HomeMy WebLinkAbout383 Misty Grove Lnri
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BUILDING & FIRE PREVENTION
MAR a 5 2018 PERMIT APPLICATION
- - —� Application No: -
U
Documented Construction Value: $ 776.00
Job Address: 383 MISTY GROVE LN SANFORD, FL 32771 Historic District: Yes ❑ No ❑
Parcel ID: 27-19-30-506-0000-1980 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: ern ily.silvertrendagmail. corn
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
Architect/Engineer 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code G1\
Revised: June 30, 2015 Permit Application
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.
It-44 3��1,
— Z.4zo S&e of 01jeLgent Date
Jose Julio Da Silva
Print Owner/Agent's Name
Signature
Owner/Agent is
Produced ID
a// k
MY COMMISSION # Fc 2019
EXPIRES: August 5,
Bonded Thru Noiary Public
Personally Known to Me or
Type of ID
i re o actor/Agent Date
Jose Julio Da Silva
Print Contractor/Agent's Name
3 �g
Signature o��otary-Stye of Morida Date
FPersonBally
ARYSSOL FAQUINI LIE
COMMISSION # FF 907001
PIRES: August 5, 2019
d Thru Netary Public Underwriters
Contractor/Agent is 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: S (S UTILITIES:
COMMENTS:
ENGINEERING:
l 1"
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: scq-11.18S
Revised: June 30, 2015 Permit Application
REQUMED INSPECTION* SEQUENCE.
]Bpff- a - I 199,
ummm PERM.-F
R; 1-m- max frasgection Dese 116n . ......
Footer I Setback
Remwall
'Foundation / Form Board..*Survey
Slab /*Mono Slab. Pkepour
Lintel / Tie- Beam / Fill Down Cell H
I Sh-eathffig— Walls.
Sheathing— Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Shectrock
Lath inspecti-on
Final inal Solar
Finar Roof
Final Stuccol 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)
REWSED: June 2014
Address-:
Electric. Underground
I Footer /' Slab Steel Bond
[Electric Rough
T.U.G.
Pre -Power Final
Electric Final
cdon Des IM
Plumbing Underground
Plumbing Sewer
Plumbing Tub. Set
Plumbing Final
MEMO
e,
21
Max.
Inspection Desch
Mechanical Rough
Mechanical Final
min max
rmq a tion. Descrl2don
Gas Undera-r-l-l-mri:
Gas Rough
Gas. Final
2/28/2018
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Parcel Information
SCPA Parcel View: 27-19-30-506-0000-1980
Property Record Card
Parcel: 27-19-30-506-0000-1980
Property Address: 383 MISTY GROVE LN SANFORD, FL 32771
Parcel
27-19-30-506-0000-1980 —
Owner
TAYLOR MORRISON OF FL INC
383 MISTY GROVE LN SANFORD, FL 32771
Property Address
Mailing
151 SOUTHALL LN STE 200 MAITLAND, FL 32751
THORNBROOKE PHASE 5
Subdivision Name
Tax District
S1-SANFORD
00-VACANT RESIDENTIAL
DOR Use Code
Exemptions
N
22
N
22
N
22
22.33
+ 2.33
IV
,� 95 95
n
- 0
0
0
c0
(0
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-'
0
co
Co
N 196 95
N
N 95
N
W 197
W
TRACT D
Seminole County GIS
Legal Description
LOT 198
THORNBROOKE PHASE 5
PB 81 PGS 68 & 69
Taxes
Value Summary
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
Just/Market Value "
$34,000
$18,300
Portability Adj
Save Our Homes Adj
$0
$0
Amendment 1 Adj
$0
$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
Exempt Values
Taxable Value
County General Fund
$34,000
$0 i
$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 Page Amount Qualified Vac/Imp
No Sales
Find Ccmpnrablo Sales
Land
Method Frontage Depth Units Units Pnce — Land Value
LOT 1 _ — $34,000.00 $34,000
Building Information
Permits
Permit # Description — Agency Amount CO Date I Permit Date J
it
http://parceidetail.scpafl.org/ParcelDetailInfo.aspx?PID=271 93050600001980 1 /2
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REVIEWED POR CODE COMPLIANCE
—W-
PLANE EXAMINER
_ 14-I1..1%
DATE
SANFORD all -IL -DING 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 subtlivision
m
Thombrooke
These plans are in compliance with the 6th edition,
TAYLOR MORRISON
2017 Florida Building Code, and the Aluminum
Date
LOT 000198
Association of Florida Standards
1710 Premier Row, Orlando, FL 32809
03/01/2018
383 Misty Groove Ln.
Office: (407) 363-9800
Scale
Fax: (407) 985-2815
Sanford, FL
Email: SilverTrend@cfi.rr.com
32771 UNLESS NOTED
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 /
6-
CERTIFIED TO:
cp
Taylor Morrison of Florida;
Inc.
w
pF�•
t�
0
*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
Z
*NOTE• PAVER REMS ARE NOT
O
N
INCLUDED IN IMPERVIOUS AREA
LOT = 2,121
SQ.FT.
LIVING = 770
SQ.FT.
GARAGE = 458
SQ.FT
*PAVER ENTRY = 9
SQ.FT.
LANAI = 93
SQ.FT.
BREEZEWAY= N/A
SOFT.
*PAVER DRIVEWAY= 400 SOFT.
A/C PAD = 9
SQ.FT
*PAVER WALKWAY = 6
SO.Fr,
IMPERVIOUS= 62.7
%
= 1,330
SQ.FT.
SOD = 7
SQ.FT.
O EA CALCU
TI NS:
R/W - 179
SQ.FT.
APRON = 51
SQ.FT.
SIDEWALK = 112
SQ.FT.
SOD 16
SQ.FT.
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ON-
LINE
TRACT D
(LANDSCAPE/OPEN SPACE/SIGNAGE/WALL; FENCE/UTILITIES)
N 89*57'49" E
00 001 99 nn' 99 nn' 92 nn' 22 .R.q'
f 0.00'
10.00"
10.00'
10.00'
10.00"
LOT 202 AC
AC LOT 201
LOT 200 AC
LOT 199 AC
AC LOT 198
ON
ON
1NE
7.2' 20.0
16.8
4.8
16.8
20.0' 7.2'
LINE
LANAI
L4P141 o
LANAI
.
o �c o
pli r j
Id
34.3'
17.2'
o
"� S
:5
ON
7.2'
ON
JNE
7.2
LINE
^ PAVER
ENTRY
ENTRY 2.0
M w
w
w
w
v
PROPOSED •
PROPOSED
PROPOSED •
^
PROPOSED ^
PROPOSED
2.0
2.0' ATTACHED
ATTACHED
ATTACHED
ATTACHED
ATTACHED
o
RESIDENCE iy
o RESIDENCE �v
o RESIDENCE �4
o RESIDENCE iv
RESIDENCE
DO0'
o�
F.F.E.=25.9'
In WILLOW
REDWOOD
BIRCH
REDWOOD
WILLOW n
all
4
PAVER
PAVER
TRY
15.7'
6. " ENTRY
3.7 �i
b b
PAVER Mi 12.3' �i
3.7'
0
n
ENTRY o 9'
o
34.7'
v
9'
10.7' w
•r
9'
34.7'
16'
16'
PAVER
PAVER PAVER
PAVER
PAVER DRIVE
P VER PAVER
PAVER
DRIVE
DRIVE WALK
WALK
WALK DRIVE
DRIVE
25.00'
25.00'
29.00'
25.00'
25.00'
- -
- - -
- - - -
- - -
TIL. UESMT.
10
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0�
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0 w�L`•z,d.31j zz. UU zz. UU zz. UU '" wAiii�• ,c,c. �.�
WAL A _ ..... _ ........ 7T .... CURB CUR6
AREA = 2,300 SOFT. (B•B•) S 89057' 49 W
DRIVEWAY = 451 SQ.FT.
SIDEWALK = 118 SOFT. MISTY GROVE LANE (40' R/W)
SOD = 392 SQ.FT.
GRUSIEiVff.41Y-R-SICOTT & ASSOC., INC' - LAND
W LINE DNAGE p • DELTA NOTM
W
U)
5�°
F,��OQO PROPOSED = FINSHED SPOT GRADE ELEVATIONS
QQ PER DRAINAGE PLANS
LOT 199, 201
*NOTE. PAVER ITEMS ARE NOT
INCLUDED IN IMPERVIOUS AREA
LOT = 2,090 SQ.FT.
LIVING = 894 SQ.FT.
GARAGE = 249 SQ.Fi.
*PAVER ENTRY = 36 SQ.FT.
LANAI = 102 SQ.FT.
BREEZEWAY= NIA SQ.FT.
4
*PAVER DRIVEW Y- 225 SQ.FT
ti
A/C PAD - 9 SO.FT.
*PAVER WALKWAY = 48 SQ.FT.
IMPERVIOUS= 60.0 x
= 1,254 SQ.FT.
SOD = 527 SQ.FT.
OFF LOT AREA CULATIONS:
R/W = 176 SQ.FT.
APRON = 30 SQ.FT.
SIDEWALK = 110 SQ.FT.
mn = TR so FT
nrccA = z,zoo ov.rN.
DRIVEWAY = 255 SQ.FT.
SIDEWALK = 158 SOFT.
cnn = SRT sn_FT
LOT 200
*NOTE: PAVER ITEMS ARE NOT
NCLUDED IN IMPERVIOUS AREA
ON
LINE
LOT = Z090 SQ.FT.
LIVING - 624 SQ.FT.
GARAGE - 259 SQ.FT.
*PAVER ENTRY = 68 SO.FT.
LANAI = 102 SOFT.
*PAVER DRIVEWAY=261 SQ.FT.
DRIVEWAY - 267 SO.FT.
A/C PAD = 9 SOFT.
*PAVER WALKWAY = 25 SQ.FT,
IMPERVIOUS= 57.1 %
= 1,194 SQ.FT.
SOD = 542 SQ.FT
A P C.
4- - - -
OFF LOT AREA N NS:
R/W - 176 SOFT.
100.14'
APRON = 30 SQ.FT.
SIDEWALK = 110 SQ.FT.
SoD = 18 SOFT.
ANTCA = Z,ZOO w.r I.
DRIVEWAY = 291 SOFT.
TRACT A
SOD = s 8 SO.FFT.
C
LONIAL DR
07
21436
,S UR VEYO�IJ
(4 7 27703232
FAX (407)-G58
SQUE � 1• _ 20'- N
DRAWN 9Y.' A
FUXT SSL BW.DINGG SETBACK LINE C . ppLD
LEGEND PTY�P. = TYPICAL �� = EVLBI Ln« FE110E 1. THE UNDERSM.NED ODES HEREBY CEIWIFY THAT THIS SURVEY MEETS THE MINMUM TECHAWAL STANDARDS SEI FORTH BY DATE
P1LC. POINT 1£ REVERSE CURVATIBiE C • CI D BEARING 7W FLORIM 90ARD OF PROFESSI " LAND SURVEYORS IN CHAPTER SJ-17 OF THE FLORLDA ADA&ASTRATNE CODE
P PLAT
P.GC, _ ►®tT LF COIPQBND CURVA7WEC• W® FENCE ' UTILITY
PLOT PLAN 06-16-17
CITE BLOCK BM BEHCMNARK 2. UNLESS EMBOSSED WTIN SAKYORS SEAL. THIS SURVEY IS NOT YAW AND 6 PRFSENTEO FOR IyFQRW7TONA! PURPOSES ONLY.
1P. = DTDN PIPE µR, PAR RADIAL
NABIAL P.C. = PLIINi IF CURVAriRE B.B. = BASE BEARING
IR. • I'M ROD ML = POINT IF BOWNIG ►.T, = POINT LF TANGENCY !RD = NAR i DESK 3. THIS SURVEY WAS PREPARED FROM 1711E M6ORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE DINER RESIMTWNS
CAL • CWCRETE Imi1B1ENT PD.C. • POQlT fF COBEW.EEHf DE54 = DESCRIPTTW RN • RIGHT-OF-WAY DISK OR EA.SEMEJyiS THAT AFFECT THIS PROPENW.
SET iR. . VP' I.R. -/BIB 45% PRA = PF U%MaNT REFERENCE Na A NT R RADA ESHT. EASENENT 4. NO LWOERGROlNNO NIPROYEIAENIS NAVE BEFIT LOCATED UNLESS 07NER1175E SHOWN.
REC. = RECOVERED FF. • FINISHED FLUOR ELEVATION L • ARC LENGTH E CENTERLINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CD?7F" TO AND SHOULD HOT BE
CALL • CAILU-ATED WITNESS POW NORTH RELIED UPON BY ANY OTHER ENTITY
THIS BUILDING/PROPERTY DOES NOT U£ WDWN 5• � SHowN FOR THE LOCATION OF WPROVEMEHTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 80UND4R1' UNES
CERTIFIED BY: � - 7. BEARWOS, ARE BASED ASSNBD DATUM AND ON THE LINE SHOWN AS BASE BEAMNO (B.B.)
THE ESTAAUSHED 100 YEAR FLOOD PLANE AS PER 'iIRM• & ELEVATIONS IF SHOW, ARE BASED ply HATNONAL GEODETIC YIFTMAL DATUM OF 1929, WaESS OTHERWISE NOTED.
- ----
TOM ; GRUSENM �LS.. 714 hWESW. SCOTT. R.LS 4801 ZONE X MAP / 111 LTC 0055 F P. CERTIFICATE OF AUTHORIZA710N Na 4598.
ORDER Nc_
2362-17
AAF GU/DE TO ALUM/NUM 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: 383 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: 7-2 (ft) Width 13'-0" (ft)
Structure is attaching to: conc block
Height @ Attachment: 8-2 (ft) Attaching to: Concrete ✓ Lumber ✓ Other
Overall Height 8'-4.. (ft)
Wails Supporting Guard Rai/
A) Select Girt : (Table 301_page )
Load Width: Span Select
B) Select Column: (Table 302_ page )
Load Width: Span Select
Wails Not Supporting Roof or Guard Rai/
A) Select Girt : (Table 302_page )
Load Width: 13'-0" Span 7._0.. Select 2x2
B) Select Column: (Table 302_page )
Load Width: 7._2.. Span 8'-2" Select 2x3
Exposure: ❑✓ B ❑ C ❑ D
ACOPYRIGHT 2014 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
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SIZE VARIES
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a REFER To TABLE 304.
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