HomeMy WebLinkAbout305 Big Spring Terr 17-1305; SCREEN INSERTI EIVE
MAY - 4 70V
y_
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / -7" 13 01_1s
Documented Construction Value: $ 895,00
Job Address: 305 BIG SPRING TER SANFORD, FL 32771 Historic District: Yes No
Parcel ID: 27-19-30-5TU-0000-1460 Residential 0 Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
ption of Work:
Plan Review Contact Person:
Phone: Fax: Email:
Property Owner Information
Title:
Name SARA AVILES Phone:
Street: - 305 BI SPRINGqPRINGTER SANFORD, FL 32771 Resident of property? : No City,
State Zip: SANFORD FL-32771 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:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: 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: 511 Edition (2014) Florida Building Code Permit
Application 1 Revised: June 30, 2015
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.
ljakw Gt--'L 6. q.2- /--? Z24 - r, ?'
0
Signature of Owner/A1,gen, Date 4ffig/1atu>V6fiContractor/Agent Date
SCWG L)r ' ag. Jose Julio Da Silva
Print Owner/Age's Named Print Cyr ctor/Agent's Name
MOM
KEITH EUGENE MMS
MV 00MMISSION 0 FF20 1
WIRES February 24, 2M
Owner/Agen11-
Produced IeN
D
Type of ID 14
1 a- R- q(?--69T-0 Si
atureofNotary- F Date 0.
KNsPAOLA A. VELAZaUEZ MY
COMMISSION 4 FF 094063 EXPIRES:
February 19, 2010 UAPt
Sonded Tbru Notary Pubic Under* t m 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. UTILITIES: COMMENTS:
ENGINEERING:
o.
131:
1 i Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
SF !' "t'17 Revised:
June 30, 2015 Permit Application
4/24/2017 SCPA Parcel View: 28-19-30-526-0000-1880
Property Record Card
David Jutmsat.CIA
Parcel: 28-19-30-526-0000-1880P
Owner: AVILES SARA V
c~
Property Address: 305 BIG SPRING TER SANFORD, FL 32771
Parcel Information Value Summary
r--
Parcel 28-19-30-526-0000-1880
Owner AVILES SARA V
Property Address 305 BIG SPRING TER SANFORD, FL 32771
Mailing 305 BIG TREE TER SANFORD, FL 32771
Subdivision Name THORNBROOKE PHASE 3
Tax District S1-SANFORD
DOR Use Code 0005-PUD UNDER DEVELOPMENT
Exemptions
120
t
d' o
120 Seminole County GIS
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 45,000 48,000
Land Value Ag y
Just/Market Value 45,000 i $48,000
Portability Adj
Save Our Homes Adj 0 $0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 45,000 48,000
Tax Amount without SOH: $962.00
2016 Tax Bill Amount $962.00
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 188
THORNBROOKE PHASE 3
PB 80 PGS 1 & 2
Taxes w -
http://parceidetaii.scpafl.org/ParcelDetailinfo.aspx?PID=28193052600001880 1/2
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WED POR CODE COMPUANCI
PLANS EMMINER
s 1-1
DATE
SANFORD BU1LD1NG DIVI
PERMIT ISSUED SHALL BE CONSTRUE
ENSE TO PROCEED WITH THE WORK P
AUTHORITY TO VIOLATE, CANCEL, ALTE
IDE ANY OF THE PROVISIONS OF THE'
DES, NOR SHALL ISSUANCE OF A PERP
THE BUILDING OFFICIAL FROM THER
EQUIRING A CORRECTION OF ERROR:
CONSTRUCTION OR VIOLATIONS OF I mto
RECORD COPY
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PIA
17 - 1 305
n Contractor Name and Address Project Name and Address Subdivision
CD
Sara Aviles & Moss Park
Marlyn Lugo
These plans are in compliance with the 5th edition, LVER
2014 Florida Building Code, and the Aluminum LOT 188 Date
Association of Florida Standards 1710 Premier Row, Orlando, FL 32809 gSpring305Big 3/22/2017
Office: (407) 363-9800 Terrance
Fax: (407) 985-2815 Sanford, FL scale
Email: SilverTrend@cfi.rr.com F132771 nIINISRR.,; N(ITFn
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS
Chapter 3/Screen Walls & Balconies
Homeowner:
Sara Aviles & Marlyn Lugo
Designer:
Alexander Medina
Site Address: 305 Big Spring Terrance Sandford, Fl.32771
Builder: Silver Trend Inc Date: 4 26 2017
Overall Dimensions: Length:
15-$ (
ft) Width (ft)
Structure is attaching to: conc block
Height @ Attachment: $._2.. (ft) Attaching to: Concrete Lumber Other.
Overall Height $._4.. (ft)
Wails Supporting Guard Rail
A) Select Girt : (Table 301_page )
Load Width: Span
B) Select Column: (Table 302_ page )
Load Width: Span
Walls Not Supportin4 Roof or Guard Rail
A) Select Girt : (Table 302_page )
Load Width: 6'-4" Span 7._0.. Select 2x2
B) Select Column: (Table 302_page )
Load Width: 6'-4" Span 8'_2.. Select 2x3
AAF Guide as Referenced by:
F.B.C. B 2002.4.1 &
F.B.C. R 301.2.1.1.1
Ultimate Wind Speed 130 mph
Nominal Wind Speed mph
Exposure: 0 B C D
Chapter 3 - Screened Walls & Balconies- Exposure B
Q0
0JLL
LL O
z Allowable Spans for Posts in Screen Wags Mot Supporting Roofs; O
z
E
J
Q
0
z
O
f
z
3
The number m parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2
S
O
3
a
z
O
O
z
w
U
0
O
a
W
wm
O
O
z
0
NThe number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition 2
l
o
a
Ou
O
LPa=ge3B 11 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1
AND, Table 302c
AdbwabAe Spans for Carts ar Screen Wags Ab! Supportbrg Rai&ng/GZards (For Carts Supporting Railing/Cards use Table 301)
RESIDEIYrIAI. COMMERCIAL] For Wind Zone 130 mph Exposure Category B
For Screen Mesh: 18/14 Windload Desi n Pressure: 12.1
Allo . 6005T5 6061T6 Post S ci Load Width
Extrusion/Section 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" T-6"
2X2X.046" Hollow 6'-it'(1) 6'-8"(1) 6'-6'(1) 6'-3"(1) 5'-11"(i)
3X2X.050 Hollow T-6"(1)0"(1) 6'-8"(1) 6'-4"(i)-1"(1)-9"(1)5'-6'(1) 5'-4"(1)
2X2X.046" Self -Mating Snap T-7"(1)73"(1) 7'-0"(1)6'-7'(1) 6'-5'(i) 6'-3'(1) 6'-0'(1) 181-011(1)
2X3X050" Hollow 9'-6"(1) 9'-2"(1) 8'-10"(1) 8'-6"(1)8'-1"(1) T-30"(1) T-6`(I) T-3"(1)
2X3X.046" Self -Mating Snap 10'-4"(l) 9'-11"(1) 9'-7"(1) 9'-4"(i) 9'-i"(1) 8'-10"(1) 8'-7"(1) 8'-3"(1)
2X4X.050" Hollow 12'-1"(1)11'-5"(i) 10'-10"(1) 10'-4'(1) 9'-10"(i) 9'-6"(1) 9-2"(1) 8'-10"(1)
2X4X.050" Self -Mating Snap 13'-1"(1) 12'-7"(1) 12'-1'(1) il'-T'(1) 10'-7"(1) 30'-3"(1) 9'-11"(1) 9'-T'(1)
2X4 Self -Mating Beam 10'-4'(1) 9'-10"(1) 9'-4'(1) 8'-11"(1) 8'-T'(1) 8'-4"{1) 8'-0"(1) T-9"(1)
2X55e1f-Mating Beam 13'-10"(1) 13'-1"(1) 12'-5"(i) 11'-10"(1) 11'-4"(1) 10'-10"(1) 10'-6"(1) 10'-1"(1) 9'-10"(1)
2X6 Self -Mating Beam 15'-6"(i) 14'-7"(1) 13'-10"(1) 13'-3"(1) 12'-8"(1) 12'-2"(1) 11'-9"(1) 11'-4"(2) 10'-11"(2)
2X7 Self -Mating Beam 17'-i'(i) 16'-7'(1) 14'-11"(i) 14'-4"(2) 13'-9"(2) 13'-3"(2) 12'-10"(2) 12'-5"(2)
2X8 Self-Ma
Allowable Spans for Posts in Screen Wags Not Supporting Roofs; AND, Table 302d
AQowable Spans for Carts do Screen Wads Abt Supportbrg Reding/C3rards (For Guts Supporting Railing/Guards use Table 301)
RESIDENFLIL OR COMMERCIAL] For Wind Zone 140 mph Exposure Category BForScreenMesh: 18/14 Wlndload Desi n Pressure: 14.3
Ail : 600575 6061T6 Post S can LAad Width
Extrusion /Sectlon 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" T-0" 7'-6" 8'-0"
2X2X.046" Hollow 6'-7"(1) 6'-4"(1) 6'-1"(1) 5'-9"(1) 5'-6"(1) 5'-4"(1) 5'-1"(1) 4'-11"(1)
3X2X.050 Hollow * 6'•10"(1) 6'-6"(1) 6'-2"(1) 5'-10"(i) 5'-7"(1) 5'-5"(1) 5'-2"(1) 5'-0"(1)
2X2X.046° Self -Mating Snap 7-2'(1) 6'-it"(1) 6'-8"(1) 6'-5"(1) 6'-2'(1) 5'-11"(1) 5'-9"(1) 5'-6"(1)
2X3X.050" Hollow 8'-it"(1) 8'-7"(1) 8'-2"(1) 7'-9"(1) T-5"(1) 7'-2"(1) 6'-8"(1)
2X3X.046" Self -Mating Snap 9'-9"(1) 9'-5"(1) 9'-1"(1) 8'-10"(1) 8'-6"(1) 8'-2"(1) T-10"(1) T-7"(1) T-4"(i)
2X4X.050" Hollow 10'-6"(1) 91-11"(1) 9'-6"(1) 9'-1"(1) 8'-8"(1) 8'-5''(1) 8'-1"(1) T-10"(1)
2X4X.050" Self -Mating Snap 12'-5"(1) 11'-9"(1) 10'-7'(1) 30'-2"(1) 9'-9"(1) 9'-5"(1) 9'-1"(1) 8'-10"(2)
2X45e1f-Mating Beam 10'-1"(1) 9'-6"(1) 9'-0"(1) 8'-7"(1) 8'-3"(1) 7'-7"(1) 7-4"(1) 7'-2"(1)
2X55e1f-Mating Beam 12'-9"(1) 11'-5"(1)9'-7"(1) 8'-11'(2)
2X6 Self -Mating Beam 14'-3"(i) 13'-5"(1) 12'-9"(1) 12'-2"(1) 11'-8"(1) 11'-2"(2) 10'-9'(2) 30'-5'(2) 10'-1"(2)
2X7 Self -Mating Beam 16'-1"(1) 15'-2"(1) 14'-5"(2) 13'-9"(2) 13'-2"(2) 12'-8"(2) 12'-2"(2) 11'-9"(2) 11'-5"(2)
2X8 Self -Mating Beam 26'-8"(2) 25'-8"(2) 24'-9"(2) 23'-9"(2) 22'-9"(2) 21'-10"(2) 21'-1"(2) 20'-4" 2) 19'-8"(2)
COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
SIZE VARIES
C6
C8 POST SPACING
C / 3 3 REFER TO TABLE 304.r , ,
HOSTSTRUCTURE HOST STRUCTUREr /j f/ //i / //1/•'/,
D
3 1" X 2" VERTICAL @ POST/COLUMN Luj
Lnz // PERIMETER (TYPICAL) 1" X 2" OB PERIMETER ® SELECT PER TABLE 304 , w
3 / / BY WINO ZONE „ w
0 34 C3 CHAIR RAIL (GIRT) /i w S Lz ' G OESiGNEO USING TABLE 301 i , _
OR 304 BY WIND ZONE `^
11
a
m
3
KICKPLATE RAIL (GIRT)
DESIGNED USING TABLE 301 '^ `^
OR 304 BY WIND ZONE r f , 20
co
r H/ / / /r// // r`iiii s•ii: rrr/ri/ /r/ / /1/r/ r/r/"// /,r /rr ///ir// isr/i /r//f/r i/i / /•i"/ !'r / r) /r / /// V!/
0 rOPTIONAL
KICKPLATE HEIGHTVARIES "'f 'r; : ; ; /, ; i ::: ; : ;OPTIONAL KIC HEIGHT z D /
M/
F/06UNDTION'/FOUNDATjION V) C3
C7 C3 3
3
3 N O
rO
m
0.
SCREENWALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) 0 N
I0
Chapter 3 - Screened Walls & Balconies.
1 X 2 OB @ PERIMETER Y II
FER TO NOTE # 1 - THI Si
II , II
II i
i II
1 II
I ( it X 1" X 1/16" ANGLES 2" LqN
8 X 1/2" LONG S.M.S. i T
TYPICAL EACH SIDE, TOP
NOSE STA. CTUgE ELEMENTS
CONNECTION WITH EXPOSED FASTENERS
X 2 OB @ PERIMETERII
REFER TO NOTE # i - TH S
i 10 S.M.S. FROM 11 MO
FACE OF i X 2 OB I t
SCREW SPLINES OF I X,
I
I- EMBEDMENT MINI
Iggo
FT
REFER TO NOTE
1 - THIS SHEET
11I
1106T S1RUC7URE f-LEM NT
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1X2 TO 1X2 CON
PICKET FASTENING: # 10 SMS BY 1- EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, 1 EACH END FOR V4" PICKET.
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, V4" SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
m
NOTE #I: USE 1/4"0 X 3" LONG LAGS INTO
WOOD HOST AND N4-0 X 21.4- LONG
CONCRETE SCREWS INTO CONCRETE OR
MASONRY CONSTRUCTION (1" EMBEDMENT
TYPICAL)/ SPACING 24" O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-71fr (Max) O.C.
OR, IYi" SQUARE (ISN# 13)
AT 45/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
1' X 1" GUARDRAIL PICKETS
FASTENED TOP AND BOTTOM W/ 2
EACH #10 S.M.S. 1" EMBEDMENT
NOTE #2: IN SCREEN WALLS
WITHOUT GUARDRAILS, PICKETS
NOT PRESENT. ALL OTHER
ATTRIBUTES OF DETAILS APPLY.
C3
3
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
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Chapter 3 - Screened Walls & Balconies
1 X 2 OB @ PERIMETER FASTEN PER NOTE #1
1" X I- X 1/16" ANGLES 2- LONG WITH 2- #8 X 1/2" LONG
S.M,S. AT EACH LEG (TYPICAL TOP & BOTTOM)
SELF -MATING HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
PICKETS MAY BE 1" SQUARE
ISN# 5) AT 4-7/8" (Max) O.C.
OR, VV SQUARE (ISN# 13)'
AT 4-5/8" (MAX) D.C. (SEE
FASTENING NOTE BELOW)
141
CONNECTION W/EXPOSED FASTENERS
1 X 2`OB @ PERIMETER FASTEN PER NOTE #1
4 - # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW
SPLINES OF GIRT (I- EMBEDMENT MINIMUM)
SELF -MATING HORIZONTAL (GIRT)
TYPICALLY HOLLOW SECTION W/O GUARDRAIL)
NOTE #2: IN SCREEN
WALLS 'WITHOUT
GUARDRAILS, PICKETS
NOT PRESENT. ALL
OTHER ATTRIBUTES OF
DETAILS APPLY.
I I I I PICKETS MAY BE 1" SQUARE
ISN# S) AT 4-7/8" (Max) O.C.
OR, V.- SQUARE (ISN# 13)
AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW)
CONNECTION W/CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
PICKET FASTENING: #10 SMS BY 1- EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1- PICKET, i EACH END FOR 3A" PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 3 - Screened Walls & Balconies
HOLLOW UPRIGHT ® A
1- X 1" X 1/8" ANGLES 2" LONG WITH 1" X 2-1/4" X 1/8"
2 - #10 X 1/2" LONG S.M.S. AT EACH LEG RECEIVING CHANNEL -
1
TYPICAL EACH SIDE, TOP & BOTTOM) p
z
GIRT OR CHAIR RAILZ / F
i z
JQ
W
F
I I 0
I I I PICKETS MAY BE I SQUARE (ISN# 5) I I ( Oz
I AT 4-7/8" (Max) O.C. OR, 44" SQUARE I'I
I I (
ISN# 13) AT 4-5/8" (MAX) O.C. (SEE
FASTENING NOTE BELOW) Wa
4-7/8" O.C.z
NOTE: IN SCREEN WALLS
CONNECTION W/ EXPOSED FASTENERS WITHOUT GUARDRAILS, PICKETS 3NOTPRESENT. ALL OTHER W
ATTRIBUTES OF DETAILS APPLY. F
5
0
4 - # 10 S.MS. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW SELF MATING POST 3
GIRT (1-1/2" EMBEDMENT MINIMUM).
a
z
GIRT OR CHAIR RAIL
ui
x
3
z
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0
aW
I m
I I PICKETS MAY BE I" SQUARE (ISN# 5)
I AT 4-7/8" (Max) O.C. OR, -%" SQUARE I I I(
I
O
I (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE z
FASTENING NOTE BELOW) I I o
0
N
CONNECTION W/ CONCEALED FASTENERS
c
PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS C5
O
3 0
PICKET FASTENING: # 10 SMS BY 1' EMBEDMENT
INTO PICKET SCREW SLOT(S), 2 EACH END FOR
1" PICKET, I EACH END FOR 3A- PICKET.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
j
Chapter 3 - Screened Walls & Balconies
1" X I- X 1/16" ANGLES 2" LONG WITH
2-#8 X 1/2" LONG S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTTOM)
REFER TO NOTE #1 - THIS SHEET
NOTE .# 1: USE 3/8" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 3/8" 0 X 2Y4"LONG CONCRETE
1 X 2 OB,@ PERIMETER SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION
1" EMBEDMENT TYPICAL) SPACING 24".O.C. AND WITHIN
4" OF EACH PERPENDICULAR MEMBER
CONNECTION WITH EXPOSED FASTENERS
REFER TO NOTE #1 - THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF
L-- 1 X 2 OB INTO SCREW SPLINES OF 1
X 2 OB (1" EMBEDMENT MINIMUM.)
REFER TO NOTE # I - THIS SHEET
I X 2 08 @ PERIMETER
PARTIAL ELEVATIONS 11X2 TO t X2 MNNFC'TTnNC
Page 3 - 9. 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
DESCRIPTION AS FURNISHED: Lot 188, THORNBROOKE PHASE 3, as recorded in Plat Book 80, Pages
1 thru 2, Public Records of Seminole County, Florida.
PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc.
FLORIDA LAND & COLONIZ4110N COMPANY
LIMITED W. BEARDALL'S MAP OF ST. JOSEPHS
PLAT BOOK 1, PAGE 114)
N 00009'24" W
40.00'
40.00'
10' LANDSCAPE WALL.
do IFENCEESMT. 6•
1380'- LOT 188 19.80'
5.14'
3.0'xJ.O' < R 5.14'
AC (2-TYP.)
5.00' 0,
14.J 15.7
yk a ai of
5.00' 14 ZONING DATE"
8' RECESS FOR
POCKET SLIDER 0,
I +
o ,y-ttA—oal cc reek
i ser s e k s -h r`
kt f
PROPOSED RESIDENCE
R MODEL: DARLINGTON-
Cp CLASSIC-C CO
C 2 CAR GARAGE LEFT M
LOT 187 O O O LOT 189
O O `
CO O
Lj 5.00, En
ENTRY
0
of
5.00'
21.3'
16'
25
1
20 tVE F .20'
1
10' U77L. ESMT. 9g
5' CONC. WALK
00009 wT N TAR TIO :
LOT
40.0.0. 1,4677 so:FT:
GARAGE - 455 SOFT.
ENTRY - 71 SOFT.
LANAI - 139 SQ.FT.
BIG SPRING TERRACE BREEZEWAY- N/A SOFT.
DRIVEWAY - 403 SOFT.
50' RIW) TRACT A A/C PAD - 18 SQ.FT.
WALKWAY - 70 SQ.FT.
IMPERVIOUS - 54.6 X
2,623 SQ.FT.
S00 7 SO.FT. LOT AIrOR/W = 440 SQ.FT.
APRON - 110 SOFT.
PROPOSED - FINISHED SPOT GRADE ELEVATION BUILDING SET13wcKs: PLOT PLAN ONLY" SIDEWALK - 200 SOFT,
PER DRAINAGE PLANS FRONT - 25' NOT A SURVEY)
so0 - 13 SQ.FT.
PROPOSED DRAINAGE FLOW
REAR - 15
SIDE - 5.0'
PROPOSED INFORMATION SHOWN AREA - 5,240 SQ.FT.
LOT GRADING TYPE A SIDE CORNER - 10'
BASED ON SUPPLIED PLAN
AND/OR INSTRUCTIONS PER
DRWEWAY - 513 SO.FT.
SIDEWALK - 270 SOFT.
PROPOSED F.F. PER PLANS - 26.3' CLIENT NOT FIELD VERIFIED SOD2 J07 SOFT.
GRUSE'NMEYETR-SCOTT & ASSOC., INC. — LAND SURVEYORS
LEGEND
5400 E. COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436
P PLATDrII1. Pal. ml LucrWpPOImTV. TYPD7IL NNED
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PAZ • POINT W RLVERX CURVATURE
ZA • FMTT W C"OUND CURVATURE 1. THE INDERS0W DOES HOMW COMFY 7TAAT INK SURVEY M M THE MONAW TEC 00M STANOAROS SET FORTH BY
THE FLORET/ SOW OF PRMS90W LAND SURVEYM N ONAPIER 51-17 OF THE FLORA ADMM MTW CODE. CA CONCRETE MOKAE71T SET
LR. • VY' IA Pf" 45% RM •
RUM Na .
NOM-AWAL 2 UNLESS DAM= WM StRKI " SEH. OWN SLUM 13 NOT WLV AND 8 PRESF M FOR NiORMA"ML PH wsa ONLY. REC.
RECUVERER PD1 .
rw DP RECOMMO WP,
WITNESS PODR CALL. •
CALCULATED J. IM SU V WAS PI OWO FROM VW Yf4RM4110N RWMM TO THE SURVEYOR THERE ANY BE OTHER RESTRICTIOM OR
FA501ENTS HNT AFFECT DO PROPERLY. PDA:, POOR or CD NDCCN it .
CENTERLDL 1
PAAL • PERMANENT REFOtOtCE IpADR]R FF. .
FOdSHEO FLOOR n"ATION 4. No ZR DIRAO A tOVOf m NAVE BEEN LOCATED UNLESS ORR' NWE SHOWN. tw .
MR i DEAL A. • DULLO:O SETMCK L.09 1A
KNC Nc S.
THIS SURVEY IS PREPARED FOR THE SOLE BOAEF'R OF THOSE CERIM M AND 9MW NOT BE RELM UPON BY ANY OTHER ENTTY. R.
1w ESNT.Mi WAY DUE
WA S. 3 SIMN FOR THE LOMM Or BO+ROVENDAS NERM SRO= NOT BE USED TO RECONSTRUW BOUMw UNES DRMIL .
DRAONOE 7. BfARIAYIS ARE 84SED ASSWED WIN AND ON THE LOW SHOWN AS BASE BFARNO (BB.) UTR.. •
UTILITY FENCE
CK%NWOOD 0.
E7EYA71"M P S RAft ARE BASED ON FW10FIa OEOOETNC VERTICAL DATUM of TONS. UNLESS on4RNlSE NOTED. B.
CFRTMATE OF AVDIORMAMN No. 4M WMFENINKCEWDFC. • WOOD FENCE P.
C.R CUR A7URtC SCALE
I' - 20'— DRAWN Or u• P.
T. POUR K TANGMY DESC. •
DEsewila CERi1FlED BY. 047E _ _ ORDER No._._..... R
RADRA ARCLEMaTM
a - Rp.tn PLOT
PLAN 06-21-16 2105-18 O •
CICRD Ct •
CHORD KAM NORTH
TNIS
SWUNNO/PROPERLY DOMNOT UE NTTHRd THE
ESTABLISHED 100 YEAR FLOW PLANE AS PER 'FIRM' TOM EN R.L.S. 1 4714 ZONE ?
C MAP / 12117C 0055 F. TAMES W SCOTT. ILLS 1 4801
REQUIRED INSPECTION SEQUENCE
BUILID.ING PER.M..IT
Min Max Inspection Descri do n
Footer / Setback
Stemwall
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 Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: 2,oS
El:iCTRICA;L -P E'ILMiT Min
Max Ins ection Descrll tIl®ffi Electric
Underground Footer /
Slab Steel Bond Electric
Rough T.
U.G. Pre -
Power Final Electric
Final 0'
r Max
Inspection Description MinPlumbing
Underground Plumbing
Sewer Plumbing
Tub Set Plumbing
Final MECHANICAL
0-ftRMtT, Minn
Max inspection Descri tion Mechanical
lough Mechanical
Final Mi,
n Max Inslpectio n Descri t! Gas
Underground Gas
Rough Gas
Final REVISED:
June 2014