HomeMy WebLinkAbout2432 S Bay AveRECEIVE®
N O V 0 9 2006
CITY OF SANFORD PERMIT APPLICATION
Permit # : 0 7 (p /,2 Date: W I : (0 6 W
Job Address: '-;)q&2 S Ea,t-1 t/'e' 71
Description of Work: /Q-,,0—. Total Square Footage
Historic District: Zoning: Value of Work: $ 12-3&
Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
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:
Bonding Company: 11J/ &
Address:
Mortgage Lender: /k
Address:
Address:
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
of Dwelling Units: Flood Zone: (FEMA form required)
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 permit and that all work will be performed to meet standards of all laws regulating constriction 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. 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 pennit, there may be additional restrictions applicable to this pr rty 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 man ment districts, state agencies, or federal agencies.
Acceptance of penmi s v ificaf at I wil o ' the owner of the pr e of the requirements ren Law, FS 713.
Id ql6 fo atj1 o
ignaG-cAlltl
Owner/Ag t ate Sig u of Contractor/Agen Date
TA/D n bu I
Print Owner/A &ie Print ntra for/Agent's ame
L
Si re of Nplgr gf gfidgoNp ate Signature of Notary-Stat odd. —Daie
600Z/91.2 S38ldX3 ,,•Y P /` + K A. DRAA
1.0VL6£aa#NOISSIWWOO ;' ¢: Notary Pubk-Mae dFbride
V0I11401:1 d0 31VIS - 3r8nd AMY1ON
SWdIIIIM JI1l?!0 13b'HOIW •=9* Cortaission Expires Jun 15, 201
Owner/Agent is _ Persona11 Known to Me or Contractor/Agent is e iiow to
OD 441299
0 n a NationalProducedIDf=L OG fit// y.?"alQ 66 w _ Produced ID Notary A35n•
APPROVALS: ZONING: & I6 UTIL: FD:
Special Conditions:
Rev 03/2006
MICHAELCRAIG WILLIAMSNOTARYPUBLIC - STATE OF FLORIDACOMMISSION # DD397404
EXPIRES 2 W2009
BONDED THRU 1-588-NOTARY/
ENG: BLDG:.
134.0
D AYID JOHNSON. CrA. /.`.i/1
t _ tic 135.0
PROPERTY W
6.7 Q 140.014+i 141
APPRAISER 143o142
SEMINOLE COUNTY FL. J 9 I" W
1101 E. FiRsT sT
SANFORD,FL32771-1468 0 0 146.014 147.0
407 - 665 - 7506 1 dy 149 41,` 9 9 — 148.0
2007 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 31-19-31-520-0000-0930 Number of Buildings: 1
Owner: NAPOLITANO JOHN Depreciated Bldg Value: $137,570
Mailing Address: 2432 S BAY AVE Depreciated EXFT Value: $650
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $15,763
Property Address: 2432 BAY AVE S SANFORD 32771 Land Value Ag: $0
Subdivision Name: SANFO PARK Just/Market Value: $153,983
Tax District: S1-SANFORD Assessed Value (SOH): $111,956
Exemptions: 00-HOMESTEAD Exempt Value: $25,500
Dor: 01-SINGLE FAMILY Taxable Value: $86,456
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified 2006 VALUE SUMMARY
WARRANTY DEED 08/2006 06396 1060 $226,000 Improved Yes Tax Value(without SOH): $2,412
WARRANTY DEED 07/2002 04475 0742 $108,500 Improved Yes 2006 tax Bill Amount: $1,513
WARRANTY DEED 01/1992 02378 1717 $4,000 Vacant No Save Our Homes (SOH) Savings: $899
WARRANTY DEED 11/1984 01595 1722 $7,300 Vacant No 2006 Taxable Value: $83,195
WARRANTY DEED 03/1984 01531 1626 $3,500 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM
FEE SIMPLE DEED 07/1980 01286 0292 $100 Vacant No ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess
Frontage Depth
Land Unit Land
pMethod Units Price Value PLATS: Pick..
FRONT FOOT &
50 135 .000 325.00 $15.763 LEG LOT 93 SANFO PARK PB 5 PG 62
DEPTH
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
1
SINGLE
1993 7 1,465 2,155 1,465 CB/STUCCO $137,570 $144,811
FAMILY FINISH
Appendage / Sgft OPEN PORCH FINISHED / 204
Appendage / Sgft OPEN PORCH FINISHED / 20
Appendage / Sgft GARAGE FINISHED / 466
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
r'nrmits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1993 1 $650 $1,000
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
POWER OF ATTORNEY
Date: ID CAP
I hereby name and appointQ-
Of 1 e—o v- I A t o u m to be my lawful attorney
in fact to act for me and apply to the . rm
Building Department fora _ permit
For work to be performed at a location described as:
Section 9 Township t 01 Range r Lot Block
Subdivision
Owner of Property and Address)
and to sign Tny name and do all things
Type or Print Name ofppyw or
this appointment.
ied Contractor and Contractor's License
of Register or Certified Contractor
The foregoWg instrument was acknowledged before me this day of e/-,itbA of 20 6 (e .
By 20t12 u ( ( -(-,,k-
Who is ersonally known to e/who produced
As identification and who did not take oath.
MICHAEL CRAIG WIWAMS
State of Florida
COMMI SSION # DTATF D39704
EXPIRES 2116/2009
County of _ i ,nu, eop0WTMRutae&WT"R'"
Seal
POWER OF ATTORNEY
Date: I I I Oq I O(Q
I hereby name and appoint 1(- 1 I avy\-S
of L,zy Ltivt 1 n LA m to be my lawful attorney
in fact to act for me and apply to the . Qrta
Building Department for a 22- D 0 r---) !Pyy-( .Q as 1 r permit for
work to be performed at a location described as: Section
3 ( Township 1 q Range 3 L Lot Block Subdivision
G
K.' Address
of Job) kvwner
or rroperty and Andress) and
to sign my name and do all things necessaiqj to this appointment. Type
or Print Name of and Contractor's License Number Signature
of Certified Contractor The
foregoing instrument was acknowledged before me this day of 20 0(,2 by
is
personally known b me/who produced as
identification and who did not take oath. State
of Florida wr
K A. DDZI
W," Pubic- 6 CamNlNon
l, •
8ondodB
NYone Seal
January 01, 2006
LAWRENCE E. BENNETT, P.E.
P.O. BOX 214368
SOUTH DAYTONA, FL 32121
386-767-4774
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition
Dear Building Official/Plans Examiner,
This is to certify that the following contractor/companyisherebyauthorizedtousemy2004ed "ALUMINUM STRUCTURESDESIGNMANUAL" during the year 2006. When we publish anddistributethe2006edofthe "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2006.
Our authorization is based on a January to January basis requardlessoftheeditionofthemanual. This authorization also applies tocontractormasterfiledrawings, " ONE PERMIT ONLY" drawings or anysitespecific" drawings that I may furnish the contractor.
Robb Miller
CGC1509250
LEOR Aluminum LLC
1255 LaQuinta DR Ste 208
Orlando, FL 32809
They are hereby added to my 2006 MASTERFILE LIST
Should you have any questions lease contact me atconvenience. p your
Sincerely,
RID
Lawrenc E . Benn tt, P.E. #16 444 ,9 5 SpN O
C`
0
NCLOSURES
Table 1.3
Allowable Post / Upright Heights for Primary Screen Wall FrameAluminumAlloy6063T-6 Members
For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.*
Hollow Sections Tributary Load Width 'W' = Upright Spacing3--0" 4'-0"
2" x 2" x 0.044" Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 2" x 0.055"
8' 4"
9'-1"
b 7'-3" b 6'-6" b 5'-11" b 5'-6" b 5'-l" b 4'-10" b
2" x 3" x 0.045" 11'-3"
b 7'-11" b b 6'-5" b 5'-11" b 5'-7" b 5'-3" b
2" x 4" x 0.050" 12'-5"
b 9'-9" b 8'-9" b T-11" b-11" b 6'-6" bb10--g" b 9'-7" b 8'
T--2" b
Self Mating Sections Tributary Load Width 'W' = Upright Spacing3'-0"
2" x 4" x 0.044 x 0.100" Allowable Height 'H' I bending 'b' or deflection 'd'
2" x 5" x 0.050" x 0.100"
16'-11"
20'-11"
b 14'-8" b 13'-1" b 11'-11" b 11'-1" b 10'-4" b 9'-9" b
2" x 6" x 0.050x 0.120" 24'-2"
b 18'-1" b 16'-2" b 14'-9" b 13'-8" b 12'-10" b b 12'-1" b
2" x 7" x 0.055" x 0.120'-
20'-11" b 18'-9" b 17'-1" b 15'-10" b 14'-10" b b 13'-11" b
055" wl insert 36'-3"
23'-7" b 21'-1" b 19'-3" b 17'-10" b 16'-8" b 15'-9" b
072' x 0.224'• 35'-2"
b 31'-4" b 28'-1" b 25'-7" b 23'-9" b 22'-2" b b 20'-11" bF27'-
3"
072" x 0.224" 38'-Z"
30'-6" b 27'-3" b 24 10" b 23'-0" b 21'-6" b 20'" b
082" x 0.310" 41'-10.
b 33'-0" b 29'-6" b 26'-11" b 24'-11" b 23' 4" b b 22'-0" b
O.092" x 0.369" 50'-4"
36'-3" b 32'-5" b
b 43'-7" b 38'-11" b 35'-7" b 27-11" b
I nbutary Load Width 'W = Upright SpacingSnapSections3'-0" 4'-0" 5--0" 6'-0" 7--0" g'_p' 9.0--
2" x 2" x 0.044" Allowable Height'H' / bending'b' or deflection'd'
b g'_7" 2" x' x 0.045"
b 7'-8" b 7'-0" b 6'-6" b 6--l" b 5'-9" b12'-9" b 11'-0" b 9'-10" b 9'-0" b 8' 4" 2" x 4" x 0.045" 15'-7" b 13'-6" b 12'-1"
b 7 -10 b 7 4 b
2" x 6" x 0.062" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b26'-5"
25%5"
10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15'-3" b2" x T" x 0.062" 29'-5" b 22'-9" b 20'-9" b 19'-3" b 17'-11" b 16'-11" bForallowableheightsatwindvelocitiesotherthan120MPH, see conversion table 1A on the specification pagefortablesatthebeginningofthissectionandexamplebelow. Note:
1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'.
3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beamconnectiontotheabovespansfurtoteiueinmspans.
4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided theyareattachedwithmin. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated.
CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS,
IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEEEXAMPLEONSPECIFICATIONPAGEFORTABLESATTHEBEGINNINGOFTHISSECTION.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 767-4 74
FAX: (386) 767.6556
PAGE
1-58 COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERWIISSION OF LAWRENCE E. BENNETT, P.E.
S C oft C4 <<-
z L -- !/V/
A I /_ U7- /.1,0.I . I
IF.
JIV waynsotll t,ourl • Lake Mary, FL 32746 • Voice 407.688.7631•• Fax 407.688,7691 c'`'` IE"'I"`•'i'I a
Lot 93, SANFO PARR, according to the plat thereof, as recorded in
Plat Book 5, Page(s) 62, of the Public Records ofSeininole County, FL.
1
Community number: 120294 Panel: 0045 Z07'
Suffix: E F.I.R.M. Date: 411711995 Flood Zone: X /J:
Date offield work: 811612006 Completion Date: 811712006
Certified to:
rs T
John Napolitano; The Closing Agent 11, Inc.; Commonwealth Land 9r
4—
r9
Title Insurance Company; The Mortgage Firm, Inc., 'its' successorsand/or assigns. .-. 9` ; 'r• !+o
RR O . rnn ,nr i rn ,
Location Sketch
Not to Scale
G
CO(J 4
LOT A 63>•
RP 1-
0.?'ON
Q
o.s off , W134.66' M 134.60' P F/P 1' l j I 00.2'ON
ZYW
O 10166. 1125.8' Asa ^ Q I {H
II7
OT
92 h ty 4i o ^LAWI
JziIr.,
ONE STORY o %comc LOT
93 RESI 2432 N oR!v= . o to
Q I 17.
0' ri
AN
4.s'' rd tr to 0.
ON +L
17.7' `: 13.6' A• K 19 4' 21.0's o I V
41h
Q) F/R
1/2" 0.6 ON f l l v , LOT 94 .
6' wnoo
FENcr a 6' 135,26(A4) 134. 60 (P) np 1 • ^ Sao' LOT
95
qo - 0
o (
0h
I
o I
0 h
ii
nP
1 W . tL
SCALE. •
1 "=
30' PropertyAddress: 2432
South
BayAvenue Sanford, FL
32771 Survey number:
SL 78106 LEGEND 0—
wood
Fence W.M. Water Meter M TC 1,1 GENERAL NOTES
vvire rence
F.N.
TEL. Telephone
Facilities O.R. Official Records Found NailPropertyCorner
Covered Area
O.R.B. Official Records Book R. Record
B.R.
Bearing Reference P.C.P. Permanent Control Point M Field
Measured CH RAID
Chord
Radial
P.
R.
M. Permanent Reference Monument CL ENCR
Clear
Encroachment
N.
R.
A/C
Non Radial
Air Conditioner
PG. PVMT.
Page
Pavement
L
Centerline
B.M. Bench Mark P.B.
P.0.
8. Plat Book
Point of
Beginning O ConcreteftProperty
Line C. Calculated
P.O.C. Point of Commencement C.M.
Concrete Monument ZZZZ Block
Wall Central Angle/
Delta P.O.
L. P.C.
Point on
Une F.I.
R. Found Iron Rod D.B. Deed Book P.R.C. Point of
Curvature Point of
Reverse Curvature F.I.P. R/W
Found Iron
Pipe Right of
Way D. Description
or Deed P.T. Point of Tangency N&D
Nail & Disk D.H.
D/W
Drill Hole
Driveway R.
Radius (
Radial) D.E.
Drainage Easement ESMT Easement R.O.
E. S.I.
R. Roof Overhang
Easement U.E.
Utility Easement EL Elevation Set Iron Rod & Cap FD. Found
F.F. . Finished Floor S/W
T.O.
S. Sidewalk Top
of
Bank P PlatF.C.M. Found Concrete Monument TYR Typical O.H.U. P.P.
Overhead Utilities
Power Pole
F.PK.
Found Parker•Kalon Nail W.C. Witness Corner TX Transformer
L L.
A.
E. Length Limited
Access
Easement 10.05
E.O.
W. Existing Elevation
Edge of
Water CAN CBCable
Riser
Chord Bearing
M.H.
O Manhole
P.
C.C. Point of Compound Curve F.C.
C. Found Cross Cut OHL Found Overhead
Lines
PI R/
W
Point of
Intersection Right of
Way 1. Legal
description provided by others. 2. The
lands shown hereon were not abstracted for
easements or other record• ed encumbrances
not shown on the plat. 3. Underground
portions of footings, foun. dations or
other improvements were not located. 4.
Wall
ties are to the face of the wall. S. Only
visible encroachments located. 6. No
identification found on property corners unless
noted. 7. Dimensions
shown are plat and measured unless otherwise
noted. 8. Elevations
if shown are based upon N.G.
V.D. 1929 unless otherwise note 9. Adjoining
lots are within the Sa block. unless otherwise
noted. 10. This
is a BOUNDARY SUR nless otherwise noted.
i hereby
c^M}rFly that r rs survey a s true 1 ``a `'•
11. Not
valid unless sealed with the signing surveyors embossed
seal. 12. Flood
zone determinations are provided as a courtesy
only, and are derived from the best sources
available to the surveyor. This information should
not be relied upon for fidod. insurance
purposes. and may differ from information
provided by others. 13. L.
B. 7132 14. Septic
tank and/or drainfield locations are approximate and
MUST be verified by appropriate utility
location companies. 15. Bearing
basis shown per plat unless otherwise shown.
is for
reference only unless signed "Illysealed
by a Florida Registered 77.,nes
aie'neiradial unless otherwise noted. prepared
under
my direCrion. r Ralph
Swerdloff Registered Lan Surveyor No. 3411 j._ Inr.ic p pa...•...