HomeMy WebLinkAbout306 Barada Rd{ CITY OF SANFORD PERMIT APPLICATION RECEIVED
Permit # : v (0 ` )
Job Address: 0
Description of Work:
Historic District:
Zoning:
Permit Type: Building Electrical
Electrical: New Service —# of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Parcel #:
Owners Name & Address:
Date: IDG /&k6 O C T 0 6 2005
Value of Work: $
Mechanical Plumbing Fire Sprinkler/Alarm Pool
_ Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair — Residential or Commercial
Industrial Total Square Footage:
# of Dwelling Units: Flood Zone: (FEMA form required for other than X)
(Attach Proof of Ownership & Legal Description)
^ �j /
6 �6,2 Ad/-� •��• �q.2e�, i9. Phone: �% Q� �—
Contractor Name & Address: �a �3 1�i9/ne zx-T�-�'
State License Number:
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer
Address
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a pennit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNERS AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. 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.
NOTICE: In ad9f, i1 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, a9dtherk may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
nature of mer/ gent / A / Date
Pricaner/Aeent's Name
ignature of Notary -State of Florida Date
Fi
EBr3"E BLANTON
�_V;y C° ,, .1,ISSION # DD 188491
Owner/Agent iP rally ,Khow�n tpr[/v1u Y-2 , 2007
Produced ID_.�.:._/
,w
c2vgAPPLICATION APPROVED BY: Bldg: Zoning:
(htitia & ate)
Special Conditions:
Signature of Contractor/Agent
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID
Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date)
IN
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot_ To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
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 $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within I year after the construction is complete, the law will presume that
you built or substantially improved it 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.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building cod s, and zoning regulations.
I,—d0/3/✓lfi�`-/ , do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
alio d by law on the permitted structure.
ner/ uil Sign ture D//ate
Print Owner/Builder Name
C ": 361;E .BLANTON
:?`'tON # DD 188491
Signature of Nota —Sate -of Florida`' '' Datc'Y 25, 2007
-°--.Y Discount Assoc. Co.
Owner is Personally Known to Me or has
Produced ID
Seminole County Property Appraiser Get Information by Parcel Number Page I of I
:y:
0.rar!D JG!-�N gnu, cr-'k,'Ouw%
FRUP ERTY
M.,
APPRAISER
49-A
.... .........
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 10-20-30-503-0100-0370
Number of Buildings: 1
Owner: WHELAN JOHN & JANICE
Depreciated Bldg Value: $91,683
Mailing Address:306 BORADA RD
Depreciated EXFT Value: $2,724
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $20,000
Property Address: 306 BORADA RD SANFORD 32773
Land Value Ag: $0
Subdivision Name: HIDDEN LAKE PH 2 UNIT 1
Just/Market Value: $114,407
Tax District: S1-SANFORD
Assessed Value (SOH): $79,601
Exemptions: 00 -HOMESTEAD
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $54,601
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount VaclImp Qualified
WARRANTY DEED09/1987 01888 0251 $72,500 Improved Yes
Tax Value(without SOH): $1,797
QUIT CLAIM DEED06/1987 01869 1811 $4,000 Improved No
2005 Tax Bill Amount: $1,043
WARRANTY DEED08/1985 01661 0928 $62,500 Improved Yes
Save Our Homes (SOH) Savings: $754
WARRANTY DEED1 2/1981 01371 0784 $53,000 Improved Yes
2005 Taxable Value: $52,283
WARRANTY DEED08/1981 01350 1329 $49,300 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTE
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND....
.... --
PLATS. Pick ...
Land Assess MethodFrontage Depth Land Units Unit Price Land Value
LOT 0 0 1.000 20,000.00 $20,000
LEG LOT 37 BLK 1 HIDDEN LAKE PHASE 11
UNIT I PB 24 PGS 15 TO 17
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SIF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1981 6 1,275 1,910 1,275 CONC BLOCK $91,683 $101,870
Appendage / Sqft GARAGE FINISHED / 528
Appendage / Sqft OPEN PORCH FINISHED / 107
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD UTILITY BLDG 1994 192 $599 $1,152
ALUM SCREEN PORCH W/CONC F12001 300 $2,125 $2,550
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorer
tax purposes.
*** If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
./re—web.seminole—county_title?parcel=10203050301000370&cpad=borada&cpad num=30610/6/2005
0
MODELS 2400, 2401, 4400 4401 (24 GA EXTERIOR SKIN
MODELS HDGL, 4310 (25 GA. EXTERIOR SKIN)
MODELS
Double Car
0
^�TIONAL WINDOW LITES AVAILABLE IN
MODELS INCLUDING MODEL HDGL/4310.
E SECTION B -B)
MAX. ODOR WIDTH = 16'-0'
NOTE 1• INSIDE EL ENATION
END
STILE
DOORS UP TO 7'-0 HIGH CONSIST OF (4) SECTIONS (NOT SHOWN)
SNAP LATCH ENGAGES
DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (SHOWN)
ONTO VERTICAL TRACK,
1R Gl INTFRMFTYATF HINCF OUTSIDE
ONE SNAP LATCH ON
RTI AR M NT F N
EACH S1DE OF DDDR.
1/1 K I SCREWS ON 16 CENTERS, 1-1/4' O,D,
14 GA GALV. STEEL ROLLER HINGE FASIENED 10
WIN. HASHER REOUIRED. LAC SCRCWS MAY BE COUNTERSUNK
END STILES W/(4) EACH 1j�14.5/B SHEET METAL
(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING
SKIN DOOR MODELS.)
SURFACE. HORIZONTAL JwBS DO NOT TRANSFER LOAD,
2" STEEL ROLLER OR NAI_ DPA _S ARC SICNCD N RLUC
SECTION C -C
li OUTSIDE KEYEDSTILE
AVAILABLE
END
HANDLE
INSTALLER (TO SUIT) LOCK BAR LOCKING
(4) /14.5/8' SHEET METAL SCREWS
INSIDE HANDLE
OU7SITIF
SNAy
KFYFn TOCK
LATCH TOCK OPTION
IEE INTERMEDIATE
TINGE DETAIL
SEE END
HINGE DETAIL
LOCK POSITION
(BOTH SIDES)
12 GA. GALV. STEEL TRACK--/
ALUMINUM EXTRUSION
END
STILE
(4) 1/4'x3/4' SELF
TAPPING SCREW$
W LAG SCREW PER BRACKET_
14 CA. END HINGE
1R Gl INTFRMFTYATF HINCF OUTSIDE
FASTENED 10 INSIDE SKIN W/(4)
FASTENED TO TRACK BRACKETS.
(NOTE: 14 GA. INTERMEDIATE HANDLE
eLNGACES
EACH BRACKET ATTACHED WITH ONE
14 GA GALV. STEEL ROLLER HINGE FASIENED 10
HINGESON 2,CA. EXTERIOR
END STILES W/(4) EACH 1j�14.5/B SHEET METAL
TWO 1/4' RIVETS,
SKIN DOOR MODELS.)
OCK BAR
2" STEEL ROLLER OR NAI_ DPA _S ARC SICNCD N RLUC
SECTION C -C
IN
AVAILABLE
STOP MOULDING BY DOOR OUTSIDE KFYFD LOON
TRACK ON
INSTALLER (TO SUIT) LOCK BAR LOCKING
EACH SIDE
OF DOOR,
16 GA CALV. STEEL END STILE
(END STILES HELD BY HINGE SCREWS)
2.6 YELLOW PINE JAMB
I I
12 GA. GALV. STEEL TRACK--/
ALUMINUM EXTRUSION
BRACKET FASTENED 10 WOOD
PREPARATION OF JAURS BSY OTHER
JAMB WITH ONE 5/16".1-5/8"
W LAG SCREW PER BRACKET_
16 CA. MIN, CALV, STEEL CENTER HINGE
2" GALV. STEEL TRACK
FASTENED 10 INSIDE SKIN W/(4)
FASTENED TO TRACK BRACKETS.
EACH /14.5/8' SHECT METAL SCREWS.
EACH BRACKET ATTACHED WITH ONE
14 GA GALV. STEEL ROLLER HINGE FASIENED 10
1/4'x5/8' BOLT A NUT De
END STILES W/(4) EACH 1j�14.5/B SHEET METAL
TWO 1/4' RIVETS,
SCREWS AND (4) 1/4'.3/4" SELF TAPPING SCREW$.
,AMB CONFIGURAIION
2" STEEL ROLLER OR NAI_ DPA _S ARC SICNCD N RLUC
SECTION C -C
INK MIN A WNSED SEAL (EMBOSS).
Fig, 14
1
VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 1
2.000 PSI MIN. CONCRETECOLUMN): I
3/8'.4' SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90
BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR
1/4'.4' TAPCON SCREWS ON 16-3/4" CENTERS (2,000
PSI MN. CONCRETE). WASHERS INCLUDED WITH
SLEEVE ANCHORS. 1-1/4' O.D. MN. WASHERS REOUIREO
WITH TAPCONS, ANCHORS ANY BE COUNTERSUNK
(BUT NOT REOUIRED) TO PROVIDE A FLUSH
MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT
TRANSFER LOAD,
END SUDS BOLT
LOCK ENGAGES
ALUMINUM EXTRUSION
STILE
INTO VERTICAL
h VINYL WEATHERSTRIP. -
TRACK. ONE
T FRAME WITH UV.
ON OUTSIDE SURFACE.
LOCK ON
EACH SIDE
OF DOOR
*L.0ATING
INSIDE SLIDE BOLT
I OCK OPTION
27 GA. MIN, STEEL EXTERIOR
GALV. SKIN WITH A
BAKED -ON PRIMER AND A
BAKED -ON POLYESTER PAINTED
TOP COAT.
ODOR INSTALLER (TO SUIT)
13 GA, GALV. STEEL FLAG BRACKET.
EACH FASTENED 10 WOOD JAMB WITH
(3) 5/16'.1-5/8' LIG SCREW._
TRACK CONFIGURATION
SCALE 1/4' - 1'
IAIE xIxC'P m
6 REDRAWN; ADDED MODEL 4310 WINDOW LITE'
7 TEST LOADS WERE +36/-38; ADD M/N 2311
x70 ADDED JAMB ATTACHMENT INFORMATION
2' THICK
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR
1.95" THICK, If DEN511Y
EXPANDED POLYSTYRENE
-- FOAM INSULATION LAMINATED
TO BOTH EXTERIOR AND
INTERIOR SKINS,
12 CA. GALV. STEEL TOP
ROLLER BRACKET, EACH
BRACKET ATTACHED W/(3)
/14x5/8" SHEET METAL
SCREW S
TONGUE AND GROOVE JOINTS,
14 GA GALV. STEEL ROLLER (ENO)HINGE
EACH FA57ENED 10 ENO STILES W/(4)
14.5/8' SHEET METAL SCRCWS AND
4) 1/4'.3/4SELF TAPPING SCREWS.
3" . 20 GA. GALV. STEEL U -BAR, ONE
PER SECTION, EXCEPT BOTTOM SECTION
WHICH REQUIRES TWO U -EARS. U -BARS
ATTACHED W/(2) 1/4'.3/4' SELF
TAPPING SCREWS PER HINGE LOCATION.
- 27 GA. STEEL INTERIOR GALV.
SKIN WITH A BAKED -ON PRIMER
AND A BAKED -ON POLYESTER PAINTED TOP COAT.
13 GA, CALV. STEEL BOTTOM BRACKET,
ATTACHED WITH (4) /14X5/8 SHEET METAL SCREWS.
NOTE 2• THE DESIGN Of THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWIN
® c'®pay 31CLOPAY BUILDING PRODUCTS COMPANY
2 WALNUT STREET
SUITE 1600
Building CINCINNATI, OH 45202
9 Products (513) 381-4800
Compa ny CI.,A, CaRA. .I R1",. R ...a
CATEGORY: W4 MODELS: 2400, 2401, 4400, 4401, 4300, 4301, 4310, HDG, HDGL
STRUT PLACEMENT SHOWN IN GREEN
DESIGN LOADS: +25.5 PSF d; -25.5 PSF
G. TEST LOADS: +36.0 PSF d[ -38.0 PSF
SCwi(. ROI. Nw. SIZE.
NOTED 16'0' . 8'0'
oATE.
6/14/95 UEYRWYICW WINDLOAD MODELS 2200. 2310.
wwN ...
MWW 4200, 4400, 4401, 4310, HDG. 4300, 4301
CICCKCO iY
L D rAVING Ova
101481 O3
ALUMINUM EXTRUSION
h VINYL WEATHERSTRIP. -
2' GALV_ STEEL TRACK,_
TRACK THICKNESS: .060
T FRAME WITH UV.
ON OUTSIDE SURFACE.
TYP. 2-1/2'.12 GA. GALV. STEEL TRACK BRACKET.
(4) TRACK BRACKET PER SIDE. DISTANCE BETWEEN
TRACK BRACKETS NOT TO EXCEED 30' OX.
*L.0ATING
DOOR
HEIGHT "L'
7'-0 76' MOLDED INSIDE
LOOKOR
TES /6X3/4' PAN HEAD SCREW
LITE RETAINER,-
AVAILABLE
8 -0 88
SFC TIDN H -B
NOTE 2• THE DESIGN Of THE SUPPORTING STRUCTURAL ELEMENTS
SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF
RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE
WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWIN
® c'®pay 31CLOPAY BUILDING PRODUCTS COMPANY
2 WALNUT STREET
SUITE 1600
Building CINCINNATI, OH 45202
9 Products (513) 381-4800
Compa ny CI.,A, CaRA. .I R1",. R ...a
CATEGORY: W4 MODELS: 2400, 2401, 4400, 4401, 4300, 4301, 4310, HDG, HDGL
STRUT PLACEMENT SHOWN IN GREEN
DESIGN LOADS: +25.5 PSF d; -25.5 PSF
G. TEST LOADS: +36.0 PSF d[ -38.0 PSF
SCwi(. ROI. Nw. SIZE.
NOTED 16'0' . 8'0'
oATE.
6/14/95 UEYRWYICW WINDLOAD MODELS 2200. 2310.
wwN ...
MWW 4200, 4400, 4401, 4310, HDG. 4300, 4301
CICCKCO iY
L D rAVING Ova
101481 O3