HomeMy WebLinkAbout2511-2561 Stockton Drf .
Permit-0 f'Is,\
Job Address: 6 — encG
Description of Work: I n'S 11
Historic District:
RECEIVED
CITY OF SANFORD PERMIT APPLICATION /'
Date: SA.n' 1`1 JAN 2 0 2006
k s 51 _ asiol S4cck_1on L;pr •
SGIrC2n 2rldos LrCV
Zoning: Value of Work: '1
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 Cale. Required)
Plumbing/ New Commercial: Al of Fixtures Al of Water & Sewer Lines Al of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential _Y Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address: yLkHf4M
Orlando. u 81 i
Contractor Name & Address:
1-31c('TrWm_1 VhA 1 . 'L::n
oof of Ownership & Legal Description)
State License Number: *-% JC .
Phone & Fax: 1 ontact Person: I I no To r r 4 Phone: y O7 A U OZ - C9 L. C1
Bonding Company:
1 S j1'I
Address:
Mortgage Lender: hIC
Address:
Architect/Engineer: nin Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to mat 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 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 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 1 will notify the owner of the property of the
Signature of Owner/Agent Date
Lien w, FS 713,
IL 19 l )
r : rent Date
Print Owner/Agent's Name Pr t Co t tor/ nWNe
Signature of Notary -State of Florida Date ign r o otary-SMalAlte My
DD191455 rp
Explres July 05, Yl)t)7 i ,
Owner/Agent is I Personcpl(y Kn.9pRktJe or Contractor/Agent is V Personally Known to Me or Produced
ID r • t ..` _ Produced ID in FeminUl, APPLICATION
APPROVED BY: Bldg: ewZoning: r t G Utilities: FD: Initial &
Da ) Initial & Date) (Initial & Date) (Initial & Date) Special
Conditions:
111897
MUTED POWER OF ATTORNEY
I hereby name and appoint e+le R. Mnsi
of Sme2 A l,'l -n i n UI,YYi to be my lawful attorney
in fact to act for me and apply to d for
a permit for work to be performed
at a location described as: Secdum Township Range Lot
37 — a Block N d (0 Subdivision 61d
6 Address
of Job) Pi,
u -knit Owner
of Property sod Address) and
to sign my name and do all thingsnccc=y to this appointment. Ecirnond )?.
aneZ, RX oosq qo0 JTMm
or Prmlt uwW,4C40W Conn= and License #) S
of Ceow C=) Acknowledged:
Sworn
to and subscribed before me this Day
of J-On A.D. 2() CP Notary
Public, State of FIM& BARBARA
J. FOUAW MY
COMMISSION A DD 336130 i•
EXPIAES; AIIg uw123, 2008 8wW
TWu N=rj P * unaernr m
U?C. 1. IUU) 1 7orivl rVL I L r1VIYIC0 f1CU119LT VMNJ irv. IJ`77 1. L
Building # 1
Lot #. Street Address Street Name
1 2011 Stockton Drive
2 2021 Stockton Drive
3 2031 Stockton Drive
4 2041 Stockton Drive
5 1 2051 Stockton Drive
6 2081 Stockton Drive
Building # 3
tot # Street Address Street Name
15 2211 Stockton Drive
16 Z221 Stockton Drive
17 2231 Stockton Drive
18 2241 Stockton Drive
19 2251 Stockton Drive
20 2261 Stockton Drive
21 2271' Stockton Drive
22 2281 Stockton Drive
Building # 5
Permit # 05-3696
Lot # Street Address Street Name
1 2411 Stockton Driv
32 2421 Stockton Driv
33 2431 Stockton Dri
34 2441 Stockton 'Dri
35 2451 Stockton Driv
36 2461 Stockton Drly
Building # 7
Permit # 06-375
Lot # Street Address Street Name
43 1111 Loyola Court
44 1121 Loyola Court
45 1131 Loyola Court
46 1141 Loyola Court
47 1 1151 Loyola Court
48 1161 Loyola Court
Building # 2
Lot 9 Street Address Stmet Name
7 2111 Stockton Drive
8 2121 Stockton Drive
9 2131 Stockton Drive
10 2141 Stockton Drive
11 2151 Stockton Drive
12 2161 Stockton Drive
13 2171 Stockton Drive
14 2181 Stockton Drive
Building # 4
Permit # 05-3510
Lot # Street Address Street Name
23 2311 Stockton Drive
24 2321 Stockton Drive
26 2331 Stockton Drive
26 2341 Stockton Drive
27 2351 Stockton Drive
28 2361 Stockton Drive
29 2371 Stockton Drive
30 2381 Sto don Drive
Bul1ding A6
Permit # 06-378
rCot #— Street Address. street—mar
f-37— 2511 - Stockton Dr
38 - - 2521 Stockton Dr
39 2531 Stockton Dr
r'40 2541 Stockton Dr
41 2551 - Stockton Dr
42 2561 Stockton -Di
Permit # 06-374
Lot # Street Address Street Name
49 1160 Lo ola Court
5o 1160 Loyola Court
51 1140 Loyola Court
52 1130 Loyola Court
53 1120 Loyola Court
54 1110 Loyola Court
SCREEN, ACRYLIC & VINYL ROOMS
INTERIOR BEAM (SEE TABLES _
3A.1.3)
H'
SECTION 3A
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE• N T S
ALUMINUM ROOF SYSTEM
PER SECTION 7 HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
RIDGE BEAM (SEE TABLES
3A.1.4)
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214358, SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 78T-4774
FAX: (388) T67-6556
PAGE
COPYRIGHT2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. 3A-1
SECTION 3A
ALTERNATE CONNECTION
DETAIL 1" x 2" WITH
3) #10 x 1-1/2' S.M.S. INTO -
SCREW BOSS
2) #10 x 1 1/2" S. M. S. INYU
SCREW BOSS
ANCHOR 1` x 2" PLATE TO
CONCRETE W/ 1/4" x 2-1/2'
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AND 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC. 6 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
SCREEN, ACRYLIC & VINYL ROOMS
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 1/2" S.M.S.
INTO SCREW BOSS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3" =1'-O"
HEADER BEAM
ANCHOR 1' x 2' CHANNEL TO
CONCRETE WITH ®® 4) #10 x 1/2" S.M.S. EACH SIDE
1/4' x 2-1/4'CONCRETE OF POST
ANCHORS WITHIN 6" OF EACH H-BAR OR GUSSET PLATE
SIDE OF EACH POST AT 24"
O.C. MAX. OR THROUGH 2" x 2` OR 2" x W OR 2` S.M.B.
ANGLE AT 24" O.C. MAX. POST
MIN. (4) #10 x 1/2" S.M.S. Q
MIN. 3-1/2' SLAB 2500 PSI EACH POST
CONC..64-1000 W.W.M. OR
FIBER MESH loon- N 1" x 2` EXTRUSION
VAPOR BARRIER UNDER • ' % .: 1-1/8' MIN. IN CONCRETE
CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3' =1'4r
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER . DEVELOPMENT CONSULTANT
P.O. BOX 2143U SOUTH DAYTONA. FL 32121
TELEPNONE: (388) 787-4774
FAX: (388) 787.OM
PAGE3A-4 I ® NDpTyTROj BE RREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3A
EDGE BEAM
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2' S.M.S. MAX. 6"
FROM EACH END OF POST
AND 24" O.C.
SCREEN, ACRYLIC & VINYL ROOMS
1"
MIN.
TERNATE CORNER DIET,
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O: BOX 214368, SOUTH DAYTONA, FL 32721
TELEPHONE: (386) 767-4774
FAX: (388) 767406
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
IDE WALL HEADER
TTACHED TO 1'x 2" OPEN
LACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" x 2-1/4"
CONCRETE/MASONRY
ANCHORS Q 6" FROM EACH
POST AND 24" O.C. MAX. AND
WALLS MIN. 1" FROM EDGE OF
CONCRETE
A.
PAGE
COPYRIGH W"
3A-6 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A
COMPOSITE ROOF PANELS:
4)1/4' x 4" LAG BOLT$ W/ RISER PANELS ATTACHED PER
1-1/4" FENDER WASHERSPER . CHAPTER 7
4'-0" PANEL ACROSS THE .
FRONT AND 24" O.G. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) #10 x 1-1/2"
S.M.S. IN SCREW BOSSES
mll
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0'
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2"x2",2"x 3"OR3"x2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2",OPEN BACK BOTTOM
RAIL
1/4' x 2-1/4" MASONRY
ANCHOR aQ 6" FROM EACH
POST AND 24' O.C. (MAX.)
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 787-4774
FAX: (388) TOT -OW
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I 3A 7
SECTION 3A SCREEN, ACRYLIC 8 VINYL ROOMS
UNIFORM LOAD
d
A B
SINGLE SPAN CANTILEVER
UNIFORM LOAD
t t
A B C
2 SPAN
UNIFORM LOAD
a.
A B
1 OR SINGLE SPAN
UNIFORM LOAD
A B C D
3 SPAN
UNIFORM LOAD
A B C D E
4 SPAN
NOTES:
1) l = Span Length
a = Overhang Length
2) All spans listed in the tables are for equally spaced distances between supports or anchor points.
3) Hollow extrusions shall not be spliced.
4) Single span beams shall only be spliced at the quarter points and splices shall be staggered.
SPAN EXAMPLES FOR SECTION 3 TABLES
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGRNEER - DEVELOPMENT CONSULTANT
P.O. BOX 2143U SOUTH DAYTONA . FL 32121
TELEPHONE: (388)TOT-47T4
FAX' (386) TOT4011
PAGE
COPYRIGHTT00
3A-8 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMIss1oN of LAWRENCE E. BENNETT, P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T•6
For 3 second wind gust at 110 MPH velocity; using design load of 11 WSFTributaryLoadWldth 'W' s Purlln Spacing r, Sections
3'-0" 1 3'.6" 1 W W 14'-6" 5'-0" 5'.6" 1 6'4" 6''6" Allowable
Height 'H' I bending'b' or deflection'd' Z-
x"L-x 2"
x2"x 3"
x 2" x 3"
x2"x 2"
x3"x 2"
x4"x 2"
x4"x 2"
x5"x 2"
x6"x 2"
x2"x 2"
x3"x 2"
x4"x 17
7'-
0" 1 7'-6" For -
3second wind gust Ions at
120
MPM velocr ; 261n8 Tribute_ Uea#%
A115
o•- ••• • ; s Purlln
Spacing 3'-0"
3'-6" 4'-0" 4'•6' 5'-0" 5'-6" 6• 6•'6" 7••0"' T 7%6" Allowable Height
H' I ben n 'b' or deflection'cr 2" x
2" x 0.044" Hollow I 8'-8" b 8'-0" b 1 71-6" b 7'-1' bli, 61-8' b L62L b 6'-1' b 5'-11" b 51-8' b b 5'-
0"
b 5'-11'
b 2" x
2" x 0.055' Hollow 9'-5" b 8'-9" b 1 8'-2' b 7'-9' b 6'-11" b 61-8' b 6'-0" b b 6'-
2'
6'-10'
b 6'-7' b 3" z
2" x 0.045" Hollow 101.5" b 9'-7' b 8'-11' b 81-6' b 8'4' b 7'-8" b 9'-2'
b 7'-4"
b 8'-9'
b 7'-1"
8'-5"
b 8'-1' b 7'-10' b 3" x
2" x 0.070" Hollow 12'-1' d 11' '3' b 10'-8- b IV-1- b 9'-7- b 9'-0'
b 9'-1" b 8'-9" b 8'-5" b 8'-2' b 2" x
3" x 0.045" Hollow 12'-10' b 11'-11' b 11'-2" b b 10%
T
b 12'-2'
b 9'-11'
b 11'-7'
b 11'-0' b 10'-7' b 10'-Z" b 9'-9' b 9'-5' b 2" x
4" x 0.050" Hollow 14'-11" b 17'-6'
b 13'-10-
b 16'3'
b 12'-11'
15'-2-
b 14'-4" b 13'-T b 12'-11' b 12'-5" b 11'-11' 2" x4" x 0.046" S.M.B. 2" 5"
0.050" S.M.B. 21W b 20'-1" b 18'-9' b 17'-9" b 16'-10" b 16'0" b W-41 b 14'-9" b 14'-2" b 13'-9" b x x2" x
6" x 0.050" S.M.B. 23'-11" b 22'-2' b 20'-9" b 19'-7" b 18-1 bj'?-j7"b16'-11'
b 16'-3- b 15'-8" b 15'-2' b 2" x
2" x 0.050" Snap 10'3' b 9'-7' b 8'-11' b a'-5' b 7'-11" b 7-0' b 9.4'
b 7'-0"
b 8'-11-
b8'-8' 6'-9'
b b 6'-
0'
jb 8'-
42" 2"
x3" x 0.045" Sna 13'-3' b 12'3' b 11'-0' b b 10'-
9'
b 13'-2'
b 10'3-
b 12'-6'
b 11 11'-5' b 10'-11' b 10'-T b 10'3' x 4"
x 0.045" Sna 1 W-2' b 14'-11' b 14'-0' Notes: 1.
Abovespansdo not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans
for total beam spans. 2. Spans
may be Interpolated. Lawrence E..
Bennett, P.E. FL # 16644 CIVIL ENINWER -
D VELOPUDW CONSULTMT P.O.
BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE (388)
7g7.47'r4 FAX: (386)
7874tit38 PAGE COPYRIGHT
2004
3A-Z4
NOT i0 6E REPRODUCED 1N WHOLE OR u4 PART Wm1OUT THE WMTIEN PERMISSION OF u+wRENCE E. BENNETT, P.E.
SOLID ROOF PANEL PRODUCTS
INDUSTRY STANDARD ROOF PANELS
L'
U)
w
E
12.00"
12 WIDE x VARIOUS HEIGHT RISER ROOF PANEL
SCALE: 3" = 1'-0"
IN
12.00"
12" WIDE x 3" RISER- INTERLOCKING ROOF PANEL
SCALE: 3" =1'-0"
SECTION 7
w
Q
12.00"
CLEATED ROOF PANEL
SELECT PANEL DEPTH FROM SCALE: 3" = 1'-0" ALUMINUM SKIN
TABLES IF E.P.S. CORE
SIDE CONNECTIONS VARY
rao (DO NOT AFFECT SPANS)
COMPOSITE ROOF PANEL INDUSTRY STANDARD]
SCALE: 3" =1'-0"
Lawrence E. Bennett, P.E. FL # 16W
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA, FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 767-6556
I O
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNT. P.E. 1
PAGE
ET7-1 I
SECTION 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
Y
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES CAULKEXISTINGTRUSSORRAFTERALLEXPOSEDSCREWHEADS
10 x 1-1/2" S.M.S. OR WOQQ, Y
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED @ 12" O.C. ROOF PANEL
EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 31'-0" EXISTING
HOST STRUCTURE WOOD
FRAME, MASONRY OR. 8 x 1/2" S.M.S. SPACED OTHER
CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL
EXPOSED SCREW HEADS FOR
MASONRY USE 1/
4" x 1-1/4" MASONRY ANCHOR
OR EQUAL @ 24" O.C. FOR
WOOD USE #10 x 171/2" z.'.:..'. S.
M.S. OR WOOD SCREWS @'!?''•'•':': 12"
O.C. ROOF PANEL WALL
DETAIL 3" =
V-0" WOOD
STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE
ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL
HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS
OR SHALL BE WASHER HEADED SCREWS. HEADER
INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL
BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL
BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED
TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION
1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS
BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION:
100 -
1231 130 14U 150 8
1 #10 j 12 12 Lawrence
E. Bennett, P.E. FL # 16W CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 2143M SOUTH DAYTONA, FL 32121 TELEPHONE: (
386) 767-4774 FAX: (
388)767-65N PAGE '
C)
COPYRIGHT 294M 7-
4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SOLID ROOF PANEL PRODUCTS I SECTION 7
MANUFACTURERS PROPRIETARY PRODUCTS
o
000co...................... I .... ........................
ri v W p .......
1.0 # 0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM A LOY
ELITE ALUMINUM CORPORATION
ELITE COMPOSITE PANELS
SCALE: 3" = V-0"
ELKE 200W Lawrence E. Bennett, P.E. FL # 16644
Elite Aluminum Corporation CIVIL ENGINEER - DEVELOPMENT CONSULTMIT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
Prwl P oducti
1801 N.W. 64th Street TELEPHONE: (368) 767-4T74
Ft. Lauderdale, FL 33309 FAX: (386) 767-6556
Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
COPYRIGHT 2004
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-33
SECTION 7 1 SOLID ROOF PANEL PRODUCTS
C,
Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
Statewide Product Approval #FL1049
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
d ll Ye A
Wind
Region
v.vLY roll... 1
Open Structures
Mono -Sloped Roof
Screen Rooms
8 Attached Covers r
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
sp
1&2
span
3
span
4
span
182
span
3
span
4
span
100 MPH 21'4" 23'-10' 1 23'-0" 22'-9' 21'-11" 15'-1" 17'-9- 16'-3" 4'-0"
11 MPH 2114' 23'-10" 1 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0"
120 MP 20'4" 22'-9" 21'41" 19W 18'-10" 12'-6" 1T-11" 13'-6" 4'-0"
123 MPH 19'-6" 21'-10' 21'-1" 18'-11" 18'-3" 111-8" 13'-8" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15'-l" 17'-9- 16'-3" 11'-l' 12'-11" 12'-6" 4'-0"
140 MPH 1 Z-4" 13'-9" 13'-3" 12'4' 13'-9" 13'-3" 10'-3" 11' 6" 11'-1' 4'-3"
150 MPH 12'.4" 13'-9" 13'-3" 12.4' 13'-9' 13'-3" 9'-0' 10'-8" 10' 4" T-11"
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4Ispan
1d.2
span 1 3
span
4
span
132
span
3
span 1 4
span
100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8' 25'-9" 18'-8" 20'-10" 20'-2" 4'-0"
110 MPH 24'-11' 27'-11" 27'-0" 21'-11" 24'-0" 23'-8" 16-2" 19'-3' 18'-8' 4'-0"
120 MPH 23'-10" 26'-8" 25'-9" 20'-5' 22'-10' 27-1" 1 14'-8" 17'S" 15'-10" 4'-0"
123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2' 21'-5' 14'-4" 16'-0" 15 .6" 4'-0"
130 MPH 21'-2" 23'-7- 22'-10" 18'-8" 20'-10" 20'-2' 13'-7' 15'-2" 14'-8" 4'-0"
140 MPH 14'-5" 16'-2" 15'-7 14'-5" 16'-2" 15'-7" 12'-8' 1 14'-2" 13'-8"
150 MPH 14'-5- 16'-2" 1 15'-7" 14'-5' 16'-2" 15'-7" 11'-2" 1 13'-2' 1 12'
w.... AGO .. n now" n ... 1" C.."... r— F D S 8`1 none]ly
Wind
Region
Open Structures
Mon o-Sloped Roof
Screen Rooms
6 Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
132
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 23'-5" 26'-2" 25'-3" 22'-3' 24'-11" 24'-1' 1T-5' 19'-6" 18'-10" 4'-0"
110 MPH 23'-5" 26'-2" 25'-3" 20'-0" 22'-11" 22'-2' 1 15'-1' 18'-0" 17'-5" 4'-0"
120 MPH 22'-3" 24'-11' 24'-1" 19'-1' 21'-4" 20'-7' 13'-9' 15'-4" 14'-10" 4'-0"
123 MPH 21'-5" 23--11' 1 23'-2' 1 18'-6' 20'-9" 20'-0" IT-5"
KI-'
4'-0"
130 MPH 19'-9" 22'-1" 21'-4- 1 T-5' I W-6- 18-10" 12'-8"" 4'-0"
140 MPH 13'-6- 15'-l" 14'-7' 13'-6- 15'-1' 14'-7" 11-3"" 4'-0"
150 MPH 13'-6" 15-1" 14'-7- 13'-6" 15'-1" 14'-7" 10'-5"" 4'-0"
4" x 48" x 0.030" Panels Foam Core E.P.S. 01 Density '
Wind
Region
Open Structures
Mon o-Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1d.2
span
3
span
4
span
1d2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 26'-11' 30'-1" 29'-l" 25'-8' 28'-9" 2T-9' 20'-l" 22'-5" 21'-8" 4'-0"
110 MPH 26'-1 V 30'-1" 29'-1" 23'-W 26'-5" 25'-0' 18'-7" 20'-9' 20'-1" 4'-0"
120 MPH 25'-8- 8 -9- 2T-9 21- 1 4 -7' 3 -9' 15 -10' 19 - 18 -5" 4'-0"
123 MPH 24'-B' 2T-7' 26'-8- 21'-4' 23'-11' 23'-1' 15'-5- 18'-6' 17'-11" 4'-0"
130 MPH 27-9' 25'-5" 24'-7' 20'-1' 22'-5' 21.8' 14'-7' 17'-5" 15'-9" 4'-0"
140 MPH 15'-7" 17"-5" 16'-10' 15'-7' 1 17'-5" 16'-10" IT-8" 15'-3' 14'-9" 4'-0"
150 MPH 15'-7' 1 TS" 16'-10' 15'-7' 1 17'-5" 16'-10- 12'-8" 14'-2- 13'-9" 4'-0"
NOW; 10131 IDOT Danel main a room ..loin + wall main +
Wallis
Lawrence E. Bennett, P.E. FL # 16644 MiLE Z000'
CIVIL t:NGINEER- DEVELOPMENT CONSULTMIT Elite Aluminum Corporation
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
1801 N.W. 64ih StreetTELEPHONE: (386)767-4774 P nslI'mduW
FAX: (386) 767.6556 Ft. Lauderdale, FL 333D9
Tel: (954) 491-3700 Fax: (954) 491-1433
I
PAGE
7-3 A 1 NOTTO aE EePRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. DENNETT. P.E. I
49X G
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 37, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
POQ
NOTE:
I THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
1
SANFORD . CODE CHAPTER 6, SEC. 6-7(A).
1
1-6 TRACT C
1" - 30'
GRAPHIC SCALE
9. STORMWATER MANAGEMENT AREA
COMMON AREA) 0 15 30
25.33'
42"E
N69'S0'42i
1
N89'
97.J'
Q+__T_____
cIb R '
PA.n
ITI7.i
LOT 42 LOT 41 LOT 40 LOT 39 LOT --Ir LOT37 a 1
i t
3iib
H R
I l m I CO u j in
1
1tO r- 1 1 , IIW •. M OwiMr
l— olp i I
Ir pii
YIP O
I F- V)
0 I
of 0!
Z
I I o 91, zav~
CD 1i i i V
O
i
06I
I 8.3' 7.
0' I
i
I
ILIi
A j
L 12.0' ^ I I
CpN
97.3' DRIVC A 8 I
I R
S89'
5 '42"W 25.
33' Namn1
1
1
23.
46' 1
1j
CENI 377.
15' !ITT UNEW P
56950'42'W 400.84' 1
I
PC
NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 02-10-06. UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
BUILDING TIES SHOWN HEREON ARE TO UNFINISHED
FORMBOARD/FOUNDATION AND ARE NOT
TO BE USED TO RECONSTRUCT THE BOUNDARY
LINES. I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040
E. DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS
TO LIE IN ZONE X. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT
FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED
ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. BEARINGS
SHOWN HEREON ARE BASED ON
THE WESTERLY LINE OF LOT 37 FIELD
DATE:) 07/01/05 SCALE-
1" - 30 FEET APPROVED
BY: SJ REVISED:
ADDED
PUT BOOK RECORDED DATA
02/20/05 CAC FINAL
02-10-09 SJL FORMBOARD
11/22/03 CAC PLOT
PLAN 0-02-05 PLC STOCKTON
DRIVE TRACT
A COMMON
AREA) RIGHT
OF WAY VARIES LEGEND
FOR
THE BENEFIT AND EXCLUSIVE
USE OF: JAMES
HAVEN HODGES HCDTIITTLLEE
CORPPOCA RATION TLANTIC
TITLE PULTE
MORTGAGE, LLC LAWYERS
TITLE INSURANCE CORPORATION BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER CONCRETE
C
CHORD LENGTH C.
B. CHORD BEARING COW
CONCRETE BLOCK WALL CNA
CORNER NOT ACCESSIBLE CP
CONCRETE PAD CS
C/W CCONCRE TE WALK F.
E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND
FOUND FPL
FLORIDA POWER AND LIGHT ID
IDENTIFICATION L
ARC LENGTH LB
LICENSED BUSINESS LS
LICENSED SURVEYOR M)
MEASURED OHU
OVERHEAD UTILITY LINE SET
NAIL D DISC LB
06393 02 /0/ ) o
FND NAIL AND DISC LB /
65 (02/10/05) SET1/
p31(01/R0)ND CAP DENOTES
DELTA ANGLE P)
PER PLAT PC
DENOTES POINT OF CURVATURE PCC
POINT OF COMPOUND CURVE PCP
PERMANENT CONTROL POINT PI
DENOTES POINT OF INTERSECTION PK
PARKER KALON POC
POINT ON CURVE POL
POINT ON LINE PPNE
PRIVATE PERTUAL NON-EXCLUSIVE PRC
DENOTES POINT OF REVERSE CURVATURE PRM
PERMANENT REFERENCE MONUMENT PSM
PROFE5510NA1 SURVEYOR AND MAPPER PT
DENOTES POINT OF TANGENCY R
RADUS RP
RADIUS POINT S/
W SIDEWALK TYP
TYPICAL UP
UTILITY PAD THIS
IS A BOUNDARY SURVEY NOT VAUD WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. JOB
NO. ASM48955-37 DRAWN
BY. AMERICAN
SURVEYING do MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LB/6393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA 32789- (
407) 425-7979 FOR
THEFIRM
JAMES
JAY JILES PSM #4997 DATE
P B
I
1
1
I
3 W
1
1
1 111
I
1
LOT 42
1g1
111I
O Ala
F- mP I1
Zc 3 s I
cr Z
ry Q
ylcnI1I
1
1
11
1
I1I1 W
I1pN
wlq
71 Q1
1
11
23.48' I 377.15'
PI
1
I
S89'S0'42'W 400.84' - —
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 37, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA,
1"=30'
GR PHIC SCALE
0 15 30
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6. SEC. 6-7(A).
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
25.33'
N8950'4rE
N89'5Q'42"E I ,..1o.50'
1 f-- le3V 7.0'
rowoLOT41LOT40LOT39LOTSilLOT37 Q
IIbI-I
0
CA 1 1 " W ,
O Qoz-I 1O
0, M
oilI
Z INSIm - I
i06
u
0
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 37
BEING N00'09'18-W, PER PLAT.
FIELD DATE:) 07/01/05 REVISED:
SCALE' 1' a 30 FEET REVISE CER75 3 07 B JW
APPROVED BY. SJ ADD D PLAT BOOK RECORDED
DATA 02/28/OB CAC
JOB NO. ASM48955-37 FINAL 02-10-09 S,L
FORMBOARD 11/22/05 CAC
DRAWN BY:
PLOT PLAN 8-02-05 OLC
97.3'_
S89'50'42"W
25.33'
43.79 CENTERUNE OF
RIGHT OF WAY - - _ - _ -
PC
STOCKTON DRIVE
TRACT A
COMMON AREA)
RIGHT OF WAY VARIES
LEGEND
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
JAMES HAVEN HODGES
P WOULLTTIC TITLE HC
TITLE CORPORATION PULTE
MORTCA LLC LAWYERS
TITLE INSURANCE CORPORA71ON BUILDING
SETBACK LINE CENTERUNE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER i•?
Q" CONCRETE C
CHORD LENGTH C.
B. CHORD BEARING CBW
CONCRETE BLOCK WALL CNA
CORNER NOT ACCESSIBLE CP
CONCRETE PAD CS
CONCRETE SLAB C/
W CONCRETE WALK F.
E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND
FOUND FPL
FLORIDA POWER AND LIGHT ID
IDENTIFICATION L
ARC LENGTH LB
LICENSED BUSINESS LS
LICENSED SURVEYOR M)
MEASURED CHU
OVERHEAD UTILITY LINE 32789- (
407) 425-7979 SET
DISC LB0539302/10/05) u
FND NAIL AND DISC LB #
55 (02/10/00) 0
SET p310 06)ND CAP LB /
1OR A
DENOTES DELTA ANGLE P)
PER PLAT PC
DENOTES POINT OF CURVATURE PCC
POINT OF COMPOUND CURVE PCP
PERMANENT CONTROL POINT PI
DENOTES POINT OF INTERSECTII PK
PARKER KALON POC
POINT ON CURVE POL
POINT ON LINE PPNE
PRIVATE PERTUAL NON-EXC.US PRC
DENOTES POINT OF REVERSE C PRM
PERMANENT REFERENCE MONO PSM
PROFESSIONAL SURVEYOR AND PT
DENOTES POINT OF TANGENCY R
RADIUS RP
S/W SIIDEWALKdN7 TYP
TYPICAL UP
UTILITY PAD THIS
IS A BOUNDARY SURVEY NOT VAUD WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. I
FOR THE
FIRMJAMES
JAY JILES PSM 1114997 DATE
AS RECORDED IN PLAT BOOK
49
1
I
1
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 38, REGENCY OAKS UNIT ONE
68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
1
I
TRACT C
3 Z I
STORMWATER MANAGEMENT AREA
COMMON AREA)
a ' 18.00'
N 89'50'42"E NB9'S0'42•E
1•--------------------------------------- ------ 1o.so'
I79.
3 25.3
I
1 COVEREU
PA71 I 1
T r-- te.o --7 rLOT42LOT41LOT40LOT391iLOT381i LOT 37 '
IW 18
Q
o'I
DD ii~ IIco Q i V
O.. }(( 1 Q I
i^Q h'm 1
Opt
11 "w of I O6
0 1 ^ O N1 Pr is0I 1 0 3i
3 Q '
Z wi Z ;i i `I N i i J
mwzQ
iz
5 o f --1 Lsi•4' I I I 1
NI
1 I 113I
I n 18L 20_J --C 79.
3 ; .; l
y, S89 50'42"W 18.
00' 011
01 1
I
1 I23.
48' I 377.18' 43.79 CENTERLINE of RICHT
OF WAY P
S89'50'42"W 460.84' I
I
STOCKTON
DRIVE TRACT
A COMMON
AREA) RIGHT
OF WAY VARIES NOTE:
1.
ALL DIRECTIONS AND DISTANCES HAVE EBEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 02-10-06, UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. ' 5.
BUILDING TIES SHOWN HEREON ARE TO UNFINISHED
FORMBOARD/FOUNDATION AND ARE NOT
TO BE USED TO RECONSTRUCT THE BOUNDARY
LINES. I
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040
E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY APPEARS
TO LIE IN ZONE X. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT
FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED
ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. BEARINGS
SHOWN HEREON ARE BASED ON
THE WESTERLY LINE OF LOT 38 BEING
N00'09'18"W, PER PLAT. FIELD
DATE:) 07/01/05 REVISED: SCALE:
1" - 30 FEET REVISE CERTS 3 07 08 JW APPROVED
BY: SJ ADDED PLAT BOOK RECORDED DATA
02/20/OB GAG JOB
NO. ASM48955-38 FINAL 02-to-08 SJL DRAWN
BY: FORMBOARD
11/22/03 CAC PLOT
PLAN 8-02-05 DLC LEGEND
25.
3 1" =
30, GRAPHIC
SCALE 0
15 30 FOR
THE BENEFIT AND EXCLUSIVE
USE OF: WIWAM
G. PR07HERO AND IINA M. PROTHERO LANDAMERICA
GULFATLANTIC TITLE PHC
TITLE CORPORATION PULTE
MORTGAGE, LLC LAWYERS
TITLE INSURANCE CORPORATION BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER d??
s" CONCRETE C
CHORD LENGTH C.
B. CHORD BEARING CBW
CONCRETE BLOCK WALL CNA
CORNER NOT ACCESSIBLE CP
CONCRETE PAD CS
CONCRETE SLAB C/
W CONCRETE WALK F.
E.M.A.FEDFOUERAL EMERGENCYMANAGEMENT AGENCY FND NOFPLFLORIDA
POWER AND LIGHT ID IDENTIFICATION
L ARC
LENGTH LB LICENSED
BUSINESS LS LICENSED
SURVEYOR M) MEASURED
OHU OVERHEAD
UTILITY LINE AMERICAN SURVEYING &
MAPPING CERTIFICATION OF
AUTHORIZATION NUMBER 18 393 1030 N.
ORLANDO AVENUE, SUITE B WINTER PARK,
FLORIDA 32789- (407)
428-7979 DISC LB #
89302/110/05) c FND
NAIL AND DISC LB 088 (
02/10/05) 0 LH
1393 IRON ROD g)ND CAP DENOTES DELTA
ANGLE P) PER
PLAT PC DEN07ES
POINT OF CURVATURE PCC POINT
OF COMPOUND CURVE PCP PERMANENT
CONTROL POINT PI DENOTES
POINT OF INTERSECTION PK PARKER
KALON POC POINT
ON CURVE POL POINT
ON LINE PPNE PRIVATE
PERTUAL NON-EXCLUSIVE PRC DENOTES
POINT OF REVERSE CURVATURE PRM PERMANENT
REFERENCE MONUMENT PSM PROFESSIONAL
SURVEYOR AND MAPPER PT DENOTES
POINT OF TANGENCY R RADIUS
RP RADIUS
POINT S/W
SIDEWALK TYP TYPICAL
UP UTILITY
PAD THIS IS
A BOUNDARY SURVEY NOT VAUD WITHOUT THE
SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. wwh1 OR
THE
FIRMJAMES
JAY
JILES PSM #4997 DATE
AS RECORDED IN PLAT BOOK
I1I11
1 LOT 42
1
lei1
I
111111
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
18.00'
N89'50'42"E ---- N89W42'E
1o.so
79.3 K 25.3 ---
T-
LOT 41 LOT 40
79.3
111
lid1
NI°r
1
1 11I
23.48' 1 377.18'
PI S89'W42-W 400.84'
1
I
1
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-05. UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E, DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY
APPEARS TO UE IN ZONE X. AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 38
BEING N00'09'13"W, PER PLAT.
FIELD DATE:) 07/01/05
SCALE- 1" - 30 FEET
APPROVED BY:_ SJ
JOB NO, ASM48955-3B
DRAWN BY:
REVISE CERTS 3/07/00 JW
1DDED PLAT BOOK RECORDED
ATA 02/28/00 GAG
1NAL 02-10-00 SJL
ORMBOARD 11/22/05 CAC
T PLAN 8-02-05 DLC
38LOT
I I LOT 37
11 i8 Q 1
eI i i U
o
WA
O
1^
II'lp I7
A j Fl I O
O
tz.4_J L__CWJCREATEURYVSE3W—Y40 ;
L_--
S89`50'42"W
18.00'
CENTERUNE OF
RIGHT OF WAY
STOCKTON DRIVE
TRACT A
COMMON AREA)
RIGHT OF WAY VARIES
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 38, REGENCY OAKS UNIT ONE
68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
1" = 30'
GRAPHICSCALE
0 15 30
PC
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
WIWAM G. PROTHERO AND TINA M. PROTHERO
LANDAMERICA GULFATLANTIC TITLE
PHC TITLE CORPORATION
PULTE MORTGAGE, LLC
LAWYERS TITLE INSURANCE CORPORATION
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONDITIONER
CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
COW CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
CS CONCRETE SLAB
C/W CONCRETE WALK
F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY
FND FOUND
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
SET NAIL AND DISC
LB j6393 (02/1()/Do)
QFND NAIL AND DISC
LB 058 (02/10/06)
0 SETlB /83931(02/10/08RONROD )"D CAP
A DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PI DENOTES POINT OF INTERSECTION
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERTUAL NON-EXCLUSIVE
PRC DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PT DENOTES POINT OF TANGENCY
R RADIUS
RP
S/W SIDEWUALKOINT
TYP TYPICAL
UP UTILITY PAD
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
FOR
THEFIRM
JAMES JAY ALES PSM #4997 DATE
AS RECORDED IN PLAT BOOK
1
I
1
I
I
I
1
23.48'
PI S8930'42'W
NOTE:
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 39, REGENCY OAKS UNIT ONE
68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE * CHAPTER 6. SEC. 6-7(A).
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
18.00'
N89'50'42"E NB9.50.42E
at- --------------------
0 43.3'
10.50,
T--
I
COdPATIO
LOT 42 T r-- 110 --T
LOT 41 LOT 40
LOT 39;ILOT
r
38 LOT 37
Q
irb wi
Ilm II i U il I
W
1 w w aRI
i
co I HI H
31I
l idl 00 p0
I It'
0
II
ItlOoii49D'
06
p
6 Od Pil
IO L^( I-
0ol
ZIi W
377.16'
400.
54' - - — - — 1.
ALL DIRECTIONS
AND DISTANCES HAVE BEEN FIELD VERIFIED
AND ANY INCONSISTENCIES HAVE BEEN
NOTED ON THE SURVEY, IF ANY.
2. PROPERTY CORNERS
SHOWN HEREON WERE SET/FOUND ON
02-10-06, UNLESS OTHERWISE SHOWN. 3. THE
SURVEYOR
HAS NOT ABSTRACTED THE LAND SHOWN HEREON
FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF
RECORD WHICH MAY AFFECT THE TITLE
OR USE OF THE LAND. 4. NO UNDERGROUND
IMPROVEMENT'S HAVE BEEN LOCATED EXCEPT AS
SHOWN. 5. BUILDING TIES
SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION
AND ARE NOT TO BE
USED TO RECONSTRUCT THE BOUNDARY LINES. 1
HAVE EXAMINED
THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E. DA
TED LIE INZONE X, AREA OUTSIDE OFB 00 YEAR FLOOD PLAIN. THE SURVEYOR
MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASECONTACTTHELOCALF.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE
COUNTY VERTICAL CONTROL AS SHOWN. BEARINGS SHOWN HEREON
ARE BASED ON THE WESTERLY
LINE OF LOT 39 BEING N00'09.
18"W, PER PLAT. s t S89'
50'42"
W 1 8.00'
43.Ts CENTERLINE
OF RIGHT OF WAY -
STOCKTON DRIVE TRACT
A COMMON
AREA) RIGHT
OF WAY
VARIES LEGEND I" , 30'
GRAPHIC
SC_ A_
0 15 30
PC FOR THE
BENEFIT
AND EXCLUSIVE USE OF:
CHAD A. LACINTA
AND ANGELINA C. LACIVITA LANDAMERICA GULFATLANTC TITLE
LAWYERS TITLE INSURANCE
CORPORATION BUILDING SETBACK LINE
CENTERLINE RIGHT OF
WAY
LINE EXISTING ELEVATION A/
C AIR
CONDITIONER yt i+," CONCRETE
C CHORD LENGTH
C.B. CHORD
BEARING COW CONCRETE BLOCK
WALL CNA CORNER NOT
ACCESSIBLE CP CONCRETE PAD
CS C/W
COONCRETETEEWALK C F.E.M.
A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND FPLFLORIDAPOWER
AND LIGHT ID IDENTIFICATION L
ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED OHU
OVERHEAD U71UTY
LINE SET MAIL TD
5 QFND NAIL AND
DISC LB Pa (02/
10/05) O SET 1393I(
RO % ROD0/pgAND CAP A DENOTES DELTA
ANGLE P) PER PLAT
PC DENOTES POINT
OF CURVATURE PCC POINT OF
COMPOUND CURVE PCP PERMANENT CONTROL
POINT PI DENOTES POINT
OF INTUMC71ON PK PARKER KALON
POC POINT ON
CURVE POL POINT ON
LINE PPNE PRIVATE PERTUAL
NON-EXCLUSIVE PRC DENOTES POINT
OF REVERSE CURVATURE PRM PERMANENT REFERENCE
MONUMENT PSM PROFESSIONAL SURVEYOR
AND MAPPER PT DENOTES POINT
OF TANGENCY R RADIUS RP
RADIUS POINT
S/W SIDEWALK
TYP TYPICAL UP
UTILITY PAD
THIS IS A
BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER.
FIELD DATE:) 07/
01/05 REVISED: 1_ SCALE, v
30FEET SJ REVISE CERTS
3
07 00 JW ADDED PUT BOOK
RECORDED p APPROVED BY: DATA
02/2e/
05 CAC AMERICAN SURVEYING & MAPPING
JOB NO. ASM48955-
39 ANAL 02-10-06 SA CERTIFICATION OF AUTHORIZATION NUMBER LOLM393 FOR FORMBOARD 11/22/
05 CAC 1030 N. ORLANDO AVENUE. SUITE B 7HE FIRM DRAWN BY: WINTERPARK. FLORIDA JAMES JAY JILES
PSM #4997 DATE PLOT PLAN 8-02-05 DLC 32789- (407) 425-7979 1
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 39, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
41
1
1
I
1
1
I
1
23.48'
PI 58930'42-W
I
I
1
NOTE:
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6. SEC. 6-7(A).
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
18.00,
N89'50'42"E Na9W42-E
10.50,
T-
1 1
b?CA1 i
PATIO
LOT 42 T r-- .0 --T
LOT 41 LOT 4011LOT
r--
38
I
LOT 37 ;
1
QI391iLOTId'i110IUI
of
R W i W
n A
I OI
I I
III113
l
Do
3
1 $1
o
1 0 p IW
00,
41 5 00 Ib 1Z
0 Q: I IlF
00 p i i B.OJ I.
r- 0 j I
0 1 1 i7 1 I
Z I I n 1 I
1111 1Z0' U
17 I 1
OMC 8.0 ' 81.3' DRE I 377.
18' 400.
64' 1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 02-10-06, UNLESS OTHERWISE SHOWN.
3.
THE SURVEYOR HAS NOT ABSTRACTED THE LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY,
RESTRICTIONS OF RECORD WHICH MAY AFFECT
THE TITLE OR USE OF THE LAND. 4.
NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED
EXCEPT AS SHOWN. 5.
BUILDING TIES SHOWN HEREON ARE TO UNFINISHED
FORMBOARD/FOUNDATION AND ARE NOT
TO BE USED TO RECONSTRUCT THE BOUNDARY
LINES. 1
HAVE EXAMINED THE F.I.R.M, COMMUNITY PANEL NO 120294 0040
E, DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY APPEARS
TO UE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT
FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED
ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN. S89'
50'42"W 18.
00' CENTLINE
O 437RIGWAY - - STOCKTON
DRIVE
TRACT A
COMMON AREA)
RIGHT OF
WAY VARIES LEGEND 1- -
30'
GRAPHIC SCALE
0 15
30 to M7
0 J
PC
FOR
THE
BENEFIT AND EXCLUSIVE USE
OF: CHAD A.
LACIVITA AND ANGELINA C. LACIVITA LANDAMERICA GILFATLANTIC
TITLE LAWYERS TITLE
INSURANCE CORPORATION BUILDING SETBACK
LINE CENTERLINE RIGHT
OF
WAY LINE EXISTING ELEVATION
A/C
AIR CONDITIONER CONCRETE C
CHORD
LENGTH C.B.
CHORD BEARING COW CONCRETE
BLOCK WALL CNA CORNER
NOT ACCESSIBLE CP CONCRETE
PAD C/W
CCONf R WALSLAB F.E.
M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND FOUND
FPL FLORIDA
POWER AND LIGHT ID IDENTIFICATION
L ARC
LENGTH LB LICENSED
BUSINESS LS LICENSED
SURVEYOR M) MEASURED
OHU OVERHEAD
UTIUTY LINE La P393
OY%10708) LLBBD089 (02/
10/05 O IRON
OD RCAP BAND83 LSETB93DENOTESDELTAANGLE
P) PER PLAT
PC DENOTES POINT
OF CURVATURE PCC POINT OF
COMPOUND CURVE PCP PERMANENT CONTROL
POINT PI DENOTES POINT
OF INTERSECTION PK PARKER KALON
POC POINT ON
CURVE POI. POINT ON
LINE PPNE PRIVATE PERTUAL
NON-EXCLUSIVE PRC DENOTES POINT
OF REVERSE CURVATURE PRM PERMANENT REFERENCE
MONUMENT PSM PROFESSIONAL SURVEYOR
AND MAPPER PT DENOTES POINT
OF TANGENCY R RADIUS RP
S/W
SIpWAL1CgNTTYP TYPICAL UP
UTILITY PAD
THIS IS A
BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE
AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR AND MAPPER.
BEARINGS SHOWN HEREON
ARE BASED ON THE WESTERLY
LINE OF LOT 39 BEING N00'09'
18-W, PER PLAT. FIELD DATE:) 07/
01/05 REVISED: SCALE: 1' - 30
FEET REVISE CERTS 3 07 08 JW//p APPROVED BY:
SJADDEDPLATBOOKRECORDl7) I --P=— AeDATA 02/28/o8CACAMERICANSURVEYINGdtJOBNO. MAPPING
ASM48955-39
FINAL
02-10-00 S CERTIFICATION OF AUTHORIZATION NUMBER LB#8393 FOR 1030 N. ORLANDO
AVENUE, SUITE B THE FORMBOARD 11/T2/OS CAC WINTER PARK, FLORIDA
FIRM DRAWN BY: PLOTPLANa-
OZ-05 DLC 327a9- (407) 420-7979 JAMES JAY ALES PSM #4997 DATE
AS RECORDED IN PLAT BOOK
45
1
I
I
I
1
1
W
I
1
1
1
a0: m
iolP
O2of Q
u ~ rZ^
V I
NOTE:
8
0
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
LOT 42 LOT 41
3
00_
DO 0
I
0
0
Z
IW
N,m
plp, I nlp
1
1 111
23.48' I 377.16'
PI S89°50'42'W 400.64'
1
1
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN, THE SURVEYOR MAKES NO GUARANTEES AS TO THEABOVEINFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 40
BEING N00'09'18'W, PER PLAT,
FIELD DATE:) 07/01/05
SCALE: 1 - 30 FEET
APPROVED BY. 5J
JOB NO. ASM48955-40
DRAWN BY:
REVISED:
ADDED PLAT BOOK REOORDlD
DATA 02/211/06 CAC
FINAL 02-10-06 SJL
FORMSOARD 11/22/05 CAC
PLOT PLAN 6-02-05 DLC
TRACT C
STORMWATER MANAGEMENT AREA
1 (
COMMON AREA)
18.00'
j N89'5L'42"E
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 40, REGENCY OAKS UNIT ONE
68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
1"=30-
GRAPHI SCALE
0 15 30
N89'S0'42'E
10.50'
LOTv4011LOT 39 LOT 38
II
LOT 37 ;
Q
of
i
w
i
1
ii
00.
CDR
I Q i In
O
b
l ^ II 1 0
W I J
1141 1i 111 I(/) 11
IW 1
u.D RIVEE_WAY al.r I
U
89 5042"W
18.00'
I
79 CENTERLINE OF1 -
RIGHT OF WAY -
FOR THE BENEFIT AND
STOCKTON DRIVE EXCLUSIVE USE OF.
TRACT A JERRY R. REINHART
LANDAMERICA GULFATLANTIC TITLE
COMMON AREA) o DIVISION OF LAWYERS TITLE INSURANCE CORPORATION
RIGHT OF WAY VARIES
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONOIIIONER
CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
COW CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
C/W COONNCCRREETTEE WWAALKK
F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
GHU OVERHEAD UTILITY LINE
SET NAIL AND DISC
LB #5393 (0210/05)
QFND NAIL AND DISCLB068 (02/10/00)
AND CAPLB #6Ji31(02%10/0.)
A DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PI DENOTES POINT OF INTERSECTION
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERTUAL NON-EXCLUSIVE
PRC DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PT DENOTES POINT OF TANGENCY
R RADIUS
5/W SIDEWASUPCOINT
TYP TYPICAL
UP UTILITY PAD
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
FOR
THEFIRM
JAMES JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 40, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A)
1111II -
1 LOT 42 LOT 41
nl
jai10II
81
43.3'
NIAQ I qIP
i8
1
1
23.48' 377.16'
PI
1
1
S69'S0'42"W 400.64' -
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN Z E X. AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION, PLEASE CONTACT THE LOCAL F.EM.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 40
FIELD DATE:) 07/01/05 REVISED:
SCALE- 1 - 30 FEET REVISE CERTS 3 7 6 JW
APPROVED BY: SJ ADDED PUT BOOK RECORDED
DATA 02/98/06 CAC
JOB NO, ASM48955-40 FINAL 02-10-OB sJL
iORMBOARD 11/22/05 CAC
DRAWN BY:
PLOT PLAN 6-02-05 DLC
1
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
1 18.00'
N89'5 '42"E
R .
PATIO
16.0' --T F--
IILOT 39
I
riiLOT 40II
LOT 38 LOT 37
2VAY 61.3'
43.T9 CENTERUNE OF
RIGHT OF WAY
N8950'42'E
10.50'
00
FOR THE BENEFIT AND
1"=30.
GRPH SCE A
0 15 30
STOCKTON DRIVE EXCLUSIVE USE OF,
TRACT A JERRY R. REINHART
LANDAMERICA GULFATLANTIC TITLE
COMMON AREA) a DIVISION OF LAWYERS TITLE INSURANCE CORPORATION
RIGHT OF WAY VARIES
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONDITIONER
r?;4' CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
COW CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
C CONCRETECONCRETE WALKU
F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY
FND FOUND
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
LLT 93L(02/110B//05)
L05B(26LB0/110/0)
O 02/10/06) AND CAPLO /6393
DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PI DENOTES POINT OF INTERSECTION
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERTUAL NON-EXCLUSIVE
PRC DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PT DENOTES POINT OF TANGENCY
RP RADIIUS POINT
S/W SIDEWALK
TYP TYPICAL
UP UTILITY PAD
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
FORTHE
FIRM
JAMES JAY JILES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 41, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
P
I NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT C GRAPHIC SCALE
STORMWATER MANAGEMENT AREA
0 15 30COMMONAREA)
18.01
N89751'42
25.3 79.3
NB930'4YE
10.5W
LOT 421 LOT 40 LOT 39 LOT 38 LOT 37
QLOT41
i i i3 LLJ iagdI'
Do 00' I^ U
O 1 Im 114 UP
ODD: i>-, ii
pco
or,
oi it FFy
O
Zi MINI i "' A
r
T5.3
I I -•
I
23.48' I 377.16'
PI S89 W42'W 400.64'
I
I
1
NOTE:
S89'50'42"W
18.01'
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17/95. AND FOUND THE SUBJECT PROPERTY
APPEARS TO UE IN ZONE Y. AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 41
BEING N00'09'18-W, PER PLAT,
FIELD DATE:) 07/01/05 REVISED:
SCALE: 1' = 30 FEET REVISE CERTS 7
APPROVED BY. SJ ADDED PLAT BOOK RECORDED
DATA 02/98/05 CAC
JOB NO. ASM48955-41 FINAL 02-10-00 SJL
FORMBOARD 11/22/O5 CAC
DRAWN BY:
PLOT PLAN 6-02-05 DLC
79.3
43.T9 CENTERUNE OF
RIGHT OF WAY -
PC
STOCKTON DRIVE FOR THE BENEFIT ANDTRACTAEXCLUSIVEUSEOF: COMMON AREA)
NILESN B. DESAIRIGHTOFWAYVARIES
L ANDAMERICA GULFATLAN71C TITLE
PHC TITLE CORPORATION
PULTE MORTGAGE,ILC
LAWYERS TITLE INSURANCE CORPORATION
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONDITIONER
CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
COW CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
CS CONCRETE SLAB
C/W CONCRETE WALK
F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY
FND FOUND
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
ONU OVERHEAD UTILITY LINE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB/8393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789- (407) 420-7979
SET NAIL AND DISC
LB 393 (02/10/05)
LBD08 (02/10/06)
Lo 93 (oi/R 06µD CAP
DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PI DENOTES POINT OF INTERSECTION
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERTUAL NON-EXCLUSIVE
PRC DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PT DENOTES POINT OF TANGENCY
R RADIUS
RP RADIUS POINT
S/W SIDEWALK
TYP TYPICAL
UP UTILITY PAD
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
I, FOR
THE
FIRM
JAMES JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 41, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
48
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23.46' I 377.18'
PI
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559'50'42'W 400.64'
ggqpm
0
NOTE:
89
25.3 ---
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
18.01'
LOT 42
25.3
3
o GrD
LOT 41
i F
41EG
TRACT C
STORMWA7ER MANAGEMENT AREA
COMMON AREA)
78.3
LOT 40 LOT 39 LOT 38 LOT 37
la
00'0
O
f0000O
0
to
S89'50'42-W
18.01'
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17 95, AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN Z E X. AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN, THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 41
BEING N00'09'18'W, PER PLAT.
FIELD DATE:) 07/01/05 REVISED:
SCALE- 1 = 30 FEET REVISE CERTS 3/07A)a Jw
APPROVED BY: SJ ADDED PLAT BOOK RECORDED
DATA 02/28/05 CAC
JOB NO. ASM48955-41 FINAL 02-10-05 S.IL
FORMBOARD 11/22/05 CAC
DRAWN BY:
PLOT PLAN 0-02-05 DLC
78.3
43.79 CENTERLINE OF
RIGHT OF WAY
STOCKTON DRIVE
TRACT A
COMMON AREA)
RIGHT OF WAY VARIES
LEGEND
1
GR PHIC SCALE
0 15 30
PC
Na930'4YE
e loso'
Q
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
NILESH B. DESAI
LANDAMERICA GULFAiLANTIC TITLE
PHC 1171E CORPORATION
PULTE MORTGAGE, LLC
LAWYERS 7171E INSURANCE CORPORATION
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVARON
A/C AIR CONDITIONER
t" CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
CBW CONCRETE BLOCK WALL
CNA CORNER' NOT ACCESSIBLE
CP CONCRETE PAD
CS CONCRETE SLAB
C/W CONCRETE WALK
F.E.M.A. FOUFEDERAL EMERGENCY MANAGEMENT AGENCYFNDNO
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) .MEASURED
OHU OVERHEAD UTILITY LINE
32789— (407) 428-7979
L
T 93 OZ/0 B3/0a) o
FND NAIL AND DISC LB /
Ba (02/10/05) O
2µD CAP LH38' 30hO%8 DENOTES
DELTA ANGLE P)
PER PLAT PC
DENOTES POINT OF CURVATURE PCC
POINT OF COMPOUND CURVE PCP
PERMANENT CONTROL POINT PI
DENOTES POINT OF INTERSECTION PK
PARKER KALON POC
POINT ON CURVE POL
POINT ON LINE PPNE
PRIVATE PERTUAL NON-EXCLUSIVE PRO
DENOTES POINT OF REVERSE CURVATURE PRM
PERMANENT REFERENCE MONUMENT PSM
PROFESSIONAL SURVEYOR AND MAPPER PT
DENOTES POINT OF TANGENCY R
RADIUS RP
RADIUS POINT S/
W SIDEWALK TYP
TYPICAL UP
UTILITY PAD THIS
IS A BOUNDARY SURVEY NOT VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. 1,
ols3 Ale 4 FOR
THE
FIRM
JAMES
JAY ALES PSM4997 DATE
AS RECORDED IN PLAT BOOK
P0 8
W
I
I
I
1
25.33'
9 z N89'50'42"E
jio
R
1' 13,3
0'
4
7,
dCaVERED
Tn ;
I I LOT 42
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1 I11
23.48'
PI S89'S0'42'W—
1
I
1
NOTE:
q
S89'50'4.
25.33'
377.16'
400.84' - —
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY,
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06. UNLESS OTHERWISE
SHOWN.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6. SEC. 6-7(A).
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
LOT 41 LOT 40 LOT 39 LOT 38 LOT 37
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 42
BEING NOO'09'18"W, PER PLAT.
FIELD DATE:) 07/01/05 REVISED:
SCALE: 1" a 30 FEET REVISE CERTS 3/07/00 JW
APPROVED BY: SJ ADDED PLAT BOOK RECORDED
DATA 02/28/09 GAG
JOB NO. ASM48955-42 FINAL 02-10-00 SJL
FORMBOARD 11/22/05 CAC
DRAWN BY:
PLOT PLAN 0-02-05 DLC
97.3'_
4379 CENTERLINE OF
a! OF WAY
STOCKTON DRIVE
TRACT A
COMMON AREA)
RIGHT OF WAY VARIES
LEGEND
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 42, REGENCY OAKS UNIT ONE
68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
1' , 30,
1
GRAPHIC SCALE
0 15 30
N89'S0'4YE
10.50'
QI
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
ROBERT VINCENT HODGES AND THERESA MILLER HODGES
LANDAMERICA GULFATLANTIC TITLE
PHC TITLE CORPORATION
PULTE MORTGAGE, LLC
LAWYERS TITLE INSURANCE CORPORATION
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONDITIONER
j'.a^ CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
C13W CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
CS CONCRETE SLAB
C/W CONCRETE WALK
F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCYFNDFOUND
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
L8 LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB/0393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789- (407) 428-7979
T NAL D/1SCLB0/06) j39T (02 QFND
NAIL AND DISC L8 #
58 (02/10/05) O
133IRONROD CAP lB (0 %10 DENOTES
DELTA ANGLE P)
PER PLAT PC
DENOTES POINT OF CURVATURE PCC
POINT OF COMPOUND CURVE PCP
PERMANENT CONTROL POINT PI
DENOTES POINT OF INTERSECTION PK
PARKER KALON POC
POINT ON CURVE POL
POINT ON LINE PPNE
PRIVATE PERTUAL NON-EXCLUSIVE PRC
DENOTES POINT OF REVERSE CURVATURE PRM
PERMANENT REFERENCE MONUMENT PSM
PROFESSIONAL SURVEYOR AND MAPPER PT
DENOTES POINT OF TANGENCY R
RADIUS RP
RADIUS POINT S/
W SIDEWALK TYP
TYPICAL UP
UTILITY PAD THIS
IS A BOUNDARY SURVEY NOT VAUD WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. 3/
2/0k IXFORTHE
FIRM
JAMES
JAY JILES PSM #4997 DATE
AS RECORDED IN
Pm
1
1
I
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOTS 42, REGENCY OAKS UNIT ONE
PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA.
1"=30'
2RAPHIC SCALE
0 15 30
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT C
STORMWATER MANAGEMENT AREA
COMMON AREA)
25.33'
A N89'50'42"E
d
u 2
4 bOU1,.,
PA O
II LOT 41 LOT 40 LOT 39 LOT 38 LOT 37
LOT 42
w
e
00
of 1
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Flo ollM i k
I 7.0' 8.3'
1• 1
1
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m S89'50'4
I
ry' 25.33' O;pQ
nig
1
1
23.46' ; 377.18'
PI S69'S0'42'W 400.64' - —
NOTE:
t7
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
SURVEY, IF ANY.
rt
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02-10-06, UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
AFFECT THE TITLE OR USE OF THE LAND.
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
5. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
NOT TO BE USED TO RECONSTRUCT THE
BOUNDARY LINES.
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294
0040 E. DATED 04/17/95, AND FOUND THE SUBJECT PROPERTY
APPEARS TO LIE IN ZONE X, AREA OUTSIDE OF 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A.
AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE
BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED
ON THE WESTERLY LINE OF LOT 42
BEING NOO'09'18"W, PER PLAT.
FIELD DATE:) 07/01/05 REVISED-
SCALE- 1* - 30 FEET REVISE CERTS 3/07/06 JW
APPROVED BY. SJ ADDED PLAT BOOK RECORDED
DATA 02/26/00 CAC
JOB NO, ASM0955-42 FINAL 02-10-05 $a
FORMBOARD 11/22/OS CAC
DRAWN BY:
PLOT PLAN 8-02-03 DLC
97.3'
CENTERLINE OF
RIGHT OF WAY
STOCKTON DRIVE
TRACT A
COMMON AREA)
RIGHT OF WAY VARIES
N. ORL
WINTEF
32789-
LEGEND
N89'S0'42'E
10.50'
a
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
ROBERT VINCENT HCDGES AND THERESA MILLER HODGES
LANDAMEMCA GULFATLANTIC TITLE
PHC TITLE CORPORATION
PULTE MORTGAGE, LLC
LAWYERS TITLE INSURANCE CORPORATION
BUILDING SETBACK LINE
CENTERUNE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONDITIONER
CONCRETE
C CHORD LENGTH
C.B. CHORD BEARING
CBW CONCRETE BLOCK WALL
CNA CORNER NOT ACCESSIBLE
CP CONCRETE PAD
CS CONCRETE SLAB
C/W CONCRETE WALK
F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY
FFPPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
425-7979
B
SETLB 05393 2/10/06)
QFND NAIL AND DISC
LB 050 (02/10/05)
0 1(
02/10/(M)
AND CAP
18 /8393
DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
POC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PI DENOTES POINT OF INTERSECTION
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERTUAL NON-EXCLUSIVE
PRC DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PT DENOTES POINT OF TANGENCY
R RADIUS
RP RADIUS POINT
S/W SIDEWALK
TYP TYPICAL
UP UTILITY PAD
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
31210A
FOR
THE
FIRM
JAMES JAY ALES PSM #4997 DATE