613 E 3rd St - BR08-000585 (fence) documentsCITY OF SANFORD PERMIT APPLICATION
Application # : ' Submittal Date: / r
Job Address: 6 i"O-d t EL 12 7 1,( Value of Work• $ t 1VED
Parcel ID: (
I_ j
Toning: / Historic District:
A
Description of Wor e'yic-C W ` '1'0'",r ")! od CO hI M J S Square Footage:
H'V o 2008
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Property Owner: '9-f a N CCU r A to c% -a- Contractor:
Address: 6 o Address:
L ,3 Z 7 7 1
yD?-30`i4gN_ // : r(ooi?clPr Phone: mail• 7 .u* c- one: State License Number:
Bonding Company:
Address:
Arch itect/Engineer: S
Address: 13!&, % W ,. rfo i
Plan Review Contact Person:
Mortgage Lender:
Address:
nJa.FL _Z''Z
Phone• Fax:
Phone: 32- 7-51- 606
Fax:
E-mail:
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 permit 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.
OWNER'S 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
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 districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
of Owner/Agent / Date Signature of Contractor/Agent Date
r. +n ( laU1Wtrffll,(;,1 a,
1
4-- 46
Ntgnature or t gra.rare or r rompl., v Date
N19, 1'
Owner/Agent is i.9sotiall"Kno dor
Produced ID a X-
APPROVALS: ZONING: UTIL:
S
Special Conditions:
Rev 07.07
FD:
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is
Produced ID _
Personally Known to Me or
ENG: BLDG:7P—HII
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ai FvI
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners
from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
FSS 489.103 Disclosure Statement
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 for sale or lease. If you sell or lease a
building you have built or substantially improved yourself within 1 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 supervision 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,
nT7 withholding tax and provide workers' compensation for that employee, all as prescribed by law.
Yo co}}istru n must comply with all applicable laws, ordinances, building codes, and zoning regulations.
7 SIGNING THIS STATEMENT, I ATTEST THAT: (initial to the left of each statement)
I UNDERSTA D AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103
AS LISTED AEkOVE.
I HAVE ACCE S TO THE ADOPTED CODES.
I AM FAMILIA4 WITH THE CODE PROVISIONS.
I HAVE ADEQ ATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY
SUPERVISE 7piE WORK.
THIS PROPE TY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY.
THIS STRU URE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE.
I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN
OWNER B ILDER STRUCTURE WITHOUT BEING INVESTIGATED.
1 UNDER TAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A.,
WITHH LDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE.
Property Ad ess: / E ; 91 S7 - • S o\ r4o r J , I— L 32 % 7 1
I _ r I C „- C Ck-r w. ; C 6G.. e_ , do hereby state that I am qualified and capable of performing
the requested construction involved with the permit application filed. Signatur '
Date t
1\ Form
of Identification /D r k G O f- iye-rs L` C e 1 Must be
Photo ID) A violation
of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1
year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall
withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against
the owner and any person performing work that requires licensure under the permit issued. Rev. 4/
20/07)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
DETAIL
D"m JOHNSON; CFA. ASA
PROPERTY
PRAISER
SEMINOLE_O. 01U NTY FL
1101 E. F IRSTST
SANFORD. FL 32771-146B 407-
665-7508 2008
WORKING VALUE SUMMARY GENERAL
Value
Method: Market Number
of Buildings: 1 Parcel
Id: 30-19-31-515-1900-OOCO Depreciated
Bldg Value: 93,979 Owner:
CARMICHAEL BRIAN J Depreciated
EXFT Value: 640 Mailing
Address: 613E 3RD ST Land
Value (Market): 21,294 City,
State,ZipCode: SANFORD FL 32771 Land
Value Ag: 0 Property
Address: 613 3RD ST E SANFORD 32771 Just/
Market Value: 115,913 Subdivision
Name: CHAPMAN AND TUCKERS ADD Assessed
Value (SOH): 115,913 Tax
District: S1-SANFORD Exempt
Value: 0 Exemptions:
Taxable
Value: 115,913 Don
01-SINGLE FAMILY Tax
Estimator Tax
Reform Calculator SALES
Deed
Date Book Page Amount Vac/Imp Qualified WARRANTY
DEED 12/2007 06899 1234 146,000 Improved Yes WARRANTY
DEED 04/2004 05272 0933 81,000 Improved Yes WARRANTY
DEED 01/1998 03358 0351 50,000 Improved Yes 2007
VALUE SUMMARY WARRANTY
DEED 0511997 03236 0228 5,000 Improved No 2007
Tax Bill Amount: $2,179 QUITCLAIM
DEED 01/1996 03022 1284 100 Improved No 2007
Taxable Value: $116,778 QUIT
CLAIM DEED 03/1995 02893 0339 100 Improved No DOES
NOT INCLUDE NON -AD VALOREM FEE
SIMPLE DEED 08/1991 02322 1240 100 Improved No ASSESSMENTS WARRANTY
DEED 05/1991 02300 0298 23,000 Improved Yes WARRANTY
DEED 01/1983 01433 1649 23,000 Improved Yes ADMINISTRATIVE
01/
1976 01095 1723 7,500 Improved Yes DEEDFind
Comparable Sales within this Subdivision LAND
LEGAL DESCRIPTION Land
Assess Frontage
Depth Land
Unit Land PLATS: Pick... Method
Units Price Value E65FTOFW176FTOFN120FTBILK I9 FRONT FOOT &
65 120
000 360.00 21,294 CHAPMAN & TUCKERS ADD DEPTH PB
1
PG 24 BUILDING INFORMATION
Bid Num
Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE
1925
5
640 1,512 1,220 SIDING AVG $93,979 $115,312 FAMILY Appendage /
Sgft
BASE / 96 Appendage / Sgft
OPEN PORCH UNFINISHED / 12 Appendage / Sgft
UTILITY FINISHED / 50 Appendage / Sgft
OPEN PORCH FINISHED / 230 Appendage / Sgft
UPPER STORY FINISHED / 484 NOTE: Appendage
Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed http://www.
scpafl.orglweblre_web. seminole_county_title?parcel=30193151519000000&c... 1 /10/2008
J
ate:December 21,2007 Loan Number: 33138193 File Number: 07-330
U. S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
SETTLEMENT STATEMENT
Preferred Title of Central Florida, Inc.
829 Woodbury Rd #101
Orlando, Florida 32828
407-306-0454 fax:407-306-0354
I have carefully reviewed the HUD-1 Settlement Statement and to the best of my knowledge and belief, it is a true and accurate statement of all receipts and
disbursements in my acco/unt or me in this transaction. I further certify that I have received a c y of HUD -I lem t Statement.
I\ — 9
Borrower:
Brian James Cannichael Us Helen Batsch Owen
The HUD -I Settlement Statement which I have prepared is a true and accurate account of this transaction. I have caused or will cause the funds to be disbursed in
accordance with this statement. /—
Date: December 21, 2007
Settlement Agent:
WARNING: It is a crime to knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine or
imprisonment. For details see: Title 18 U.S. Code Section 1001 and Section 1010.
my' ts1`0yld'r'S S
Permit #: Project Name:
08-585 1 Fence, 4 masonry columns & approx 210 LF of 61wooden fencing
Address:
613 E. 3rd St.
Plans Reviewed By:
Richard Denman 407.330.5656
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
NOTICE: In addition to the requirements of the 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 Districts, State Agencies or Federal Agencies.
1. This approval does not grant permission to violate any applicable Codes.
2. Inspections will not be given unless the Approved Plans and Permit are posted in a
prominent location and protected from the elements until all inspections are complete.
3. Any connections that may be hidden during the installation shall be inspected
prior to covering.
4. Posts of fencing shall have a minimum embedment of 30" and be positioned
inward of the property where applicable (i.e. for wood panel fencing, the slats
attached to the rail would face outward and the posts would be placed inward).
5. If the fence is found to interfere with function and purpose of any easement the
removal and reconstruction of the fence shall be at the owner's expense.
6. Fence is to be placed within your property lines.
7. The Permit shall expire if work has not begun within six months of the date of issuance.
8. All Permits require Final Inspections. Failure to do so may result in permitting privileges
being revoked as well as charges being filed with the DBPR.
Footing & fill cell inspections are required
for the CMU columns.
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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT SECTION 713.135 FLORIDA STATUTES.
F D PERMIT # oi- SSP"LANS DATE:
r
4F r, 'I D".l r4l
r_ i I
370 Waymont Court • Lake Mary, FL 32746 • Voice 407.688.7631 • Fax 407.688.7691
The East 65 feel of the West 176 feet of the North 120 feet, Block l9,
CHAPMAN AND TUCKER'S ADDITION TO SANFORD, according
to the plat thereof, as recorded in Plat Book 1, Page(s) 24, of the
Public Records of Seminole County, FL.
Commuttily number: 120294 Panel: 0070
Suffix: F F.LR.M. Date: 411711995 Flood Zone: X
Date offield work: 121512007 Completion Date: 1211012007
Certified to:
Brian Janies Carmichael; Preferred Title of Central Florida, Inc.;
Stewart Title Guaranty Company; JPMorgan Chase Bank, N.A., its'
successors and/or assigns.
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LOC-3T10tV SKETCH
Vot to Scale
RENDER
BLOCK 19
65.OFFICEN.89'4557"W. 65.5.07'(M)
FIR 1/2 f)R 1.'1'
Le JJ82 LB JJd2
PORTION
BLOCK 19
RaWND£R
SCALE.- 7 "=30' BLOCK f9
REU41NOER ti
s+p 5.0 COVERED BLOCK 19 Q
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BLOCK
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Le 6300 EAST 65.00'(o)(eR)(AssuAcD) t
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I
E. 3R0 STREET Properly Address:
46'R/W 22' ASPWLT WPROWD) 6/3 East 3rd Street
Sanford, FL 32771
Survey number: SL 94106
GEND GENERAL NOTES
Wood Fence W.M. Water Meter N.T.S. Not to Scale 1. Legal description provided by others. 12. FLOOD ZONE DETERMINATIONS ARE
Wire Fence TEL. Telephone Facilities O.R. Official Records 2. The lands shown hereon were not PROVIDED AS A COURTESY ONLY, AND
Chain Link Fence Covered Area O.R.B. Official Records Book abstracted for easements or other record- ARE DERIVED FROM THE BEST SOURCES
Found Nail B.R. Bearing Reference P.C.P. Permanent Control Point ed encumbrances not shown on the plat. AVAILABLE TO THE SURVEYOR. THIS
IC Concrete CH Chord PR.M. Permanent Reference Monument 3. Underground portions of footings, foun- INFORMATION SHOULD NOT BE
Field Measured RAD Radial PG. Page dations or other improvements were not RELIED UPON FOR FLOOD INSURANCE
Clear A/C Air Conditioner PVMT. Pavement located. PURPOSES, AND MAY DIFFER FROM
R Encroachment l Bench Mark E.O.P. Edge of Pavement 4. Wall ties are to the face of the wall. INFORMATION PROVIDED BY OTHERS.
Centerline C. Calculated P.B. Plat Book 5. Only visible encroachments located. 13. Septic tank andlor drainheld locations are
Concrete ZZZZ Block Wall P.O.B. Point of Beginning 6. No identification found on property approximate and MUST be verified by
Property Line A Central Angle(Delta PO.C. Point of Commencement corners unless noted appropriate utility location companies.
Concrete Monument D.B. Deed Book P.O.L. Point on Line 7. Dimensions shown are plat and measured 14. Bearing basis shown per plat unless
Found Iron Rod D. Description or Deed P.C. Point of Curvature unless otherwise noted, otherwise shown.
Found Iron Pipe D.H. Drill Hole P.R.C. Point of Reverse Curvature 8, Elevations if shown are based upon 15. Survey is for reference only unless
Right of Way D/W Driveway P.T. Point of Tangency N.G.V D. 1929 unless otherwise noted signed and sealed by a Florida Registered
Nail & Disk ESMT Easement R. Radius (Radial)
9. Adjoining lots are within the same block, Land Surveyor.
Drainage Easement EL Elevation R.O.E. Roof Overhang Easement unless otherwise noted. 6. All lines are not radial unless otherwise
Utility Easement F.F. Finished Floor S.I.R. Set Iron Rod & Cap 10. This is a BOUNDARY SURVEY unless noted.
Found F.C.M. Found Concrete Monument SAN Sidewalk
ehou ,,,,,o,t _. ITS ke ertification does not indicate an
DECO. CAP
GROUT TIE BEAM
COURSE SOLID
sa 1)#5 CONT. IN TIE
BEAM COURSE
I1
1)#5 FROM FTG. TO 0 QIEAEA
TIE BEAM AT EA. CORNER 1 I X
IN GROUT FILLED CELL
8" CMU BLOCK 4
Alt l .
a l a K I la
COL U1-IN &E CT I ON NTS
LAREVIEW"- PERMIT # pf-- fit'' DATE:
OE
D CITYOFSANFRGENERAL
NOTES DESIGN
REQUIREMENTS WIND
DESIGN LOAD INFORMATION - PER
FBC CHAPTER 16, REF. ASCE 7-02 CHAPTER 6) BASIC
WIND SPEED = 120 MPH (3 SECOND GUST) WIND
IMPORTANCE FACTOR = 0.77 (ACSE 7-02) STRUCTURE
CATEGORY = I (ASCE 7-02) WIND
EXPOSURE(ALL SIDES) =C (ASCE 7-02) INTERNAL
PRESSURE COEFFICIENTS(ASCE 7-02) N/
A Cf =
1.2 ALL
LCOMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE
DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES: FOR
WALL LOCATIONS: -35 PSF, +26 PSF FOR
ROOF LOCATIONS: -45.4 PSF, +13.6 PSF FOUNDATIONS
1.
SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND
98% UNDER FOOTINGS OF MAX. DRY DENSITY AS DETERMINED BY
ASTM- 1557 (MODIFIED PROCTOR) 2.
THE FOUNDATION OF THIS STRUCTURE HAS BEEN DESIGNED TO AN ALLOWABLE
BEARING CAPACITY OF 2000 PSF. IT IS THE OWNER/ CONTRACTORS
RESPONSIBILITY TO VERIFY THAT THE BUILDING SITE WILL
MEET THIS STANDARD WITH REGARDS TO SETTLEMENT AND SUPPORT.
CAST
IN PLACE CONCRETE 1.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
AT 28'DAYS OF 2500 PSI, A SLUMP OF 4" PLUS
OR MINUS I", AND HAVE 2 TO 4% AIR ENTRAINMENT,
AND A MAXIMUM WATER/CEMENT RATIO OF 0.
58. 2.
ALL REINFORCING. STEEL SHALL BE NEW DOMESTIC DEFORMED
BILLET STEEL CONFORMING TO ASTM A-615 GRADE
60. 3.
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
ACI 318 LATEST EDITION, AND SPECIFICATIONS
FOR STRUCTURAL CONCRETE FOR BUILDINGS,"
ACI 301. 4.
HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS EXCLUDING
BEND) AROUND CORNERS OR CORNER BARS WITH MIN.
12" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 5.
MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE
48 BAR DIAMETERS. MASONRY
WALL CONSTRUCTION 1.
HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT,
GRADE N, TYPE 2, CONFORMING TO
ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH
OF 2000 PSI (f'm = 1900 PSI) 2.
MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3.
HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO
MORE THAN 1 ". 4.
COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM
AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI. 5.
VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS
WITH CELLS FILLED WITH COARSE GROUT. 6.
REINFORCING STEEL SHALL BE LAPPED MINIMUM 30" UNLESS
NOTED OTHERWISE ON THE DRAWINGS. 7.
HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO
BOND COARSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS
EXCLUDING BEND 8.
EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED
ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 9.
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED
BILLET STEEL CONFORMING TO ASTM A-615 GRADE
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