HomeMy WebLinkAbout371 Misty Grove LnCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 776.00
Job Address: 371 MISTY GROVE LN SANFORD, FL 32771 Historic District: Yes ❑ No ❑
Parcel ID: 27-19-30-506-0000-2010 Residential Q Commercial ❑
Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: SCREEN INSERT AT REAR LANAI
Plan Review Contact Person: Emily Silva Title: Screen Manager
Phone: 407-363-9800 Fax: 407-985-2815 Email: emily.silvertrend(&—gmail.com
Property Owner Information
Name Taylor Morrison of FL Inc Phone:
Street: 151 Southall Ln Ste 200 Resident of property? : No
City, State Zip: Maitland FL 32751
Contractor Information
Name Silver Trend, Inc. / Jose Julio Da Silva Phone: 407-363-9800 X 1
Street:.1710 Premier Row. Fax: 407-985-2815
City, State Zip: Orlando, FL 32809 State License No.: SCC131149963
Arch itect/Eng1neer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
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.
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. O
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code (�
Revised: June 30, 2015 Permit Applicationw,
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.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
S' of Ow gent Date
Jose Julio Da Silva
Print Owner/Agent's Name
3�3�/�
Signatur(prNot.
State of orida Date
•:��PY •�!c MARYSSOL FAQUINI LIE
=0. _ MY COMMISSION # FF 907001
EXPIRES: August 5, 2019
of F °f Bonded Thru Nctary Public Underwriters
Owner/ is ersonally Known to Me or
Produced ID Type of ID
Si ofC or/Agent Date
Jose Julio Da Silva
Print Contractor/Agent's Name
3b %/9
of FIJi 1]are—
NiARYSS01. FA.QUINI LIE
,%Iy COMMISSION # FF 907001
EXPIRES: August 5, 2019
bonded Thor Notary Public Underwriters
Contractor/Agent is V Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING L►e UTILITIES:
COMMENTS:
ENGINEERING:
FIRE:
Ok to install screen inserts on
existing lanai as shown on plan.
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
R]EQUM E]ID INSPECTION EcCTI ON SEQUENCE
Foundation / Form Board.'Survey
Slab /'Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing— Walls
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
Final Screen.Room
Final, Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building. Other
REi WS EIlD: June 2914
Address!
r I��IE� V`�➢.�Q.�I�IEQ$1QVll:'IC .,. _ .. ,_.:
IyIiun
I IY][aaY ][n�ec® Descid
Electric. Underground
Footer /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Iy[in max Ins ection Desc rii iflon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
'IG`LWlittiL`L QV..217;JL
l�lnn Max
I[n� �c�i®n D@��B'ij�D�ll®IIIl
Mechanical Rough `R
Mechanical. Final
Mn Max
r'n �ectll.®IIIl.I(De5eIC1I 1r1f-IlIl
Gas Underground
Gas Rough
Gas Final
2/28/2018
Parcel Information
SCPA Parcel View: 27-19-30-506-0000-2010
PropertyRecordCard
Parcel: 27-19-30-506-0000-2010
Property Address: 371 MISTY GROVE LN SANFORD, FL 32771
Value Summary
I
IV
22.33
22
22
22
22.33
!2 + 27
22.33
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GIS
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RA-r-T--A
Seminole
County
Legal Description
LOT 201
THORNBROOKE PHASE 5
PB 81 PGS 68 & 69
Taxes
2018 Working
2017 Certified
Values
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
0
0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market)
$34,000
$18,300
Land Value Ag
I
Just/Market Value
$34,000
$18,300
Portability Adj
Save Our Homes Adj
$0
$o
Amendment I Adj
$o
$9,667
P&G Adj
$0
$0
Assessed Value
$34,000
$8,633
Tax Amount without SOH: $227.00
2017 Tax Bill Amount $227.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
I Exempt Values
I Taxable Value
County General Fund
$34,000
$0
$34,000
Schools
$34,000
$0
$34,000
City Sanford
$34,000
$0
$34,000
SJWM(Saint Johns Water Management)
$34,000
$0
$34,000
County Bonds
$34,000
$0
$34,000
Sales
Description
Date
Book Pagej Amount
No Sales
Qualified
Vac/Imp
Find CoMpamble Snies
Land
Method Frontage Depth Units Units Price Land Value
LOT 1 $34,000.00 $34,000
Building Information
Permits
Permit # I Agency Amount CO Date Permit Date I i Description
http://parceldetai1.scpafl.org/ParcelDetailInfo.aspx?PID=27193050600002010 1/2
l
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
4411- it
DATE
SANFORD BUILDING DIVISION
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 OF THE 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 THIS CODE
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Contractor Name and Address
Project Name and Address
bwaiwsion
mThombrooke
~ These plans are in compliance with the 6th edition,
®1YE� ?i�PJD
TAYLOR MORRISON
Date
2017 Florida Building Code, and the Aluminum
LOT 000201
Association of Florida Standards
1710 Premier Row, Orlando, FL 32809
371 Misty Grove Ln.
03/01/2018
Scale
Office: (407) 363-9800
Fax: (407) 985-2815
Sanford, FL
Email: SilverTrend@cFl.rr.com
32771
UNLESS NOTED
I
•AAF GU/DE TO ALUMINUM CONSTRUCT/ON /N HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by:
F.B.C. B 2002.4.1 &
Homeowner:
Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1
Site Address: 371 Misty Grove Ln. Sanford, FI.32771 140
Ultimate Wind Speed mph
Builder: Silver Trend Inc Date: 3 1 2018
Nominal Wind Speed mph
Overall Dimensions: Length: (ft) Width 16'-10" (ft)
Structure is attaching to: conc block
Height @ Attachment: 8-2 (ft) Attaching to: Concrete ✓ Lumber ✓ Other
Overall Height 8'_4„ (ft)
Wails $Importing Guard Rail
A) Select Girt : (Table 301_page )
Load Width: —span—
B) Select Column: (Table 302_ page )
Load Width: Span
Walls Not Supporting Roof or Guard Rail
A) Select Girt : (Table 302_page )
Load Width: 6'-11" Span 7'-0" Select 2x3
B) Select Column: (Table 302_page )
Load Width: 6-11" Span 8'_2„ Select 2x4
Exposure: ❑✓ B ❑ C ❑ D
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CCDM'GHT 2D14 NOT TO BE RMtot)UCED IN UL'HOLE OR IN PART WITHOUT THE WRITTEN PEWISSION OF THE ALUMINUM ASSOCIATION Of FLORIDA
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Chapter 3 - Sovened Walls a Balconies
20 COUM SIMM SIZE
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20XIwAUr ANGLE SUN SME 2 M #14 SKS EPM
SME (P D.0 MDL)
wir eamw (MDL) MOtwimo)
hd - - 17 MA!rZIN
NOTES:
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DESCRIPTION AS
FURNISHED: Lots 198, 199,
200, 201, and 202,
THORNBROOKE PHASE 5, as
recorded in Plat Book 81,
Pages 68 through 69 of
the Public Records of
Seminole County, Florida.
PLOT PLAN FOR /
CERTIFIED TO:
Taylor Morrison of Florida; �.
Inc.
*PLOT PLAN ONLY*
(NOT A SURVEY)
PROPOSED INFORMATION SHOWN
BASED ON SUPPLIED PLAN
AND/OR INSTRUCTIONS PER
CLIENT(NOT FIELD VERIFIED)
LOT 198 OR 202
*NOTE: PAVER ITEMS ARE NOT
INCLUDED IN IMPERVIOUS AREA
LVI = z,1zT
bwp1.
LIVING = 770
SQ.FT.
GARAGE = 458
SQ.FT.
*PAVER ENTRY = 9
SQ.FT.
LANK = 93
SQ.FT.
BREEZEWAY= N/A
SQ.FT.
*PAVER DRIVEWAY= 400 SOFT
A/C PAD = 9
SQ.FT.
*PAVER WALKWAY = 6
SOFT.
IMPERVIOUS= 62.7
Z
= 1,330
SQ.FF.
Cnn = 17Fi
Sn_FT
R/W = 179 SQ.FT.
APRON = 51 SQ.FT.
SIDEWALK = 112 SOFT.
cnn - I F: sn FT
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ON-
LINE
TRACT D
(LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILITIES)
N 89057' 49" E
22 AA' 22 nn' 22. On' 22 nn' 22 .4.4'
10.00"
10.00'
10.00'
t 0.00'
10.00'
LOT 202 AC
AC LOT 201
LOT 200 AC
LOT 199
T 198
F20.0'
ON
ON
LINE
7.2' 2FF
16.8
7.2
LINE
0
LANAI
14.5'16.8
a
LANAI1
o
'? Mi
34.3'
17.2'
ON
7.2'
ON
LIN
7.2
LINE
^ PAVER
NTRY
ENTRY 2.0
M W
W
W
W
h
PROPOSED
PROPOSED .
PROPOSED
PROPOSED
PROPOSED
2.0' ATTACHED
o ATTACHED :
o ATTACHED
o ATTACHED
o ATTACHED 2.0
RESIDENCE N
o RESIDENCE w
o RESIDENCE w
o RESIDENCE C4
o RESIDENCE
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REDWOOD
BIRCH
REDWOOD
WILLOW n
a
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PAVER
PAVER
ENTRY
15.7'
6. ' ENTRY
o 0
PAVER Mi 12.3' Pi
.7'
T: o
ENTRY o 9'
34.7'
�f
9'
10.7' 4
9'
34.7'
i6'
16'
PAVERPAYER
PAVER PAVER
PAVER DRIVE
P VER PAVER
PAVER
DRIVE
DRIVE µ'/me
WALK
WALK DRIVE
DRIVE
25.00'
25.00'
29.00'
25.00'
25.00'
- -
-
- - - -
- - -
10'
UTIL ESMT.
U71 MT
JL
I
D w1Yt.' Zz. Zi.i zz. uu zz. U J . �(J(J s conc. 22.33
WALK WALK
F� p� PROPOSED = F7NSH£D SPOT GRADE ELEVATIONS
QQ PER DRAINAGE PLANS
LOT 799, 201
*NOTE: PAVER ITEMS ARE NOT
NCLUDED IN IMPERVIOUS AREA
LLII = z,Uyu w.r 1.
LIVING = 894 SQ.FT.
GARAGE = 249 SO.FT.
*PAVER ENTRY = 36 SO.FT.
LANAI = 102 SQ.FT.
BREEZEWAY= N/A SQ.FT.
p
*PAVER DRIVEWAY= 225 SQ.FT.
A/C PAD - 9 SQ.FT.
*PAVER WALKWAY = 48 SQ.FT.
IMPERVIOUS= 60.0 7*
= 1.254 SOFT.
SOD = 27 Q.FF.
SONS:
W
A CU
R/W - 176 SOFT.
APRON - 30 SOFT.
'
SIDEWALK = 110 SQ.FT.
SOD = 36 SQ.FT,
O
AREA = 2,266 SQ.FT
IS In
DRIVEWAY = 255 SOXT.
o O)
SIDEWALK = 158 SOFT.
O
SOD = 563 SOFT.
LOT 200
*NOTE: PAVER ITEMS ARE NOT
INCLUDED IN IMPERVIOUS AREA
ON LOT AREA CALCULATIONS:
ON
LOT = 2,090 SQ.FT
LINE
LIVING = 824 SOFT.
GARAGE - 259 SO
*PAVER ENTRY = 68 SO.FFT.T.
LANAI = 102 SOFT.
*PAVER DRIVEWAY=261 SQ.FT.
DRIVEWAY - 267 SOFT.
A✓C PAD - 9 SQ.FT.
*PAVER WALKWAY = 25 SQ.FT.
IMPERVIOUS= 57.1 x
= 1,194 SOFT.
SOD = 542 SOFT
C.
O LOT AREA CU NS:
100.14'
APRON = 306 SQ.FT.
SIDEWALK = 110 SQ.FT.
SOD = 36 SOFT
AREA = 2.300 SOFT
o , - -
(B-B•) S 89 57 49 W
AREA = 2,266 SQ.FT
DRIVEWAY = 451 so. FT.
DRIVEWAY= 97
SQ.FT.
SIDEWALK = 118 S.F
GROVE LANE (40' R/W) TRACT A
A
SIDEWALK SQ.FT.
SOD 92 SOT.
SOD - 578 SQ.FT.
CO TT
&
A S'AS O C:
INC. LAND
OR
32807
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UTIL
. OVRO WARM
UTRITY
1. THE IMDFRSM,FIm DOES HERESY CERTIFY TENT THIS SURVEY MEETS Tiff MINIMUM TECHNICAL STAAIDVtOs SET FORM BY
THE FLORLM BOARD OF PROFESSIONAL LAW SUMEIORS IN CHAPTER W-17 OF THE FLORIDA A&WINI57RA71YE CODE
MTF
ORDER_ No.
PLC. • Pam IF CDIPOUNO CARVATURE
LP. DRDL PIPE TAD' RADIAL
C/D
Pt.
CONCRETE 1ILOCK
• POD(T OF CURVATURE
DAB.
BDIONCHKARK ASE HEIKI/fi
2. LNESS EMBOSSED WWII SURVEYOR'S SEAL. THIS SURVEY IS NOT VALO AND IS PRESENTED FOR WORM47X WIL PURPOSES ONLY.
__
PLOT PLAN 06-16- T 7
2362-17
I tRd µR, . 1[H-RADIAL
PR''' ` PMNT OF YOUNG
P.T.
• PORT Or TA E11CY
WO
. NAIL L DESK
D. THIS SURVEY WAS PRL7AVRED FROM TIRE MDRU47M FURNISHED TO TIRE SURVEYOR. THERE MAY BE OTHER RESTRICOQVS
• CONCRETE 1®NAIENT PDt. KENT OF CONIONCEENT
4? Lot . I/2• LR../RB 4596 PRJL . PERIIANEHT REFERFHCE 104AENT
DEM
R
DEMRIPT7W
RAD'DIS
RN
ESNT.
RITM�-MAY
6ASLNIENT
OR EASEMENTS THAT AFFECT IIN.S PROPERTY.
4. NO UNDERGROUND WPROVEMEHTS HAVE BEEEi! LOCATED UNLESS O7HERN7SC SHOWNRECOVEK.
CAL�C CALCULATED FF. FDDS,ED FLOOR ELEVATE
L
� �' N
4
CENTERLINE
NORTH
5. INS SURVEY RS PREPARED FOR THE SOLE BENEFIT OF THOSE COMFIED 70 AND SHOULD NOT BE
. VITNESS PDDT
RELIED UPON BY ANY OTTER &/W.
THIS BUILDING/PROPERTY DOES NOT LIE WITHIN
6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD HOT BE USED TO RECONSTRUCT SOO"" UN£S
CERTIFIED BY.• *
FLOOD PWJE AS PER FIRM'
7. BEARINGS, ARE EASED ASSUMED DATUM AND ON THE LIE SHOWN AS 845E BEARING (&a)
µ -
THE MABLGHED
100
YEAR
B. aSATIONS, LF SHOWN, ARE BASED ON N471ONAL GEODETIC VERTICk DATUM OF 1929, UMESS OTHERWISE NOTED.
TOM X. G'RUSENM R.LS. k 4714 JAMES W. SCOTT, R.LS
480E ZONE X
MAP d 12117C 0055 F
P. CERRF1C47E OF AUTHDRMATION Na 4598.