12
RAFTER Maximum rafter spans"
SPACING (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet - (feet -
(Inches) SPECIES AND GRADE Inches) Inches) inches) inches) Inches) inches) inches) Inches) Inches) Inches)
Douglas fir-larch SS 8-3 13-0 17-2 21-10 Note b 8-3 13-0 16-7 20-3 23-5
Douglas fir-larch #1 8-0 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
Douglas fir-larch #2 7-10 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
Douglas fir-larch #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Hem-fir SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 19-10 23-0
Hem-fir #1 7-8 12-0 15-6 18-11 21-11 7-3 10-7 13-5 16-4 19-0
Hem-fir #2 7-3 11-5 14-8 17-10 20-9 6-10 10-0 12-8 15-6 17-11
24 Hem-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
Southern pine SS 8-1 12-9 16-10 21-6 Note b 8-1 12-9 16-10 21-6 Note b
Southern pine #1 8-0 12-6 16-6 21-1 25-2 8-0 12-3 15-4 18-3 21-9
Southern pine #2 7-10 12-3 15-10 18-11 22-2 7-5 10-8 13-9 16-5 19-3
Southern pine #3 6-5 9-6 12-1 14-4 17-1 5-7 8-3 10-6 12-5 14-9
Spruce-pine- fir SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-4 18-9 21-9
Spruce-pine-fir #1 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
Spruce-pine-fir #2 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
Spruce-pine-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
TABLE R802.5.1 (2)-continued
RAFTER SPANS FOR COMMON LUMBER SPECIES
(Roof live 1oad=20 pst, ceiling attached to rafters, UL1 = 240)
Check sources for availability of lumber in lengths greater than 20 feet.
For SI: I inch = 25.4 mm, I foot = 304.8 mm, I pound per square foot = 0.0479 kN/m2.
a. The tabulated rafter spans assume that ceilingjoists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters
on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be
multiplied by the factors given below:
Hc.HR
2/3 or greater
1/2
1/3
1/4
1/5
1/6
In.5 and less
Rafter Span Adjustment FactDr
0.50
0.58
0.67
0.76
0.83
0.90
1.00
where: He = Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.
HR = Height of roof ridge measured vertically above the top of the rafter support walls.
b. Sparl exceeds 26 feet in length.
8.10
FLORIDA BUILDING CODE - RESIDENTIAL