HomeMy WebLinkAbout500 Art Ln (4)e
RECEIVED
NO
,� CITY OF SANFORD PERMS[T APPLICATION �� Y � 2�
Permit #: �Y—�a Date: I��T���Q Qs
Job Address: j t.;U 4r l
R Description of Work: '� Ty A 1 Q 1% Total Square Footage
Historic District: Zoning: Value of Work: S /S bz>
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
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 or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
Owners Name & Address:
Address:
Mortgage Lender
Address:
Architect/Effng+ineer: (� ► \. '' kV ialo � f � t IM 32-T114-
�1 I' Phone:
Address: U t�'4&-+rii • K)uvl1 1 `� • R a s 6- J� I I4' 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 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 ofthe 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 permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there m e additional permits required from other governmental entities such water nagementdistricts, state agencies, or federal agencies.
Acceptance of pe verific ion that I will notify the owner of the property of the requir lorid Lien Law, FS713.
--signature of wner/Agent Date Signature Contra r/Agent Date
Pri t wner/Agent's a e Print ntractor/Agen Name _
Si n p c61l o{ fria LER D .e
Z. Si to
+=:$ U 'DION DUO D
• rY u�llc - State of Florida 4 N I 4 N AS PePUoB
�lYCommissionZL9£££aa # uolsslwwo0 °„�°�f`•.,
-,» s hJn28,2008
Commission # DD333672 9We,8ZL1'S.9 gUoPRWUJC0/V
ed By Nallonal } oppol o e Q1S n
Owner/ gertCIS- n ntractoo4;b An
Produced ID
/i 0
ALS: ZONING: N �e UTIL: _ FD: BLDG:
Special Conditions: \ter I I'll
Rev 03/2006
01/17/06 TUE 12:03 FAX 8137598176 HOE)TECH
r
r+e M
STATE OF FLORIDA
PA� `P 66a Ltd A �° a°s F C :0 A L5 n get,' o e r y
t t� � Tl! u ll9a '� Vr d6 ilwu V1 -U M Q E
JES BUSH
GoYemor
rti G" ;_bP E Fla S
F r A o n
"Dedicated to -making Florida a better place to cell hor, -e"
Certification Number: MFT -3115
Manufacturer: Modtech Holdings, Inc.
Address: 1602 Industrial Park Drive
Plant City, Florida 33566
Expiration: November 23, 2007
TH_ AD1;US'L_ COHEN, AIA
Secretary
Certified for Manufacturing: Business, Educational, Residential. and Storage Bu l'ldings
This will confit n that Modtech Hol n s. Inc. is certified to manufacture manuf,.etured
(modular) buildings, as defined by Rule Chapter 9B-1, FAC, and Chapter 553, P 1rt I,
FS, for location, or sale in the State of Florida. The condition of this certification is
limited to authorization specified in the above references. Each building shall be ir a
State Insignia located on the electrical panel box cover.
This certification renewal shall be for a period of three years, as indicated above, The
Manufacturer will receive a renewal notice by E-mail, generated by the Building Code
- Information System (BUS) 90 days
prior to expiration of this notice, The maU tacturer
must submit theor, ^
mf patron required in s. 55,_381 F.S. and Rule Chapter 9B -I.007 FAC
online at www,floridabtuldin
If you have questions regarding licensing requirements for site -related pem>its for
installation of manufactured buildings, you may contact 'us, your local building
department or the ,Department. of Business and Profession' Regulations at (850) 487-
1395.
Sincerely,
4-4,44,W",
Michael D. Ashworth
Program Manager
Manufactured Buildings Program
Building Codes-& Standards
Phone: 850-922-6075
FAX: 850-414.-8436
cc:H WC
2555 SHUNIARD OAK BOULEVARD. o TALLAHASSEE, FLORIDA 32349.2 100
Phone: 850,488.8466/Suncom 278,8466 FAX: 850.921.07811Suncom -,91,0781
Internet address: http;//www,_dc2.tl4l .flus
CRITICAL STATE CONCERN FIELD OFFIGE COMMUNITY PLANNING EMERGRNCY MANAGEMENT HOUSING & COMMUNITY DEVELOPMENT
27% Overcaa HIghwoy, Suifc 212 2555 Shummrd Oak 9oulevard 2655 ehumard Oak ➢eutevard Z555 Shumxrd OS). Eouldvard
Marathon, FL 33050.2227 Tpllflhas-ac FL 324$.2100 Trtllahamec, FL 3;`399-2100 Taflsha =o, FL 32 199-2100
r305)289-2402 (850)488-2355 (850)413-9089 {85D)49 7958
. ,_J
I
xxxoa!t.
SURVEYOR
LEVITT AND SONS, LLCEVANS ENGINEERING, INC.
BENCHMARK SURVEYING AND MAPPING
12124 HIGH TECH AVENUE 713 IRMA AVENUE
-
SUITE 290 ORLANDO, FLORIDA 32803
I
ORLANDO, FLORIDA 32817 (407)872-1515
I
(407)381-7040
SITE
by WY ` arW
-
A. THE CITY OF SANFORD ENGINEERING DEPT.
N F
8. THE CITY OF SANFORD UTILITIES
VICINITY MAP
N.T.S.
GRAPHIC SCALE
( IN FEET )
I inch - 20 (L
COMPACTED UMEROCK BASE
T �'i
U
TYPICAL PAVING MATERIALS:
A. 2' TYPE S-1 ASPHALTIC CONCRETE.
B. 8* UMEROCK BASE COMPACTED TO
TO AT LEAST 98X OF ITS MODIFIED
MAX. DENSITY PER AASHTO T-180.
C. 12' STABILIZED SUBGRADE (FBV 75 PSI)
AND COMPACTED TO AT LEAST98X OF ITS .MODIFIED
MAX. DENSITY PER AASHM T-180.
�� TEMPORARY
H \
/ TURNOUT PAVING SECTION
N.T.S
LEGAL DESCRIPTION
Fran UI in l.reeC Of - Leel Ina of S Um 10. T -k, 20 SOVq. Rm9H, 30 Eeat WIq The. Swgwly Ibe of qe
San bd bent Ln.. Run N 6330'57' W 78022 Mt fa P Peilt Of fl,, q. g. thma rvn N DO'IBSJ 5- E PlWoad .5.0
U. East N,. If .eld S.clxn 10. 811287 Ml to o Print m q. Swgsly bwnday IFe of Hkdm _ "'ale"
-in la Ue Rel gweei oa rKaded H pot BM I), Papa 55 and 56 of qa Nee- Recada el Swnilab
C -Fl, Ra ; qmp rvn dm9 the Swgsly and Wbalarly b -,,Ina of edd Hidden Ldp. UMl I -C a fNe.e.
N 8911'065* W 375.00 Ml Nath 41500 Mt Wa, 25000 /vel la a BIInI m q. cmtwlF. of LM LeW Give.
aadirl to Ih. Rat of geld NMdm Lille Unit 1-C. thence rvn North 26000 Ml le the Nor#HWNtWly Somw of
BIM K o/ veld HMdm Late Unl 1 C qma I-., th. bwndary of veld NRNW, LSM, Unit 1 C run N 8125'52' W
417.39 ML lh4 run S 011'4.31 5' w 1311 DO NWH. MI-I.rvn S 19 1VW' E .11 M NNH. qmp rue - 80 34
N t0 a PORI m e Gorr. cancan NegW_y hating are of 570.W NAME o Shad and Shad bating of 2282
Mt, S 64'J9'S8- W, BY"
ca ren $wlll.plWfy dm9 VIM Curr. grwgh a anbd mql. o/ 021273)' 2152 Ml to
U. P.T., qmp rvn S 65'4846' W 85.23 Mt to th. PC If
of a CMrvW o..'RX Swq.Lol and herWlq a radua If
325.22 lee,, qma rvn SIM. -E., dmg awd curt. tMw a cmbd mgl. of 531.'n'.30257 Ml 10 W. P.T,
- rvn 5 127]0'23' W 97.61 Ml le U. P.C. IT a curve canprW E -WRY and Ra 9 a redA4 0/ 628 U Mt,
- ren Swgwly don9 - CurvetMwgh a __m91. el 1—'J5' 1.6.53 f -to the P.T., tomo run 5 DO'
51'12- E 164.59 Ml to the P.0 If a wrv. c.Rcew NP,eWWHWly we -9 a neM. of 2.8.01 f . lhma run
SwgslY dm9 add carr. thrwpll o cmtyal IR91. of .631'15'. 2,1036 Mt to th. P.T, thma nn S 4800'03' W
362.45 14.1, qmc. rvn S DOY831• W 4228 ML Ihma. cml S 00'4871' W 1DO.DO NWL qma rvn Swq 89'
18'27' E 200.00 Ml gmce rvn N 00'.8'31' E 100.00 Mt IT- nR 5 8918'2)' E 461.75 1«I W.IA ren S GO'
"'7" W 257 I. E thence rvn S 633057' E 8067 Ml, th- run N 2609'03- E 183.08 Mt le a PORI m q.
Seu"Y III. of - SIMP,d Grml Uri, lh- run S 633057' E dm9 add bent Line. 509.14 Mt to the POFt Of
Be9Vn H9
GmbH. 21395 Raw Lmd A Wets
APPLICANT ENGINEER
SURVEYOR
LEVITT AND SONS, LLCEVANS ENGINEERING, INC.
BENCHMARK SURVEYING AND MAPPING
12124 HIGH TECH AVENUE 713 IRMA AVENUE
557 WEST PLANT STREET
SUITE 290 ORLANDO, FLORIDA 32803
WINTER GARDEN, FLORIDA 34787
ORLANDO, FLORIDA 32817 (407)872-1515
(407)654-6183
(407)381-7040
TYPICAL PAVING MATERIALS-.
THE FOLLOWING AGENCIES AND COMPANIES SHALL BE NOTIFIED 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION:
A. THE CITY OF SANFORD ENGINEERING DEPT.
8. THE CITY OF SANFORD UTILITIES
C. BELLSOUTH TELEPHONE
D. BRIGHT HOUSE NETWORKS
E. FLORIDA POWER 6L LIGHT
F. FLORIDA PUBLIC UTILITIES
NOTES
1. THE CONTRACTOR SHALL NOTIFY THE CITY OF SANFORD TRAFFIC ENGINEER AT LEAST
48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION IN THE RIGHT-OF-WAY.
2. ALL DISTURBED AREAS SHALL BE RETURNED TO PRECONSTRUCTION CONDITIONS
OR BETTER. ALL DISTURBED AREAS SHALL BE REGRADED AND SODDED WITH
ARGENTINE BAHIA SOO.
3. ALL PAVEMENT MARKERS, STRIPING. SIGNAGE, AND OTHER TRAFFIC CONTROL DEMCES
TO BE INSTALLED BYTHE CONTRACTOR PER F.D.O.T. ROADWAY AND TRAFFIC DESIGN
STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
4. ALL PAVEMENT MARKINGS/STRIPING DESTROYED DURING CONSTRUCTION SHALL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
5. ALL CONSTRUCTION WITHIN THE RIGHT-OF-WAY IS TO BE IN ACCORDANCE WITH CURRENT
CITY OF SANFORD STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION.
6. CONTRACTOR IS TO VERIFY TIME LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION IN THEIR VICINITY. ANY DAMAGE TO EXISTING UDUTIES SHALL BE
REP RED BY THE CONTRACTOR AS SOON AS POSSIBLE,
7. CONTRACTOR SHALL NOTIFY ALL UDUTY COMPANIES WHICH NEL BE AFFECTED BY THE
PROPOSED IMPROVEMENTS AS SPECIFIED BY CITY OF SANFORD UTIUTY REGUIREMENTS.
8. IF THERE IS ANY DISCREPANCY BETWEEN THE RECO CONDITIONS AND THIS PLAN,
THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR DIRECTION.
9. HANDICAP SPACE AND RAMP 9/ALL BE FLORIDA ACCESS UTY ODE COMPLIANT.
Qi 10. SEWER SHALL BE CONTAINED AND MAINTAINED WTHIN THE SALES iRMIER.
PROPOSED
ASPHALT PAVING
'cul / STOP SIGN
�( I
OO7y-p
\ 5.60
4ATCq I EXIST.
D? PAMENT a 45.85 N
I a \
THELYNE-
ASPHAIJT PWVING III /II't ll �� / W/�A BLOW OFF` ) TUBINGTE VALVE I" Y( (POTABLE)
3/4" X 5/8n METER
WITH BACKFLOW PREVENTOR
►M_ - SILT FENCE
_ _ _ _ _ _ (LIMITS OF
- CONSTRUCTION)
--- ---- -15
-- --- _ - -- -T �� RETAINING WALL
V AI (BY OTHERS)
- TEMPORARY JUMPER
(SEE DETAIL W THIS PAGE)
8 -WET TAP TO EXIST.
8" WATER MAIN
X I (TEMPORARY JUMPER CONNECTION)
5WIDE
I �.• D.cN
fANCREBEK AT IUDO P.S.I.: -
WOOD FLO SH, SAW CUT
CONTRATIONCIA TS AT //J_
5' OC. MIN A NSON JOINTS `-L-PACTED AIBCRADE
AT 20' OC. An. .1. MAX DENSl
[_l),SIDEWALK DETAIL
N. T. S.
4' M ul.
R 2
Ca6l Or Rubbed
5/8'
.:1
BY
1/4' Pitch
3/4' Optional
I-- 8' Min. 9r Nox.
I --2r Min.
FE- 3"M...
--i..-.
I No. 5 Bars, 180 Long
`I c Per Gu rd)
B CONCRETE BUMPER GUARD
f �J
45.6 D�4/
M�
I. �.,. Mb wesn~ie AiMI.. H
r ael/e. lyN. Nr la�xw
d.wVx U eww • SM
ESA,
�� 4a. Asn mm
N.T.S. ,
CREPE MYRTLE (TYP)
SWEET VIBURNUM (TYP)
BUMPER GUARD
�. (TYPICAL)
HANDICAP SIGN
'0. PROPOSED
L ASPHALT FOR
V�
5.75 ti
/ \ 5' SIDEWALK
1" WATER SERVICE
HANDICAP PARKING
2% MAX. SLOPE
------------------
I""\ASPHALT PAVING SECTION
L --------------------
(LIMITS OF
CONSTRUCTION)
RETAINING WALL
(BY OTHERS)
T
`� COM6AYE]S 4M
ST U
GTEs.
t LETTERS
i *oR
P P BLU
DE
B O
SP
IS I)
S 5 An
TYPICAL PAVING MATERIALS-.
A. 1' TYPE 3 ASPHALTIC CONCRETE.
8. 6' UMEROCK BASE COMPACTED TO
TO AT LEAST 98% OF ITS MODIFIED
MAX. DENSITY PER AASHTO T-180.
C. 12" STABILIZED SUBGRADE (EBV 75 PSI)
ANDCOMPACTED TO AT LEAST 98% OF ITS MODIFIED
MAX. DENSITY PER AASHTO T-180.
T
GTEs.
t LETTERS
i *oR
P P BLU
DE
B O
SP
IS I)
S 5 An
.S.
TERING
OFR,
MA- ON uWFdtM TRAFFIC CONTROL
STRIPING DET
;�y,Ma~ I -ER
TA
aERATEo BY cwRlY RWSoIEt ONLY.
TEMPORARY JUMPER DETAIL
I. A TEMPORARY JUMPER CONNECTION 5 KQUIREO AT ALL CONNECTIONS
BETWEEN COSTING KTE WATER S AND PROPOSED NEW WATER
REYEI EN
2. THE DETAL ABOVE 5 TO EW USED FOR FULLING ANY NEW WAFER MAN
OF ANY SZE FROM I%ST NG ACTNE WATER ANS AND OR CUSHING
PULLNG BAC ERHNNS IOLOGCAL SAMPLES /ROM ANY MNEW WNIMUMATER RE -WIN OF D FOR
51 `E. E JU PER CONNECTION SNALL BE NT ED UNTIL
RUMNAFTER FILLING, FLUSH, ESTNG, AND DISINFECTION OL THE HE
HAS BEENSUCCESSFULLY COMPLETED AND CLEARANCE FOR USE
FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Qg
A OTHER PERTIENT AGENCIES HAS BEEN RECENED BY SEM CO,L RJS.
THIS JUMPER COMECLNL. A
N SHALL. BE USED TO NTAN A MINIMUM
PRESSURPRESSURES OF 20 THE NEW NS ALL THE TIME AFTER
DISNFECTON AND UML THE FDEP CLEARANCE LETTER IS OBTAINED
ADEQUATE THRUST BLOCKwG AND E5iNJNiS SHALL BE PROVIDED
TRYPoPAR LT, AiORTMW RED PIPE AND FITTINGS USED FOR COTED NNECTING
To
NSTALIATIONE ACCORNNCENWITH PIPE
WWA C051B. IHE AESTL EDITION PRIOR
TAPPING SLEEK AAD THE EXERIOR OF THE MAN 0 E TAPPED SWLLL
BE -INFECTED BY SPRAYING OR SWABBING PER SECTION 11 OF AWWA
L
CBST- TEST.
3. FUNSHIHG WATER MAINS MAY BE DONE TRIBESMEN THE DE -IN RALK
DER VERY CONTROLLED CONDITIONS.
THE FMLOWrNG PR 1 IS SHALL BE FOLLOWED:
A THE TIE-IN WALKS SHALL BE OPERATED AND PRESSURE TESTED IN
TME PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO
NOR1 WATERTIGHTIGHTNESSBE PRIOR
EPLACED TIE-IN.
RNA VEWWVVALVE ICH ARE
INSTALLED IMMEDIATELY ADJACENT TO THE IFAKINGVVALE-
B. THE TENPoRAiY -PER CONECTON SHALL BE CONSTRUCTED
AS DETA.- THE JUMPER CONNECTION SFMLL BE USED TO RLL
TBTRL[R OLOGIEUR4 SAUPING FOR THE NEW INA MAIN AS FOR
BY
E FDEP PERMIT.
o FLUSHING SHALL NOT BE AMMPIED DURING PEAR
DEMAVD HOURS OF THE EXISTING WATER AWNS.
0 AL DOWNSTREAM VAKSIN TNEW SYSTEM MUST BE
OPEN PRIOR 0 OPENING THE
TE -IN VALVE.
0 PROVIDE FORD MO ITOR THE PRESSURE AT THE TIE-IN
POINT. E PRESSURE E EISTING MAN MUST NOT
DROP BE- JS PSI.
O TE -IN VAK SHALL BE OPENED A FEWTURNS ONLY,
ENSURING A PRESSURE DROP ACROSS TIE VALYE 15 AwAvS
GREATER T To PSI.
C. THE TE N V,ALK SHALL BE LOCKED CLOSED BY THE 11TILIlY
COMPANY UNTIL FLUSHING BEGINS.
D. THE FE -1. VANE SHALL BE OPENED ONLY FOR FLUSHING OF THE
NEW MANCOMP ANO OBSETHE R o BY THEENGINEER,
BY 5.E UTILITY
E. AFTER RUSHING. TIE TIE-IN V SHALL BE CLOSED AND
LOCKED IN THE CLOSED POSITION BY THE UTIUTY CO eP .
4. THE G0„M
TRACTOR SHALL PRWIGE DOCUMENTATION KNOWS MONST
TRATING
E DOUBLE CHECK BACIFLOW E ERTRJN DEMCE RAS BEEN
TESTED F NIS IN
WITHIN ONE YEAR AT THE TIME OS ILLATION. A COOO
WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST SF BE
PERFORMED BY A OUWRED BASK ROW PREVENTION TECHNICIAN AS
APPROVED BY SEMINOLE COON GROSS-CONECTION CONTROL PROGRAM.
5. EXCEPT AS REQUIRED TO FULT LINES OF GREATER THAN 8- IN
DIAMETER. THEPE-IN -E SHALL REMAIN CLOSED AND SHALL BE
LOCKED A E UT
THE CLOSED POSITION BY TAT' COMPANY THE IE -IN
VALBEEN CLEARED FHALL OR USE BLYDFDEPSLAND ANLL OTHER NEW SYSTEM
HAS
AGENCIES.
6. GERTRTI EIT AGERECEIPT NCIES LTFHE CONTRACTOR SNML REMOVEFROM FDEP AND E OTHER
TEMPORARY JUMPER CONNECTION THE CORPORATION STOPS ARE TO BE
CLOSED AND UGGED WITH 2' BRASS PLUGS.
7. ALUM STALLATION 0 TENWCE a THE R EMPORARYOncM, Eft
TI"ROS'°;LYE. ETC.. SMALL BE THE RF�SIBN� OF TE
FI'rRACipt.
rE�TEMPORARY JUMPER CONNECTION
1 .... CO. T -p0
N.T.S. PE C -14A
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DRAWN:
CH
CHECKED:
TT
DATE:
MARCH 2000 -
SCALE:
1w■20'
JOB a
14204
SHEET M:
1
OF SHEET!/
mom
719 Irma Avenue.
?rEV
Orlando, FL 32803
407) 872-1515
a,®� (407) 246-0963 FAX
dal ' INC. www.evansenginc.com
May 31, 2006
David Richards
CITY OF SANFORD
PO Box 1788
300 N Park Ave.
Sanford, FL, 32772
Reserve at Sanford Sales Trailer
Dear David:
ICITY OF SANFORD
MAY 31 2006
PLANNING AND DEVELOPMENT
Per your conversation with Dave Ouellette regarding the Reserve at Sanford Sales Trailer
the following revisions have been made. The number 57 stone for the parking lot and adjoining
drive isle has been revised to 1", type 3 asphalt. There will be no sanitary sewer service
connections to the proposed sales trailer, the sewer will be contained and maintained within the
sales trailer and pumped out as needed, a note has been added to the plans. Should you have
please contact this office.
0 CML ENGINEERING ■ LAND PLANNING 5 PERMITTING SERVICES t
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
PARCEL DETAIL
Davin JoFi sok; CFA, ASA
PAGPERTY
APPRA15ER
SiINOLE 006NTYFL_
1 t01 E. F H;tsT,sT
SANFORD, FL32771-1468
407 - 665; 7.5106
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcelld: 10-20-30-300-0020-0000
Number of Buildings: 5
Owner: LEVITT & SONS OF SEMINOLE CO
Depreciated Bldg Value: $0
Own/Addr: LLC
Depreciated EXFT Value: $0
Mailing Address: 7777 GLADES RD STE 410
Land Value (Market): $1,741,500
City,State,ZipCode: BOCA RATON FL 33434
Land Value Ag: $0
Property Address: 500 ART LN SANFORD 32771
Just/Market Value: $1,741,500
Subdivision Name:
Assessed Value (SOH): $1,741,500
Tax District: S1-SANFORD
Exempt Value: $0
Exemptions:
Taxable Value: $1,741,500
Dor: 0003 -VACANT TOWNHOME
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
SPECIAL
WARRANTY 01/2006 06092 0240 $2,000,000 Vacant
No
DEED
CORRECTIVE 01/2006 06092 0235 $100 Vacant
No
DEED
SPECIAL
2005 VALUE SUMMARY
WARRANTY 11/2005 06040 1425 $5,000 Vacant
No
2005 Tax Bill Amount: $16,247
DEED
2005 Taxable Value: $814,161
SPECIAL
WARRANTY 06/2005 05770 1860 $1,394,000 Improved
No
DOES NOT INCLUDE NON -AD VALOREM
DEED
ASSESSMENTS
WARRANTY 08/1992 02467 1097 $499,800 Improved
No
DEED
WARRANTY 06/1984 01557 1407 $300,000 Improved
Yes
DEED
WARRANTY 01/1974 01021 1121 $70,000 Improved
Yes
DEED
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LEG SEC 10 TWP 20S RGE 30E BEG 780.22
FT N 63 DEG 50 MIN 57 SEC W OF INT E LI
SEC & SLY LI
SANFORD GRANT RUN N 813.287 FT W 375
LAND
FT N 415 FT W 250 FT N 260 FT N 81 DEG 25
MIN 52 SEC W 417.39
Land Assess Frontage Depth Land Unit
Units Price
Land
Value
FT S 1130 FT S 79 DEG 26 MIN 50 SEC E
Method
411.38 FT S 88.34 FT SWLY ON CURVE
LOT 0 0 129.000 15,000.00 $1,741,500
22,82 FT S 65 DEG 48 MIN 46
SEC W 65.22 FT SWLY ON CURVE 302.57 FT
S 12 DEG 30 MIN 23 SEC W 97.61
FT SLY ON CURVE 146.53 FT S 164.59 FT
SLY ON CURVE 200.36 FT S 46 DEG
3 SEC W 382.45 FT S 42.28 FT E 661.75 FT S
hq://www.scpafl.org/pls/web/re web.seminole_county_title?parcel=10203030000200000... 6/8/2006
-'M 07. Ay $1 ?44117
ELECT'RICITY(MulkWhi$ 53.98 1".00
9,147.00 16,913.00
$482.65 $843.01
AREA LIGHTS 5.02 30.45
857.00 51S(D.OU
$45.16 $271.92
IaSC EAIPMT 19.03 1943
3,221.00 3,22L00
-'M 07. Ay $1 ?44117
EaergyGmp VaCum v 2.11 FORM 40OA: 2004
SPACE COOL 21.97 33.;5G
3,718.00 51494.00
$195.94 $300.64
SPACE HEAT 2.7-5 2.25
393.00 374.00
$20.71 S19.54
VMT FANS 5.71 16.71
958 00 2.78 W
$50.49 $1311.84
CcvdAts & P (if any): Mffed Points: =53-" r PASSES
EaergyGmp VaCum v 2.11 FORM 40OA: 2004
L
08:22p 813-999-9887 ' 89 3849988'? P E;
Project: RESUN LEASING
T5u11e JLB-2Do+6-@R3F
Office
For. 4rlaado.
External Ughting Compliance
]Detioa Category Mewance Am or Lwgtli F"A C1EJP
(w/unit) or No. of wits
oi• ff
Ext Light i Building Entcancq '%ft (or free 3.00 12.0 36 60
sumdxn$) Canopy
Ext Light 2 Building entrance without 33.00 12.0 396 60
caujopy
Design: 120, M, IFAS I
Iwo um 437,
Pmject: =SUN LEASDNix
Tine: �I.B-Z®OCr0137 .
TV
PC Off'we
ffEA Filer oriwft
Lighting Controls Compliance
AcraiM mi AAshm iescriotion Arca No. of Design lona . Cmu i- '
(sq.ft) Tasks CP CP a+ice
Office 19 OM= - Enclosed 1.460 1 2 _ 1 PASSIRS
PXstroom 6 'Toilet and Waatuoam 42 1 4 2 PASUS
{
PASSES
Project; RDtM LE48MG
Tittle: JLB-2005-0137
Type. Office
27A File: Odando.TMY)
JLB-20W -(D System 1 Cwstant Vol>snte Packaged NI). of Units
.r? TerMinai Sysbesn 2
coiaxpMat Category Capacity Design Zffign 3IPLV Comp-
Eff Crkeda J PLV Cri *ria Baine
i Joa�ling System FTAC > 15000 Btulh 10.40 9.30 PASSES
(Codling Mode) `s
-Fkatws System Electric Furnace 1.00 3.00 PASSES
Air Handling Air Handier (Supply) - 4.50 0.90 PASSES
System' -Supply CansM Vdlmne
Air Disulbuti(w ADS System 6.00 6,00 PASSn
ystexu
IFASSES,�-
4al/2006
EueiarGaug: li IaCew v 2.11 FORK 40OA-2004
S'i3�4JySSY
a+o t:RZSMK L ASIENOG
T4rlp.• n M2tlfuC_A 115417
EmergyGauge FlaCom v 7.11 FoRIM 40DA 2(04
! Fkpr ZI uc utszup t31"4y-9tRS(
t..
i
i
1MU LEASING
s
Title: JU344"137
s
TYPM Office
(WEA Mc Oldmdo.TMY)
CategwY
Section
Is�lbuation
406.1
System
407.1
VeiJat�ian
9.09.1
ADS
410.1
T & B
410.1
Motors
414,1
Lam$
41.5.1
Q & M
102.1
RooflCed
404.1
101
4/21/2006
8139499887 p.8
Other Required Cont pfiance
Regw $ (Wete MA in box of not appacame)
checlk
1OMzateon CriW= have been meet
HVAC load sizing has been performed
VwWabcu calina have beds amt
Duos sizing =d Design leave bean perFotmcd
Tcsft and Bai=dAg wit[ be performed
Motor d Fuenc y calena hwc been met
Lighting have been met
OPCmdoulmairdenance manuai will be provided to owner
R-1 9 &r Roof Deck with supply pig beamth it
input Report .Print -Out fmm EneWeWge MaC m aMbed?
1EneraGauge RaCem v 2.11. FORM 40OA-2 04
6