HomeMy WebLinkAbout1111-1161 Loyola Ct (2)Job Address: I I k 6_ A Luvo
Description of Work: 'k V) llkI (%_+ OY
Historic District: Zoning:
CITY OF SANFORD PERMIT APPLICATION
Date:
r?
JU-n' g a 'Cv RECEIVED
Value of Work: am
2006
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
ka
Attach Proof of Ownershi-
Drip &
Legal Description)
Owners Name &Ad1dress: VthP1a ,r1 C
c •
lPhone: Contractor Name &
Address: er 1 I n e7 L\1 I.IXYII,r%_ U hr% e-r` % I't State License
Number: Phone & Fa::
L Contact Person: T Phone: i1J1 • LI ' tJl Bonding Company:
rum % r1 s I ((\ 11-1 31 3-7 Address: Mortgage
Lender:
I Cl ~ Address: Architect/
Engineer:
nlck Phone: Address: Fa::
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 meet standards of all laws regulating construction in this jurisdiction. 1 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: 1 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 I will notify the owner of the property of the Signature of
Owner/Agent Print Owner/
Agent's Name Date Lien
Lays,
FS 713. l Ib(
f Signature of
Notary -State of Florida Date%ignature of Notary -State -of-Flor MY
DD191455 Explrea J
116. 2I Owner/Agent
is _ Personally Known to Me or Contractor/Agent is Pc nally Known to Me or Produced ID =-
b-01,
000 ProducedlD
APPLICATION APPROVED
BY: Bldg: Zoning 40 Utilities: FD: Initial & te) (
Ini ' I & Date) (Initial & Date) (Initial & Date) Special Conditions:
11139'7
I hereby nmme and appoint
ofC Se ne2
11
in fact to act for and apply to _
a Sacen Z nckaue,
FWV
Date: lan I' loco
to be my lawful attomey
for
permit for work to be performed
at a location described as: Section Township Range
Lot 3- Block subdivision (
1111-110 NU-1+
Address of Job)
pukk-14byyyo- Vugd Cad 0'. (Di} 3AS j
owner of ftvaty and addma)
and to sign my name and do all tmngs necessary to this appoizdTacm.
q, S6,Y)'e-Z x W5 q vI o 1
Type or P t name of C mfW C.ouncoor emd - ;5
Mpumm of Cat1 ea C.a actosr)
Sworn to and subscribed before me this
Day of A.D. Q(e_
1:0TARY PJBrJC; STATE OF FLORIDA
Notary public, State of Florida Vera L'. Lovelace
Commission # DD471107
S) Expires: SF.P'1-
1, 2009
onded 'rhru A tie Bondln
My commission Expires: P1Y
vec. 1. Lvv7 1:7o rive ruLIc nvmCo F.CUCIlk, T vnnQ 11V. I)"7 1. c Building #
9 Lot #
1 Street Address Street Name 1
2011 Stockton Drive 2
2021 Stockton Drive 3
2031 Stockton Drive 4
2041 Stockton Drive 5
2051 Stockton Drive 6
2061 Stockton Drive Building #
3 Lot #
Street Address Street Name 15
2211 Stockton Drive 16
ZZZ1 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 #
0"696 Lot #
Street Address Street Name 31
2411 Stockton Drive 32
2421 Stockton Drive 33
2431 Stockton Drive 34
2441 Stockton Drive 35
2451 Stoc Mon Drive 36
2461 Stockton Drive Building #
2 Lot
ddress Street Name 711
72131Stockton Drive 821
Stockton Drive 9
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 Stockton Drive Building
16 Permit #
06.378 1-
9t # Street Address Street Name 37
2511 Stockton Drive 38
2521 Stockton Drive 39
2531 Stockton Drive 40
2541 Stockton Drive 41
2551 Stockton Drive 42
2561 Stockton Drive Building #
8 Permit #
06-374 of #
1 Street Address Street Name 9
1 1160 Lo ola Court 0
1160 ola Court 1
1140 Loyola Court 1130
Loyola Court 1120
Loyola Court 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
j
PER SECTION 7
I I CARRIER BEAM POST
00
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE• N T S
ALUMINUM ROOF SYSTEM
PER SECTION 7 HOST STRUCTURE OR
FOURTH WALL FRAME
i-- 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 DAYTON& FL 32121
TELEPHONE: (386) 767-4774
FAX: (388) 767-OM
PAGE
COPYRIGHT am
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1
SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION BEAM / HEADER
DETAIL 1" x 2" WITH
3) #10 x 1-1/2' S.M.S. INTO
SCREW BOSS
2) #10 x 1 1l2" S. M. S. INZ `
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
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
111-- 1-1/8" MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3" = V-0"
ANCHOR 1" x 2" CHANNEL TO
CONCRETE WITH r
1/4' x 2-1/4"CONCRETE•
ANCHORS WITHIN 6" OF EACH
SIDE OF EACH POST AT 24"
O.C. MAX. OR THROUGH
ANGLE AT 24" O.C. MAX.
MIN. 3-1/2" SLAB 2500 PSI
CONC..6x6-10x10 W.W.M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
HEADER BEAM
4) #10 x 1/2' S.M.S. EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
2" x 2' OR 2' x 3' OR 20 S.M.B.
POST
MIN. (4) #10 x 1/2"-S.M.S. @
EACH POST
1" x 2' EXTRUSION
1-1/8" MIN. IN CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3' =1'-W
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, BOUT}1 WrOfik FL 32121
TELEPHONE: (388) 767-47T4
FAX: (386) 767.OW
PAGE
COPYRIGHT 2A04
3A-4 NOT TO BE REPRODUCED 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
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
WE WALL HEADER
1TACHED 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
1" Z7ANCHORS
Q 6" FROM EACH
POST AND 24" O.C. MAX. AND
WALLS MIN. 1" FROM EDGE OF
CONCRETE
MIN.
TERNATE CORNER DETAIJ.-,;
SCALE: a" _ v "
4-
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTON&. FL 32121
TELEPHONE: (386) TOT-4TT4
FAX: (386) 767-65M
PAGE
COPYRIGHT 20"
3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT 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 P
1-1/4" FENDER WASHERSPER .. CHAPTER 7
4'-0" PANEL ACROSS THE .
FRONT AND 24" O.Q. -ALONUG
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
III'• ' • ' _ ,
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"x3"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 214388. SOUTH DAYTONA. FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 707-6550
I ®COPYRIGHT 20"
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A 7 I
SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS
UNIFORM LOAD
Z Q
A B
SINGLE SPAN CANTILEVER
UNIFORM LOAD
i l
A B C
2 SPAN
UNIFORM LOAD
r— f:
A B
1 OR SINGLE SPAN
UNIFORM LOAD /
f
i l 1—
A B C D
3 SPAN
UNIFORM LOAD
A B C D E
4 SPAN
NOTES:
1) L = Span Length
d = 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 # 16W
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 2143". SOUTH DAYTON& FL 32121
TELEPHONE: (386) 767-4774
FAX: (386) 767 SN
PAGE
COPYRIONT20W
3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
4
SECTION 3A I 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 velocitK; using design load of 11 #/SF
w• - •
f Tributary Load Width 'W' = Purlin Spacing
Sections 3'-0" 3'-6" 4.O- 4'-6" 5'-0' 5'-6" 6'-0"
Allowable Height 'H' / bending'b' or deflection'd'
2" x 2" x 0.044" Hollow
10'" b6'
9'-0' b
1Z-2-
11'-3' b5"
1 Y'-9- d
12'-9" b
161-3' b
19'-1" b
23'-7' b
28'-1' b
11'-3' b
14'-0' b
17'-7' b
9" b
b
b
d
11'-9' b
15'-1' b
1T-W b
21'-10' b
24 '-2' b
10'-5- b
13'-4' b
18'-3' b
WdJV-1l'b
I 11'-0' b
1 14'-1" b
16'-6" b
2V-5- b
22'-7' b
9'-9' b
12'-5' b
15'-3" b
b
b
b
10'-5' b
13'- b
16-7' b
19'03' b
21'-3' b
9'-2' b
11'-9' b
14'4' b
7' 4'
7'-11
10'-5
710
12'-7
I 14'-9
18'-0
20'-2
8''
11'-2
137
2" x 2" x 0.055" Hollow
3"x 2" x 0.045" Hollow
3" x 2" x 0.070' Hollow
2" x 3" x 0.045" Hollow
2" x 4" x 0.050" Hollow
2" x 4" x 0.046" S.M.B.
2" x 5" x 0.050" S.M.B.
2" x 6" x 0.050" S.M.B.
s2" x 2" x 0.044"
InaD2" x 3" x 0.045' Snap
2" x 4" x 0.045"
no" 1 7'-6"
For 3 second wind gust
Sect one
at 120 MI'M verocl i us141y uoa.y.
lbutary Lcpii
o•- -' '- -'-'
WV = Purlin S acing
3'-0" 3'-0" 4'-0" 4'-$" 5,05'-8" 6'-0" 6'-8" no'-"
Allowable Hei t 'H' 1 ben n 'b' or deflection'd'
2" 2" x 0.044' Hollow 8'-8' b 8'-0" b 71-V b T-1' b 6'-8' b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6' b
x
2" x 2" x 0.055" o ow 9'-5' b 8'-9' b 8'-2' b 7'-9' b 6'-11' b 61-8" b 6'-0' b 6'-2' b 5'-11' b
b
3" z 2" x 0.045" Hollow 10'-5' b 9'-7' b 8'-11' b 8' 6' b 8'-V b 7'-8 b 7'-4- b 7'-1' b 6'-10' b 6'-7'
7'-10' b
3"'x 2" x 0.070" Hollow 12'-1' d 11'-0' b 10'-8- b 10'-1' b 9'-7" b 9'-Z' b 8'-9' b 8'-5' b 8'-1' b
b 8'-2" b
2" x 3" x 0.045" Hollow 12'-10' b 11'-11' b 11'-2' b 10'-6" b 9'-11' b
11'-7' b
9'-6' b
11'-0' b
19'' b
10'-7' b
8'-9' b
10'-2" b
8'-5'
9'-5' b
2" x 4" x 0.050" Hollow 14'-11' b
17'-6' b
13'-10' b
16'3' b
12'-11- b
15'-2' b
12'-2' b
14'' b 13'-7' b 12'-11' b 12'-5' b 11'-11' b 11'-6' b 11'-1' b2" x 4" x 0.046" S.M.B.
2" x 5" x 0.050" S.M.B. Fr-V b 04' b 18'-9' b 17'-9' b 16'-10' b 167-0- b 15'-4" b 14'-9" b 14'-2" b 13'-9" b
2" x 6" x 0.050" S.M.B. 23'-11' b 22'-Y b 20'-9' b 19'-7' b 18'-7' b 17'-9" b 16'-11- b 16'-3- b 15'-8" b 15'-2' bb
2" x 2" x 0.044" Snap 10'-4" b 9'-7' b 8'-11' b 8'-5' b 7'-11' b 7'-7' b 7'-0' b 7'-0" b 6'-9' b 6'-6'
2" x 3" x 0.045" Snap 13'-3' b 12'-0' b 11W b 10'-9' b 10'-0' b 9'-V b 9'-0' b 8'-11' b W-8' b b
2" x 4" x 0.045' Snap16'-2' b 14'-11" b 14'-0' b 13'-2' b 121-6' b 11-11" b 11'-5' b 10'-11' b 10'-7" b I10'-3' b
Notes: 1. Above spans do 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
CML EN17WM- pEVaMorrCONSUL7ANT
P.O. BOX 214388, SOUTH DAYTONA. Ft. 32121
TELEPHONE: (388) 787.4774
FAX: (385) 787-65M
PAGE
COPYRIOMT 2004
HOT TO REVR0Ol10ED 1N WHOLE OR u+ PART WIMOUT THE WRITTEN PEWAlSS10N OF u WRENCE E. BENNETT, P E. 3k%24 H
SOLID ROOF PANEL PRODUCTS
INDUSTRY STANDARD ROOF PANELS
w
c.
12.00"
12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL
SCALE: 3" = 1'-0"
1m
00
ri
12,00"
12" WIDE x 3" RISER- INTERLOCKING ROOF PANEL
SCALE: 3" =1'-0"
Co
w
d
x 12.00" '
CLEATED ROOF PANEL
SECTION 7
SELECT PANEL DEPTH FROM SCALE: 3" = V-0" ALUMINUM SKIN
TABLES
E.P.S. CORE
w _-
CL
a
o
SIDE CONNECTIONS VARY
DO NOT AFFECT SPANS)
COMPOSITE ROOF PANEL INDUSTRY STANDARD]
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E. FL # 16644
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
PAGE
ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 7-1 I
SECTION 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES CAULKEXISTINGTRUSSORRAFTERALLEXPOSEDSCREWHEADS
10 x 1-1/2" S.M.S. OR WOOD.
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL
t#10 X 3/4" S.M.S. OR WOOD
SCREW SPACED (9 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 NCHOR
OR EQUAL @ 24" O.C.u'. FOR
WOOD USE #10 x 1-1/2" z' S.
M.S. OR WOOD SCREWS @':''•'•'.': 12"
O.C. ROOF PANEL ROOF
PANEL TO 3' =
1'-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-
123 130 140 150 8
1 #10 1 12 1 #12 Lawrence
E. Bennett, P.E. FL #1OW CIVIL
ENGINEER • DEVELOPMENT CONSULTANT P.
O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (
386) 707-4774 FAX: (
388) 767-GM PAGE
Q
COPYRIGHT 2004 1 7-
4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
0
SOLID ROOF PANEL PRODUCTS I SECTION 7
MANUFACTURERS PROPRIETARY PRODUCTS
o
o
000GO
rivtOp
1.0 # .0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM
ELITE ALUMINUM CORPORATION
ELITE COMPOSITE PANELS
SCALE: 3" = 1'-0"
n
Im
RKE . Lawrence E. Bennett, P.E. FL # 16644
Elite Aluminum Corporation CIVIL C''"EEA-DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
Pwl P oduni
1601 N.W. 64(h Street TELEPHONE: (388) 767-4774
FL Lauderdale, FL 33309 FAX: (386) 767.OSW
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. 7-53
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
Statewide Product ApprovalOFLIC49
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 01 Density
i.
3" x 40" x
Wind
Region
u.u1.4 raners rvan" vv......
Open Structures
Mono -Sloped Roof
Screen Rooms I
8 Attached Covers .
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
182
span
3
span
4
sp
1&2
span
3
span
4
span
18,2
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"
110 MPHI 21W 23'-10" 23'-0" 18'-8" 20'-11' 20'-2" 13'-9" 15'4" 14'-10" 4'-0"
120 MPO 20'4" 22'-9" 21'-11" 19'-5" 18'-10" 121-6" 13'-11" 13'-6" 4'-0"
123 MPH 19'-6" 21'-10' 21'-1' 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" W-O"
130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0"
140 MPH 1 Z-4" 13'-9" 13'-3" 1 Z-4" 13'-9" 13'-3" 10'-3" 1 V-6" 11'-1' 4'-3"
150 MPH 12'4" 3'-9" 13'-3" 127-4 1-9 13 8' 10'-" 3-11"
Wind
Region
Open Structures
Mon o-Sloped Roof
Screen Rooms
Attached Covers
Glass & Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
1&2
span
3
span 1 4
span
1&2
span 1 3
span
4
span
132
span
3
span 1 4
span
100 MPH 24'-11" 27'-11' 1 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" 181-8" 4'-0" '
120 MPH 23'-10" 26'-8" 25'-9" 20'-5' 22'-10" 22'-1" 14'-8" 17'-B" 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' 1 16'-2" 164" 12'-8" 14'-2" 13'-8" W-O"
150 MPH 1 14'-5" 16'-2" 15'-7" 14'-5' 16'-2' 15'-7" 11'-2' 13'-2" 12'-9" 4'-0"
All - no" - n n12A" o—Im r...... Pn F D R si nandry
Wind
Region
Open Structures
Mon o-Sloped Roof
Screen Rooms
Attached Coven
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" 17'-5" 19'-0' 18'-10" 4'-0"
110 MPH 23'-5' 26'-2" 25'-3" 2V-6" 22'-11" 22'-2' 15'-1" 18'-0" 17'-5" 4'-0"
120 MPH 22'-3" 24'41" 24'-1' 19'-1" 21'-4" 20'-7" 13'-9' 15'-4' 14'-10" 4'-0"
123 MPH 21'-5- 23'-11' 23'-2' 18'-6' 20'-9" 20'-0' 13'-5" 1 14'-11" 14'-6" 4'-0'
130 MPH 19'-9" 22'-1' 21'-4' 17'-5' 19'-6' 18'-10' 12'-8" 14'-2" 13'-8- 4'-0"
140 MPH 13'-6" 15'-1' 14'-7' 13'-6- 15'-1' 14'-7- 111-3" 13'-3' 12'-9- 4'-0"
150 MPH 13'-6" IV-1- 14'-7- 13'.6' 15'-1' 14'-7" 10'-5" 12'-4" 11'-4" 1 4'
4- x 48" x 0.030" Panels Foam Coro E.P_5_ 91 Donslty
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Glass 3 Modular Rooms
Enclosed
Overhang I
Cantilever
All
Roofs
132
span
3
span
4
span
1b2
span span3F23-9
182
span
3
span
4
span
100 MPH 26'-11' 30'-1" 29'-1' 2T-8' 28'-9' 20'-1" 22'-V 21'-8" 4'-0"
110 MPH 26'-11" 30'-1' 29'-1' 23'-8' , 26'-5' 18'-7' 20'-9' 20'-1" 4'-0'
120 MPH 25'-8 8-9 2 -9 21- 1 4-7 15-10' 19-1 18-5' 4'-0"
123 MPH 24'-8' 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'-0' 21'-8" 14'-7' 17'-5' 15'-9" 4'-0"
140 MPH 15'4' 17'-5- 16'-10' I V-7- 17'-5' 16'-10' 13'-B' 15'-3" 14'-9" 4'-0'
150 MPH 15'-7' 1T-0' 16'40' 15'-7' 17'.5' 1 16'-10" 12.8' 14'-2' 13'-9' 4'-0".
now: I owl roor panel moil -room wloul + wan wlarn .
Lawrence E. Bennett, P.E. FL # 16644
CIVIL ENGINEER- DEVELOPAWNr CONSULTANT
P.O. BOX 214389. SOUTH DAYTONA, FL 32121
TELEPHONE: (356)76TAT74
FAX: (380) 767.6M
v....wny
a ELILE 2000'
Elite Aluminum Corporation
P.n"IPioauw 1801 N.W. 64th Street
Ft. Lauderdale, FL 33309
Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
COPYRIGHT 20W
7-34 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
ook-
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 43, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED_/ PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
97.34'
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 A
COMMON AREA)
25.
42:'E
UP LOT 43
LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 e.-: *9 o
7.0'
1"=30,
GRAPHIC SCALE
0 15 30
I zz II
t—
cn TRACT A
o z l V O l i > b p (COMMON AREA)
GO
2 o$ I oLdo II CSto
I cm i - Q LFFii SPt
0
rrn f I ODD N I I 8 M It '+ POO
v D
1 1 1 •
11111
97.34' _
11IZ10
I
m, N,U
If11
POD z1 CENTERLINE OF-f
RIGHT OF WAY
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
JAYATHYSAN AND RENU ROMAN
GREENPOINT MORTGAGE
ALLIED ABSTRACT & TITLE
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 02/16/06, 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 04/17/93. 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 43
BEING N00'09'18'W PER PLAT.
FIELD DATE:) 11/16/05 REVISED:
SCALE- 1" = 30 FEET
APPROVED BY: SJ
REVISE CERT 4-2S-OB $SO
S89'50'
S69W4rW_ - _ -
139.43'
LOYOLA COURT
TRACT A
COMMON AREA)
63.64' RIGHT OF WAY
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CONDITIONER
ac! 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
OHU OVERHEAD UTILITY LINE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB/6393
1030 N. ORLANDO AVENUE. SUITE B
MINTER PARK, FLORIDA
32789- (407) 426-7979
7.0'
1
1
1
I,
N
GLR? C> z
C
FND NAIL AND DISC
LB fee (02/15/06)
0 FND 1/2-IRON ROD AND CAPLB /6393 (02/16/00) -
SET 1/2- IRON ROD AND CAP
LB j6393 (02/18/00)
DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
Pt DENOTES POINT OF INTERSECTION
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERPETUAL 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.
JOB NO. ASM48956 - 43
DRAWN BY: PLAN
GAG
CAC
FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 43, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
97.34'
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 A
COMMON AREA)
25.33'
9'50'42"E
UP LOT 43
LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 1 o
7.G
1"=30,
GRAPHIC SCALE
0 15 30
a
I
Z I
z I
V O II LL-Qb
v TRACT A
OO (COMMON AREA)
g n
1
c I
O 1
gD d l
0
LF II
l , IN Rio 0
0
j D E I y1 i I 8 " POO
v I m
S
E
POB
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
JAYATHYSAN AND RENU ROMAN
GREENPOINT MORTGAGE
AWED ABSTRACT & TITLE
97.34'
CENTERUNE GFf
RIGHT OF WAY
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 02/16/06, 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
LIEIN ZONE 3X(, 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 SWINDLE COUNTY
VERTICAL CONTROL AS SHOWN.
BEARINGS SHOWN HEREON ARE BASED ON
THE WESTERLY LINE OF LOT 43
BEING N00'09'18"W PER PLAT.
FIELD DATE:) 11/16/05
SCALE: 1" = 30 FEET
APPROVED BY. SJ
JOB NO. ASM48956 - 43
DRAWN BY: LREVISET 4-25-00 SSO
0/05 CAC
D 11/ZZ/05 CAC
0-OZ-05 DLC
II
I I it
tct
S89'50'42"W
25.33'
S8950'42'_W_
T374Y
LOYOLA COURT
TRACT A
COMMON AREA)
63.84' RIGHT OF WAY
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
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LOP393
1030 N. ORLANDO AVENUE. SUITE B
WINTER PARK. FLORIDA
32789- (407) 420-7979
Im
1
PI
1
I
1
I
1
8
N
R K>Z
g ni3E -
ULL
FND NAIL AND DISC
LB #88 (62/18/00)
0 FND 1/2-IRON ROD AND CAPLB /0393 (02/16/05)
SET 1/2• IRON ROD AND CAP
LB /0393 (02/10/00)
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 MON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERPETUAL 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.
FOR
THE
FIRM
JAMES JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 44, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REOUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT A
COMMON AREA)
79_34_
LOT 48 LOT 47 LOT 46 LOT 45
mg;
z
00' aaI
04
v
ODOR
ml O
E O Os1P.
18.Q01
N89"50 4;
c _
13
T 44 uP
11 o IfLOT 43
o
1n
tR
IpA ig
GRAPHIC SCALE
0 15 30
ITRACT AH
COMMON AREA)
1po
I
m
POO
1 II 11 /
Tq\ 0' pp "
1 .. c 9
I
I
g 12.0' J L.
IpnvcwlTE $
79.34' A c 25.33' u
S89"50' 42"W I f
18.00'
a
N10 IE
1
POO ' _ _ _ _ _ _ _S_39'50'42"W
CENTERLINE OF f 139.43'
RIGHT OF WAY
LOYOLA COURT
1
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
JAVIER EDUA TELLO
LANDAMERICA GULFATLANTIC
PHC TITLE CORPORATION
PULTE MORTGAGE, LLC.
LAWYERS TITLE INSURANCE
NOTE:
TITLE
CORPORATION
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 02/16/06. 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 TOLIEINZONEX. AREA OUTSIDE OF 100 YEAR FLOOD PLAIN. THESURVEYORMAKESNOGUARANTEESASTOTHEABOVEINFORMATION.
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 44
FIELD DATE:) 11/16/05
SCALE: I' - 30 FEET
APPROVED BY: SJ
TRACT A
COMMON AREA)
63.84' RIGHT OF WAY
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY UNE
2 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
FND FOUND
FPL FLORIDA POWER AND LIGHT
10 IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
r
AL
FND NAIL AND DISC
LB 068 (02/15/06)
0 FND 1/2" IRON ROD AND CAPLBIS393 (02/16/06)
SET 1/2' IRON ROD AND CAP
LB 15393 (02/16/06)
IS 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 PERPETUAL 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 VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
LFINAL02/16/051,CAC
3-16-06 $SO AMERICAN SURVEYING & MAPPING
ASM45956 - 44 CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 FORJOBN0.
11/22/03 CAC 1030 N. ORLANDO AVENUE. SUITE B THE
WINTER PARK, FLORIDA FIRMDRAWNpY: -
0-05 DLC 32789- (407) 426-7979 JAMES JAY JILES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 44, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
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 A
COMMON AREA)
79_34_
LOT 48
1
LOT 47 LOT 46 LOT 45
I
z 1 Z
moo l VRof
51
V m
GDO:1
0fi
r
18.QO'
N89'50 44
44 UP
jTy
1 OI LOT 43
N
O
1"=30'
GRAPHIC SCALE
0 15 30
I to TRACT A
dm (COMMON AREA)
R
cc QQ
I
1 G 1 1 Aw 1
POB
I I I I I
LI 11116D. 1 I
1
Z8.0:_ UMVEWTE 8FAYPo79.34' c 25.33' a 13
S89'50' 42"W
o 18.00'
ula
0
If
1
POO ' _ _ _ _ _S_89•sov2"w
CENTERLINE OF-f 139.43'
RIGHT OF WAY
LOYOLA COURT
FOR THE BENEFIT AND TRACT A
1
COMMON AREA) IEXCLUSIVEUSEOF: 63.84' RIGHT OF WAY
JAVIER EDUA TELLO
Ln
p 1 I.0p V
O"6A I I cl 0O
I Irk
LANDAMERICA GULFATLANTIC TITLE '
PHC TITLE CORPORATION IPULTEMORTGAGE, LLC.
LAWYERS TITLE INSURANCE CORPORATION
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 02/16/06, 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 FAR.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 44
FIELD DATE:) 11/16/05
SCALE: 1" - 30 FEET
APPROVED BY: SJ
REVISE CERT 3-15-06 $SO
JOB NO. ASM48955 - 44 FINAL 02/16/05 CAC
FORMBOARD 11/22/05 CAC
DRAWN BY: PLOT PLAN 6-02-05 DLC
LEGEND
BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
1 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 UTUTY LINE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER 1.806393
1030 N. ORLANDO AVENUE. SUITE B
WINTER PARK, FLORIDA
32789- (407) 426-7979
FND NAIL AND DISC
LB 16B (02/16/06)
0 FND 1/2- IRON ROD AND CAPLB06393 (02/16/05)
SET 1/2• IRON ROD AND CAP
LB 16393 (02/16/06)
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 PERPETUAL 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 VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
FOR
THE
FIRM
JAMES JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 45, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
A
O;u
gn
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
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 A
COMMON AREA)
1•
61,34'
LOT 48
11I
LOT 47 LOT 46
i
1
Z'
Z
gal o
OuOz
I
1
mOi LOT 44 LOT 43
I
t " = 30'
GRAPHIC SCALE
0 15 30
I1 1 TRACT A
COMMON AREA)
I
8
1
i
II
i g i
11
i TTI POB
I1 11 1 6.0'I1s8J
1
l_I TY\ I11
11 11 11
12.0'
CONCRETE
1
1
DRIVEWAY O
61.34' c s3.33' u dam.
S89'50'42"W
Z
g 18.00'
N,O
If
1
POB ' 589'50'42"W PI
CENTERLINE OF 139.43
RIGHT OF WAY
LOYOLA COURT
FOR THE BENEFIT AND TRACT A
1
EXCLUSIVE USE OF: (COMMON'RICIGAREA) 63.84NT OF WAY
GULSHAN K. BAHL AND JERRI E. BAHL
1
LANDAMERICA GULFATLANTIC TITLE I
PFIC TITLE CORPORATION
1
PULTE MORTGAGE, LLC.
LAWYERS TITLE INSURANCE CORPORATION
NOTE:
1. ALL DIRECTIONS AND DISTANCES HAVE BEEN LEGENDFIELDVERIFIEDANDANYINCONSISTENCIESHAVE
BEEN NOTED ON THE SURVEY, IF ANY. . • . . — . —
BUILDING SETBACK LINE
2. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 02/16/06. 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 45
FIELD DATE:) 11/16/05 REVISED:
SCALE: 1" - 30 FEET
APPROVED BY: SJ
REVISE CERT 3-15-05 550
JOB NO. ASM48956 - 45 FINAL 02/16/06 CAC
FORMBOARD 11/22/05 CAC
DRAWN BY: PLOT PLAN 5-02-05 DLC
CENTERLINE
RIGHT OF WAY LINE
EXISTING ELEVATION
A/C AIR CON0111ONER
Y,R;1 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
10 IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
N
y V/
SR r>Z
t z c)
n
JIL
Q° FND NAIL AND DISC
LB 168 (02/16/06)
0 FND 1/2'IRON ROD AND CAPLB16393 (02/16/06)
SET 1/2"IRON ROD AND CAP
LB 95393 (02/I6/06)
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 PERPETUAL 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 VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
1
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB16393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789- (407) 426-7979
FOR
THE
FIRM
JAMES JAY ALES PSM #4997 DATE
IN
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 45, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES- OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
0
0
i D
in
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REOUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT A
COMMON AREA)
18.OQ' "
N89'50 42 E
61_34'
UP
LOT 48 LOT 47 LOT 46
1
0 0 ----- e3_33---
LOT 45
0 1pEo', LOT 44 LOT 43
1"=30'
GRAPHIC SCALE
0 15 30
1 Zmg{l C;ov P 'v0 -j TRACT A
g31 v01.: I > 11r,0 ig
I I I ig I l y p 0;j (COMMON AREA)
to O 9 p
I ctOD,
v', tiPi 1INFTIDS I o0
1'1
oil1 m POD
11 1I11II C :.
I
1 I I U V I
CUKRETEORWWAY o, I p
61.34' a 43.33' w 1 d°
S89'50'42"W IZ1g18.00'
a1 1
V 10 IiF
POO
I S89'50'42'w CENTERLINE
01, 139.43' RIGHT
OF WAY LOYOLA
COURT 1
FOR
THE BENEFIT AND TRACT A I
EXCLUSIVEUSEOF: 63.84MRCHT OFAWAY GULSHAN
K. BAHL AND JERRI E. BAHL LANDAMERICA
GULFATLANTIC TITLE I PFIC
TITLE CORPORATION 1
PULTE
MORTGAGE, LLC. LAWYERS
TITLE INSURANCE CORPORATION NOTE:
I.
ALL DIRECTIONS AND DISTANCES HAVE BEEN LEGEND FIELDVERIFIEDANDANYINCONSISTENCIESHAVEBEEN
NOTED ON THE SURVEY, IF ANY. _ . _ . _ . 2.
PROPERTY CORNERS SHOWN HEREON WERE SET/
FOUND ON 02/16/06, 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 FAR.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 45 FIELD
DATE:) 11/16/05 REVISED: SCALE:
1„ - 30 FEET APPROVED
BY: SJ REVISE
CERT 3-15-06 SSO JOB
NO. ASM48956 - 45 FINAL 02/15/06 CAC FORMBOARD
11/22/05 CAC DRAWN
BY: PLOT PLAN 5-02-05 DLC BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER r.;
t;" 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 AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LB%6393 1030
N. ORLANDO AVENUE. SUITE B WINTER
PARK, FLORIDA 32789- (
407) 426-7979 A
A
g
r>Z t
2nD W
QFND
NAIL AND DISC LB #
66 (02/16/06) no
AL
0
FND 1/2-1RON ROD AND CAP LB05393 (02/16/06) OSET
1/2' IRON ROD AND CAP LB /6393 (02/15/06) Lf
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 PERPETUAL 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 VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA. LICENSED SURVEYOR
AND MAPPER. FOR
THE
FIRM
JAMES
JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 46, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
NOTE: PULTE HOMES
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
NOTE: USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON. 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 A
COMMON AREA)
18.Q0- "
N89'50 42 E 1" = 30'
43.33' `
A 4 GRAPHIC SCALE
G ---------------- ---- 0 0------------ 61_34-------------
0 15 30
0O
go
LOT 46 UP
LOT 48 LOT 47 EI`o LOT 45 LOT 44 LOT 43
1 •. P TKI I
1 '1 r 18.0 l f'
i II 11 I
1 1 1 1 1
1 11 1 1
1 1. or
IINN 1 1 +
1 1 V 11
o II 11
TRACT AdlvO>
11
o a l l > >e 11 AO v o (COMMON AREA)
i
I
0 ID 11co .4C50 ' I
p
I lr£I
s r l
Il,cco
I t Q
c'' 1
10p
1 r.Z li8
V) I I POB
11
1
I
1
16 0. n
I I rri
1 1 I /_\ v 1 t
I
1
K
v I1I1
11
I
y
12.0' J11
1 1
L.
I
0
WOYEWAY p, 8
43.33' 61.34' u l'a°
I S89'50' 42"W I F
Z
to 18.00,
u I
NIO I1£
I1 1
POB
1 S89'50'42'w PI
CENTERLINE _
r---- 139.43'-----------
RIGHT OF WAY
LOYOLA COURT
FOR THE BENEFIT AND TRACT A
CMEXCLUSIVEUSEOF: 636:MRIGIHT OFAWAY
CELESTE LEE AESCHIMANN-HUNT
1
LANDAMERICA GULFATLANTIC TITLE
I
PI -IC TITLE CORPORATION
1
PULTE MORTGAGE, LLC.
LAWYERS TITLE INSURANCE CORPORATION
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 02/16/06, 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
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 46
FIELD DATE:) 11/16/05
SCALE: I" = 30 FEET
APPROVED BY: SJ
REV15E CERT 3-16-06 SSO
JOB NO. ASM48956 — 46 FINAE02/16/05 CAC
FOR11/22/05 CAC DRAWN
BY: PLOT PLAN 6-02-05 DLC LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER Y.
i:•?:." CONCRETE C
CHORD LENGTH C.
B. CHORD BEARING COW
CONCRETE BLOCK WALL CNA
CORNER NOT ACCESSIBLE CP
CONCRETE PAD 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 AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER L8/6393 1030
N. ORLANDO AVENUE. SUITE B WINTER
PARK, FLORIDA 32789- (
407) 426-7979 y
D
o;
U— Z
0
c
O
QFND
NAIL AND DISC LB
068 (02/16/06) i./
LL
0
FND 1/2-IRDN ROD AND CAP LB16393 (02/15/06) SET
1/2" IRON ROD AND CAP LB
16393 (02/16/06) 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 PERPETUAL 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 VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. r
F
3
2o%D6 1
FOR
THE
FIRMJAMES
JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 46, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA,
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
NOTE: PULTE HOMES -
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED NOTE:
PLAT THIS PLOT PLAN IS BASED ON. THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REOUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A),
TRACT A
COMMON AREA)
18.QO' ..
N89'50 42 E 1" = 30'
GRAPHIC SCALE
GF --------------------
0 0 ------------ 61,34-------------
O 15 30
D
LOT 46 UP
LOT 48 LOT 47 .CINEED'o LOT 45 LOT 44 LOT 43 '
1 PATIO O I
F"
1 11 11 I
1 I I N O I I
1
1 1 V 1 1
1 Z 1 1 1 1
0 , 0
JI I 1 1 TRACT
A PD
0 A, 1 >3ard , ,>o V 8 J (COMMON AREA) E
I i i iBN i i EO le
1
f
O'°$:
z
i iIIRQ I 1
16 w
POB
1
O' I 1 4
I
12.0' J 1. I
B.
D ' CONCRETE DRIVEWAYZ po
d C
61.34' In I IO uI
S89'50'42"W I0 015.00' 1C
1 N
I O I ifI
pOO
1 589'50'42'w jPI CENTERLINE
OFJ_-_---139.43'----------- RIGHT
OF WAY LOYOLA
COURT FOR
THE BENEFIT AND TRACT A COMMEXCLUSIVE
USEOF: 63.84' RIGHT OFAWAY CELESTE
LEE AESCHIMANN-HUNT 1
LANDAMERICA
GULFATLANTIC TITLE I PHC
TITLE CORPORATION PULTE
MORTGAGE, LLC. I LAWYERS
TITLE INSURANCE CORPORATION 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 02/16/06, 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 BQUNDARY
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 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 VER71CAL
CONTROL AS SHOWN. BEARINGS
SHOWN HEREON ARE BASED ON THE
WESTERLY LINE OF LOT 46 FIELD
DATE:) 11/16/05 SCALE:
1 = 30 FEET APPROVED
BY: SJ LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER xv"
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 AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AV7HORIZATION NUMBER 1.9/6393 1030
N. ORLANDO AVENUE. SUITE B WINTER
PARK, FLORIDA 32789- (
407) 426-7979 FND
NAIL AND DISC LB
168 (02/16/06) ci
AL
0
FND 1/2"IRON ROD AND CAP ' LB16393 (02/16/05) SET
1/2' IRON ROD AND CAP LB
16393 (02/16/06) 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 PERPETUAL 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 VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. JOB
NO. ASM48956 - 46 FINAL 02/16/05 CAC FORMBOARD
11/22/05 CAC DRAWN
BY: PLOT PLAN 6-02-05 DLC FOR
THE
FIRM
JAMES
JAY JILES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 47, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
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 A
COMMON AREA)
N89`5042"E
0 0---------------------- 79_34-------------
U° LOT 47
LOT 48 ?covERE'o' LOT 46 LOT 45 LOT 44 LOT 43
1 10 PAg2 ..
1 F 18.0 -T r•
11 11
I, p P 1 1
1 N 1 11
Z 1 I J_11
V p C) 1 1
Vo;; g DD$ ;;;v
Y moognOD> 4 I
NOD D
1 118
11 FTI 1111I
1 1
1 1
J L 12.0, 1
CONCRETE
DRIVEWAY_ 25.
33 c S89'
50'42"W 0
18,00' Id
N
14 to11 11Poo
1 S89150'42"W 139.
43' CENTERLINEOF-f RIGHT
OF WAY FOR
THE BENEFIT AND EXCLUSIVE
USE OF: LOYOLA
COURT TRACT
A COMMON
AREA) 63.
84' RIGHT OF WAY MARK
FILOPANTI AND DIANE L. FILOPANTI LANDAMERICA
GULFATLANTIC TITLE PHC
TITLE CORPORATION PULTE
MORTGAGE, LLC. LAWYERS
TITLE INSURANCE CORPORATION 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 02/16/06, 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 10 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 47 BEING
N00'09'18"W PER PLAT. FIELD
DATE:) 11/16/05 REVISED: SCALE:
I" = 30 FEET APPROVED
BY: SJ REVISE
CERT 3-16-08 SSG JOB
NO. ASM48956 - 47 FINAL 02/18/06 CAC LEGEND
GRAPHIC
SCALE 0
15 30 I
TRACT A I'
d (COMMON AREA) 50
Im8
m
POO
I1
1 I
I
1
79.
34 Ig I
I
I
1
PI
1
I
1
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER r*
a••;° 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 OHU
OVERHEAD UTILITY LINE AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTMORIZAHON NUMBER LB#6393 1030
N. ORLANDO AVENUE. SUITE B WINTER
PARK, FLORIDA 32789- (
407) 426-7979 QFND
NAIL AND DISC LB
168 (02/16/06) 0
FND 1/2" IRON ROD AND CAP LB06393 (02/16/06) SET
1/2' IRON ROD AND CAP LB
06393 (02/16/06) 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 PERPETUAL 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 SIDEWALK
S/W 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. 51.
2,01-04FOR
THE
FIRM
JAMES
JAY JILES PSM #4997 DATE DRAWN
BY: lOARD
11/22/05 CAC PLAN
5-02-05 DLC
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 47, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FOR THE BENEFIT AND
NOTE: EXCLUSIVE USE OF:
PULTE HOMES
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED NOTE:
PLAT THIS PLOT PLAN IS BASED ON. 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 A
COMMON AREA)
18.OQ'
N89'50 42 E 1" = 30'
25.33' o No 79 34 1
GRAPHIC SCALE
0 15 30
A
D
DP LOT 47
1 ' •• 13.3 .;
LOT 48-.COVER(LOT 46 LOT 45 LOT 44 LOT 43
16.0 -T r- 1
1 I p I I
1 1 N 1 1
Z Z 11 J_11
a l COC:5 ;;, TRACT A
1 v
OtD
o
1 1 lO g c. (COMMON AREA)
f i C7 0•
tOjR$ P 0PA
i8 ii POB
11 11
6.0i
r
i. Tp\ 1
0
1
1 1 1 J
I J l 12.0'
CONCRETE;60•? ORIVEIIAY—
m
zI0
1 25.33' 0 79.34' du15
S89'50'42"W
Z
18.00' Imul81
A
If
1
POO
1 S_895V42'W
fCENTERLINEOF 139.43,
RIGHT OF WAY
LOYOLA COURT
FOR THE BENEFIT AND TRACT A
1
EXCLUSIVE USE OF: (COMMON AREA)
63.84' RIGHT OF WAY
MARK FILOPANTI AND DIANE L. FILOPANTI
LANDAMERICA GULFATLANTIC TITLE I
PHC TITLE CORPORATION
PULTE MORTGAGE, LLC.
LAWYERS TITLE INSURANCE CORPORATION
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 02/16/06, 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 DENO 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 ND GUARANTEES AS TO THE ABOVE INFORMATION.
PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASSHOWN.
BEARINGS SHOWN HEREON ARE BASED ON
THE WESTERLY LINE OF LOT 47
BEING N00'09'18"W PER PLAT.
FIELD DATE:) 11/16/05 REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: SJ
REVISE CERT 3-16-06 SSO
JOB NO. ASM48956 — 47 FINAL 02/15/05 CAC
LEGEND
BUILDING SETBACK LINE
CENTERLINE
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
FND FOUND
FPL FLORIDA POWER AND LIGHT
ID IDENTIFICATION
L ARC LENGTH
LB LICENSED BUSINESS
LS UCENSED SURVEYOR
M) MEASURED
OHU OVERHEAD UTILITY LINE
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L0/6393
1030 N. ORLANDO AVENUE, SUITE 8
WINTER PARK, FLORIDA
32789— (407) 426-7979
r, JLL
QFND NAIL AND DISC
LB 168 (02/16/06)
0 FND 1/2'IRON ROD AND CAPLB 6393 (02/16/06)
OSET 1/2* IRON ROD AND CAPLB06393 (02/16/06)
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 PERPETUAL 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 VALID
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
FOR
THE
FIRM
JAMES JAY ALES PSM #4997 DATE
DRANK BY:
30ARD 11/22/05 CAC
PLAN 6-02-05 DLC
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 48, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REOUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 6, SEC. 6-7(A).
TRACT A
COMMON AREA)
25.33'
N89-50'42"E
97.34
OT 48 uv---------------
v .'•' 13.3 . •:
c id COVERED, LOT 47 LOT 46 LOT 45 LOT 44 LOT 43
7.0'
PATIO
r-
I
1"=30'
GRAPHIC SCALE
0 15 30
Z COVERED -
I IENTRY
V O
0 mow TRACT A
p; O Asi I Ip0 V p0, I4R
COMMON AREA)
gs I IKO 0
A
4
a=
P
w L4t I Ire I
m
r,
D
n
ml8 Fi ilTE , Iv1 POB I
I rn ,,, 1
1 7.
0' 1
1 116.
3' 1
1
1 12.
0' .1 L. I
CONCREtE
pmvEtrArI Z to
v to
097.34' u t a N S89'
50'42"W Io: fig25.33' I
o gDZ dIRN,O pp EZ (7> ITE
I I
A Dv POB
CENTERLINE
S_
89'SW_ _ 139,
43' Pj
V1
S
OF-f RIGHT
OF WAY LOYOLA
COURT FOR
THE BENEFIT AND TRACT A 1
EXCLUSIVE
USE OF: (COMMON AREA) 53.
64' RIGHT OF WAY MANIBHAI
N. PATEL LANDAMERICA
GULFATLANTIC TITLE I PHC
TITLE CORPORATION PULTE
MORTGAGE, LLC. I LAWYERSTITLEINSURANCECORPORATIONNOTE:
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 02/16/06, 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 VERTICALCONTROLASSHOWN. BEARINGS
SHOWN HEREON ARE BASED ON THE
WESTERLY LINE OF LOT 48 BEING
N00'09'18"W PER PLAT. FIELD
DATE:) 11/16/05 REVISED: SCALE:
I" = 30 FEET APPROVED
BY: SJ REVISE
CERT 3-16-06 $SO JOB
NO. ASM48956 - 48 FINAL 02/16/06 CAC FORM8OARD
11/22/05 CAC DRAWN
BY: PLOT PLAN 6-02-05 DLC LEGEND
BUILDING
SETBACK LINE CENTRUNE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER f??+;"
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 FNO
FOUND FPL
FLORIDA 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 1.3/6393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA 32789- (
407) 426-7979 FND
NAIL AND DISC LB
N65 (02/I6/D6) 0
FND 1/2" IRON ROD AND CAP LB /6393 (02/16/06) SET
1/2" IRON ROD AND CAP LB
06393 (02/16/06) 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 PRIVAT«
PERPETUAL ParLiENON-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 VALID WITHOUT.
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. 1
FOR
THE
FIRM
JAMES
JAY JILES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 48, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE.
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REOUIREMENTS SET FORTH IN THE CITY OF
SANFORD CODE CHAPTER 5, SEC. 6-7(A).
TRACT A
COMMON AREA)
25.33'
N89'50'42"E
n-OT 48
97.34'
DP
e COVER[ LOT 47 LOT 46 LOT 45 LOT 44 LOT 43
zo'
vAtw .•
r-
XI 1
Z
II
CENTRED oeENTRY
1I
IVOQpl
i
I
ivV1
img0 I gPp. o
CO 1" I m
A- F al Iww 0
1"=30'
GRAPHIC SCALE
0 15 30
TRACT A
COMMON AREA)
C. ^Si i IvtPOB 11
rn /Tq\ 11I1111I 7.
0' 6.
3' 12.
0' .J L_ CONCRETEDRIVEWAY
I$ 1
p — — — — 97.34 W 1 mI • /
i
Z
S89'
50'42"W > 25.
33' t.;
a o r DZ n;
11. I i ziiD ct
I <
n voe ' _ _ _ _ !
S89'S0'42'W PI '"I^
CENTERLINE
OF J - — 139.43' - — - — - — - RIGHT
OF WAY LOYOLA
COURT , FOR
THE BENEFIT AND TRACT A I EXCLUSIVEUSEOF: 6(
C "Rlc` AREA) HT
OF WAY MANIBHAI
N. PATEL LANDAMERICA
GULFATLANTIC TITLE I PHC
TITLE CORPORATION PULTE
MORTGAGE, LLC. LAWYERS
TITLE INSURANCE CORPORATION 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 02/16/06, 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 FAR.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 48 BEING
N00'09'18"W PER PLAT. FIELD
DATE:) 11/16/05 REVISED: SCALE:
I" = 30 FEET APPROVED
BY: SJ IREVISE CERT 3-16-06 SSO LEGEND
BUILDING
SETBACK LINE CENTERLINE
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 FND
FOUND FPL
FLORIDA POWER AND LIGHT ID
IDENTIFICATION L -
ARC LENGTH LB
LICENSED BUSINESS LS
LICENSED SURVEYOR M)
MEASURED CHU
OVERHEAD UTILITY LINE AMERICAN
SURVEYING & MAPPING CERTIFICATION
OF AUTHORIZATION NUMBER LB/6393 1030
N. ORLANDO AVENUE. SUITE B WINTER
PARK, FLORIDA 32789- (
407) 426-7979 FND
NAIL AND DISC s
Le 068 (02/16/06) 0
FNO 1/2" IRON ROD AND CAP LB #6393 (02/16/05) OSET
1/2" IRON ROD AND CAP LB06393 (02/16/06) IN
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 PIE
PARKER KALON POC
POINT ON CURVE PAL
POINT ON LINE PP
PRIVATE PERPETUAL 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 VALID WITHOUT.
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. 3r/,
7 99/010 JOB
NO. ASM48956 - 48 FINAL 02/16/06 CAC FORMBOARO
11/22/05 CAC DRAWN
BY: PLOT PLAN 6-02-05 OLC FOR
THE
FIRM
JAMES
JAY ALES PSM #4997 DATE
G
PLAT OF SURVEY
DESCRIPTION: (UNRECORDED)
LOT 43, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
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 A
COMMON AREA)
25.33'
N 9-50'42"E 1" = 30'
17.34'
U GRAPHIC SCALE
0 15 30
UPI I LOT 43
LOT 48 LOT 47 LOT 46 LOT 45 LOT 44 o0 0
T r-• I6 ,zo'
1 „
1 1
1 1 . erm 6
z :
Y
1n TRACT A
COMMON AREA)
O
S O 8N
0
i 8 ^Yl ^ 01
r / \ PDB
1 C 1 1
J 'I
I i I 1
I 1 1
1 I I
I111
i ' 3'
7.0'
I 1 1
1 I 1
I 1 1
1 .J L. `12.0'
11I CONCRETEDRIVEWAY C
Fm q 97,
34' o PI e
S89'50'42"W I g25.33' NIO
1 >
E I
I
POO
S69'50'42"W ------ PI CENTERLINE
OF 139.43'----- RIGHT
OF WAY J
LOYOLA
COURT TRACT
A COMMON
AREA) 63.
84' RIGHT OF WAY 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 02/16/06, 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 43 FIELD
DATE:) 11/16/05 REVISED: SCALE:
I" - 30 FEET APPROVED
BY: SJ JOB
NO. ASM48956 — 43 FINAL 02/16/06 CAC FORMBOARD
11/22/05 CA DRAWN
BY: PLOT PLAN 6-02-05 DLC LEGEND
BUILDING
SETBACK LINE CENTERLINE
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 SLA C/W CONCRETE WALK F.
E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY FND
FOUPD FPL
FLORIDA 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 1.8/6393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA 32759— (
407) 426-7979 QFND
NAIL AND DISC LB
p68 (02/16/O6) 0
FND 1/2' IRON ROD AND CAP LB /6393 (02/16/06) SET
1/2- IRON ROD AND CAP LB /
6393 (02/16/06) 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 PERPETUAL 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 PAO THIS
IS A BOUNDARY SURVEY NOT VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. FOR
THE
FIRM
JAMES
JAY ALES PSM #4997 DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 49, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 THROUGH 92 OF THE. PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
LOYOLA COURT
r
TRACT A
COMMON AREA)
83.84' RIGHT OF WAY
POO CENTERLINE OF
RIGHT OF WAY - S89'50'42-W l
139.4S - -
N89'50'42"E
t2 o T F-
iw
S of
O
D q~oag OW114C3CO
e. IdoC7Ocs
O i
m 1
i>
c pr0
1%COO Igo
D
8 A i i nl rri
LOT 49 ;[
Lu-
25.33'
TRACT A
COMMON AREA)
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).
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 03/O1/06, 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 OM 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.
ON THE WESTERLY LINE OF LOT 49
BEING N00'09'18"W, PER PLAT.
FIE ) 11/15/05 1
SCALE- 1" = 30 FEET
APPROVED BY: SJ
JOB NO. ASM48957 - 49
PLAN 8-02-05 DLC
97.37'
LEGEND
1"=30'
GRAPHIC SCALE
0 15 30
m N
f nD
Iz IT1
8
1
I
1
I
STOCKTON DRIVE
TRACT A
COMMON AREA)
BUILDING SETBACK LINE
CENTERUNE
RIGHT OF WAY LINE
DUSTING 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 CCON TTEE 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 1/2- IRON ROD AND CAP
LB P393 (03/01/05)
FND NAIL AND DISC
LB %88 (03/01/05)
FND 1/2' IRON ROD AND CAP
0 LB j8393 (03/Ol/05)
DENOTES DELTA ANGLE
P) PER PLAT
PC DENOTES POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PI DENOTES POINT OF IN7ERSECTK
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON LINE
PPNE PRIVATE PERTUAL NON-EXCL.US1
PRC DEN07ES POINT OF REVERSE CU
PRM PERMANENT REFERENCE MONUI
PSM PROFESSIONAL SURVEYOR AND
PT DENOTES POINT OF TANGENCY
R RADIUS
RP RADIUS POINT
S/W SIDEWALK
TYP TYPICAL
UP UTILITY PAD
POB POINT ON BOUNDARY
THIS 15 A BOUNDARY SURVEY NOT VAUD
MATHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA UCENSED
SURVEYOR AND MAPPER.
IVA
FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATE32789- (407) 420-7979
AS RECORDED IN PLAT BOOK
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOTS 55-60, REGENCY OAKS UNIT ONE
PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
LOP L
1001-
1
UNRECORDED)
TRACT A
COMMON AREA)
122.67'
N 89'50' 42"E
oLOT 60 LOT 59 ;LOT 58 1 LOT 57 ;LOT 56 LOT
BUILDING SE79AC I r 1 .3 • ,• t t y
LINE PER PLAT 1 I LIVERED MOVER I oC'OMR61 y4I
o COVER D OVI
1.7' - OA 10:.' PATIO I ,PA110';• •PATIO•r 1 , •PATI SPA
0 18.3 18.0 18.0 18.0' 18.0'
IOi 1665 I6B2 1546 1546 1682
GALLIANO SAAN CARLO FLORENTINO FLORENTINO SAAN CARLO
C3 I I PROPOSED BgILDING TYPE,' 6A
p i COVERED FINISH FLOOR fLEVATION=47.10
O ^ OD
ENTRY
n p I.1 IV
ld 00
G
D
C 1081. 6 7'
o 6.0' 6.0' 5 0' 6:D' COVERED
A COVERED ;• y+ i', COVERED COVERED " ENTRY
B.3' ENTRY . ,:•'• L' ENTRY ENTRY
7.0' r
S89'50'42"W
0:
122.67' 1
IM
ZI1
POB e -
CEN7ERLINE OF 139.43'
RIGHT OF WAY
SETON HALL COURT
TRACT A
COMMON AREA)
63.84' RIGHT OF WAY
DETAIL C
BUILDING SETBACKS
FRONT: 5'
REAR: 5'
SIDE: 5'
PREPARED FOR:
PULTE HOMES
1. ELEVATIONS SHOWN ARE PER ENGINEERING
PLANS PROVIDED BY THE CLIENT,
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
IST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA
URNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
NLY'
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0040 E DATED 4/17/95 AND FOUND
THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X
AREA OUTSIDE 100 YEAR FLOOD PLAIN
THE SURVEYOR MAKES NO GUARANTEES AS TO THE
ABOVE INFORMATION. PLEASE CONTACT THE LOCAL
FIELD DATE:)
SCALE: 1 e 30 FEET
APPROVED BY: Si
JOB NO. ASM48958
DRAWN BY:
60
REVISED:
PLOT PLAN 5-02-05 DLC
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
I
1 30'
GRAPH
1 0 15 30
PI
STOCKTON DRIVE
TRACT A4-1 (COMMON AREA)
554RIGHT OF WAY VARIES EU
c 1
m
7.
0' I
N I I
1665
0 CALLIANO
1 Q I
0 COVERED
1
ENTRY
CO
I n T. OD
N O C o
In1
m Dv
O
I n
7.
11 I C Flj
12.
0, I 1
0ct
IA 0 M I C. A
NGy, O 0U
N
PCm
N PI I
I
LEGEND
BUILDING
SETBACK
LINE MLW MINIMUM LOT WIDTH CENTERLINE POB
POINT ON BOUNDARY POL POINT
ON LINE RIGHT OF
WAY LINE PCC POINT OF COMPOUND CURVATURL A PROPOSED
ELEVATION POC POINT ON CURVE OR OFFICIAL
RECORD PROPOSED DRAINAGE
FLOW PD PLANNED DEVELOPMENT o DENOTES
DELTA ANGLE CONCRETE L
DENOTES
ARC LENGTH PSM PROFESSIONAL
SURVEYOR do MAPPER C.B. DENOTES CHORD BEARING LB LICENSED
BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED
SURVEYOR PI DENOIES POINT OF INTERSECTION PRM PERMANENT
REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT
CONTROL POINT PT DENOTES POINT OF TANGENCY P) PER
PLAT TYP TYPICAL M) MEASURED
A/C AIR CONDITIONER CALC) CALCULATED
CBW CONCRETE BLOCK WALL FND FOUND
RP RADIUS POINT C/W
S/W
CONCRETE WALK
SIDEWALK R
CS
RADIUS
CONCRETE
SLAB
CP CONCRETE
PAD C CHORD LENGTH PB PLAT
BOOK R/W RIGHT-OF-WAY PGS PAGES
ORB OFFICIAL RECORDS BOOK NC NATURAL
GRADE UP UTILITY PAD 50. FT.
SOLIARE FEET AMERICAN SURVEYING &
MAPPING CERTIFICATION OF
AUTHORIZATION NUMBER 1.8/6393 1030 N.
ORLANDO AVENUE, SUITE B MINTER PARK,
FLORIDA 32789 (407)
425-7979 1. 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 2. NO
UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT
AS SHOWN. 3. NOT
VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND
AUTHENTICATED ELECTRONIC SEAL S//vy
FOR THE FIRM
JAMES
SAY
JILES PSM #4997DATE
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 61, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 — 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
1" — 30'
GRAPHIC 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 0, SEC. 6-7(A).
SETON HALL COURT
03.34' RIGHT OF WAY
TRACT A
COMMON AREA)
ROADWAY, ACCESS, RECREATION
LANDSCAPE, DRAINAGE do
UTILITIES
559'S0'4rW
CENTERLINE OF 139.43 — -
RIGHT OF WAY
Alv
t0 1In
25.33'
N89'50'42"E
n 97.34'
OT 62 LOT 63 LOT 64 LOT
uO 1
iu I
I MVEWAY
I
Z 0.3' o
vQ
OO
III cn
00 > . yCf7 O O
I19
l I OOvp
it e. mM.Y'^a Q
n2 -ma O
i
I
i O
I>: ••
m o
R, o
m
z 11
LOT 61
S89'50'42"W
25.33'
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 03/25/06, 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 Om E
DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO
UE IN ZONE X, AREA OUTSIDE THE 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 SWINDLE COUNTY
VERTICAL CONTROL AS FURNISHED.
FIELD DATE:) 11/16/05
SCALE- 1' - 30 FEET
APPROVED BY: SJ
JOB NO. ASM48959 - 81 SAL 03/28/05 CAC
FORMBOARo 1z-01—O5 vH
DRAWN BY:
aian/±nnc a.cPLRI, PLAN 0-02-05 DLCer,wna wc ennao .:..-
97.34'
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
p11il$$1 P4 PyIII PC
QZ
41
PI
I
I
65
LOT 66 1 0 LEGEND
BUILDING
SETBACK LINE CENTERLINE
RIGHT
OF WAY LINE EXISTING
ELEVATION A/
C AIR CONDITIONER rT^,!",
CONCRETE C
CHORD LENGTH C.
B. CHORD BEARING CBW
CONCRETE BLOCK WALL CNA
CORNER NOT ACCESSIBLE CP
CONCRETE PAD CS
C/W CONCRETE WALK WALKF.
E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND
FOUND FPL
FLORIDA POWER AND LIGHT ID
IDENTIFICA71ON L
ARC LENGTH LB
LICENSED BUSINESS LS
LICENSED SURVEYOR M)
MEASURED OHU
OVERHEAD UTILITY LINE 0'
2
SANDCAP LB931` 113 FND
NAIL AND DISC LB #
85 (03/25/05) FND
1/,2 IRON ROD AND CAP LB /
0393 (03/20/00) 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 PUB
POINT ON BOUNDARY THIS
IS A BOUNDARY SURVEY NOT VAUD WITHOUT
THE SKxYA:URE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA MCU4SED SURVEYOR
AND MAPPER. FOR
THEFIRM
JAMES
JAY ALES PSM #4997 DATE 32789- (407) 425-7979
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 110, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 — 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
1"-30'
GR PHIC SCALE
0 15 3D
NOTE:
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE THE
REQUIREMENTS SET FORTH IN THE CITY OF
SANFbRD CODE CHAPTER 8. SEC. 0-7(A).
FOR THE BENEFIT AND
EXCLUSIVE USE OF'
PULTE HOMES
INN A
r
POB
e""00,
ox
0v
O
P{
P O
I
r
NOTE: /Q SET 1 2" IRON ROD AND CAP
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 03/28/06, 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 1
DATED 04/17XX,, 0. AND FOUND THE SUBJECT PROPERTY APPEARS 70
UE IN ZONE AREA OUTSIDE DIE 10D YEAR FLOOD PLAIN. 7HE
SURVEYOR MAKES NO GUARANTEES AS 70 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 FURNISHED.
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
LB 10393 (03/25/06)
FND NAIL AND DISC
LB j68 (03/28/06)
0
FND 1/2" IRON ROD AND CAP
LB /8393 (D3/26/06)
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 INIMSEC71DN
PK PARKER KALON
POC POINT ON CURVE
POL POINT ON UNE
PPNE PRIVATE PERTUAL NON—EXCLUSIVE
PRC DENOTES POINT OF REVERSE CURVATURE
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PT DEN07ES POINT OF TANGENCY
R RADIUS
RP RADIUS POINT
S/W SIDEWALK
YYP TYPICAL
UP U71UTY PAD
POB POINT ON BOUNDARY
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 WESl;ER4Y LINE OF LOT 110
BQ G 4 `IS 22 W PER PLAt
SCAT
DATE:)
30 FE T
REVISEDs
SCAT E• 1' - 30 FEET
APPROVED BY: SJ
AMERICAN: -SURVEYING:. &. MAPPING HE
ASM43964 — 110 CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 THE
LOB N0.
FORMBOARD 12-01-08 VH 1030 N. ORLANDO AVENUE. SUITE B FIRM
DRAWN BY:
WINTER PARK, FLORIDA
JAMES JAY ALES PSM 4997 DATECLOT. PLAN B-02-05 DLC 32709— (407) 428-7979
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 107, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK 68, PAGES 88 — 92 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
1
I SC
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).
cl<'
lY
v`ry P
0
J''
i 0
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
jTloD(a
z
9o
NciN!r
GAG ,1
Fp
ZOO.
00i
1a
POO
Olt
i
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 03/20/06, 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 TOUEINZONE % AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE
SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION.
PLEASE CONTACT THE LOCAL F.E.M.A. AOENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASFURNISHED.
BASED
107
FIELD DATE:) 11/16/05
SCALE- 1 a 30 FEET
APPROVED BY: SJ
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
CHU OVERHEAD UTILITY LINE
1/Y IRON ROD AND CAPSET
LB 16393 (03/28/05)
FND NAIL AND DISC
LB /BB (03/23/00)
0 FND 1/2'IRON ROD AND CAP
LB /6393 (03/25/06)
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
RPS/W SIDEWALKgNT
TYP TYPICAL
UP UTILITY PAD
POB POINT ON BOUNDARY
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
JOB NO. ASM45964 - 107 C
FORMBOARD 12-01-06 W
DRAWN BY:
III PLAN 6- \•u•eanr• 1/in/+nn¢ a.e 02-00 PLC
21CAN SURVEYING do MAPPING
CATION OF AUTHORIZATION NUMBER LB/6393 FORFO1030N. ORLANDO AVENUE, SUITE B THE
WINTER PARK, FLORIDA FIRM
327B9- (407) 420-7970 JAMES JAY ALES PSM #4997 DATE
I r'"
PLAT OF NEY
y
AS RECORDED IN PLAT BOOK
DESCRIPTI(;. Y; LOT 67, REGENCY 6AKS
PAGES OF THE PUBLIC
NOTE -
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
UNIT ONE
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).
13 STOCKTON DRIVE
TRACT A
I COMMON AREA)
RIGHT OF WAY VARIES 1"3p'
GRAPHIC SCALE
PI 58950'42_W 400.64'
24.97' 1 375.67'
3 I
4 7— CENTERLINE OF
RIGHT OF WAY -------
0 15 30
I o I- h
in
V
PC
g169-50'42;'E
125.33ItfilCONCRETEDRIVEWAY
T.::e.o' — 133.34' I 12.0'
19.28,
I
I I
7.0' II
6.3'
II
co
I I`rn 3 YY
5.E U
L J
04.0...00
I
99O
J,1
0
v,
WO
FZ
W
I_ n 1 W
a0 0 0 O O '
Z N
I t
I z
183'
SCREENED
ENCLOSED
PATIO
1
1
7.0' 1
1 r ~
p 1I
I
PC
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
NOTE:
133.34'
25.3
S89'50'42"W
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 11-22-05. UNLESS OTHERWISE
SHOWN.
3. THE SURVEYOR HAS NOT ABSTRACTED THE
AND SHOWN HEREON FOR EASEMENTS, RIGHT OF
NAY, RESTRICTIONS OF RECORD WHICH MAY
4FFECT THE TITLE OR USE OF THE LAND.
1. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
00ATED EXCEPT AS SHOWN.
i. BUILDING TIES SHOWN HEREON ARE TO
INFINISHED FORMBOARD/FOUNDATION AND ARE
IOT TO BE USED TO RECONSTRUCT THE
IOUNDARY LINES.
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040
DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS
3 UE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE
JRVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
FORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR
ERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON
EMINOLE COUNTY VERTICAL CONTROL AS FURNISHED.
FIELD DATE:) 07/05/05
SCALE: 1• a 30 FEET
APPROVED BY: SJ
JOB N0. ASM43960-67 IFINAL 11-22-05 VH
FORMBOARD 07/20/05 CAC
DRAWN BY:
PLOT PLAN 6-02-05 DLC/RB
G:\ASM48\ASM48960.d.g. 11/30/2005 2:01:20 PM
I
TRACT A
COMMON AREA)
ROADWAY, ACCESS,
RECREATION, LANDSCAPE
DRAINAGE k UTILITIES
LEGEND
BUILDING SETBACK LINE
CENTERLINE Q FND NAIL AND DISC
RIGHT OF WAY LINE LB N68 (I1-22-OS)
EXISTING ELEVATION SET 1/2" IRON ROD AND CAP
A/C AIR CONDITIONER
LB /6393 (11-22-05)
CONCRETE G DENOTES DELTA ANGLE
P) PER PLAT
C CHORD LENGTH PC DENOTES POINT OF CURVATURE
C.B. COW CHORD BEARINGCONCRETEBLOCK WALL PCCPCP POINT OF COMPOUND CURVEPERMANENTCONTROLPOINTCNACORNERNOTACCESSIBLEPIDENOTESPOINTOFINTERSECTIONCPCONCRETEPADPKPARKERKALON
CSC/W CONCRETE SLABCONCRETEWALK
POC
POL
POINT ON CURVE
POINT ON LINEF.E.M. FND A. FEDERAL EMERGENCY MANAGEMENT AGENCYFOUND PRC DENOTES POINT OF REVERSE CURVATURE
ID IDENTIFICATION
PRMPSM PERMANENT REFERENCE MONUMENTPROFESSIONALSURVEYORANDMAPPERL
LB
ARC LENGTH
LICENSED BUSINESS PTR DEN07ES POINT OF TANGENCY
RADIUS
LS LICENSED SURVEYOR RP RADIUS POINT
M) MEASURED S/W SIDEWALK
OHU OVERHEAD UTILITY LINE TYP TYPICAL
UP UTILITY PAD
AMERICAN SURVEYING &MAPPING
CERTIFICATION OFOF NUMBER LB8393 1030
N. ORLANDO AVENUE, SUITE B WINTER
PARK, FLORIDA 327119 (
407) 425-7979 THIS
IS A BOUNDARY SURVEY NOT VAUD WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. f,
30 OS FOR
THE
FIRM
MES
JAY JILES PSM #4997 DATE
r
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 76, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY
W
0
FOR THE BENEFIT AND
EXCLUSIVE USE OF. Q PI --
INGEBORG FRITZ CHARD Z IPULTEMORTGAGE, LLC
PHC TITLE CORPORATION 0
LANDAMERICA GULFATLANTIC N
LANDAMERICA LAWYERS TITLE
NOTE: "•+
1. ALL DIRECTIONS AND DISTANCES HAVE
BEEN FIELD VERIFIED AND ANY.
INCONSISTENCIES HAVE BEEN NOTED ON TH
SURVEY, IF ANY.
a
2. PROPERTY CORNERS SHOWN HEREON n
SET/FOUND ON 11-14-05. UNLESS OTHERWISE 0
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.
S. BUILDING TIES SHOWN HEREON ARE TO
UNFINISHED FORMBOARD/FOUNDATION AND ARE
JNOT TO BE USED TO RECONSTRUCT THE
1-BOUNDARY LINES
1 HAVE EXAMINED THE F.LRAL COMMUNITY PANEL NO 120294
0040 E DATED 4/17 5 AND FOUND THE SUBJECT PROPERTY
APPEARS M LIE IN MdE K AREA OUTSIDE 100 YEAR FLOOD
PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS 70 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 FURNISHED.
FIELD DATE) 07-05-05
LREVISED: SCALE_- 1' - 30 FEET
APPROVED BY: SJ
g CER7S 12/7/05
JWJOBNo. ASM48961-76 11-14-05 VH
1IL29
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STOCKTON DRIVE
TRACT A
COMMON AREA) A354
RIGHT OF WAY VARIES - - _ _ _ _ _ S8_9'50'42'W
CENTERLINE OF J 361.59' —T
RIGHT OF WAY xi
N 89'50'42"E
r% ..
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120'
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LANDSCAPE, DRAINAGE do UTILITIES
THIS IS A BOUNDARY SURVEY NOT VAUD
WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
ERICAN SURVEYING do MAPPING
FORIFICATIONOFAUTHDRRAIIDNNUMBERLBfS393
1030 N. ORLANDO AVENUE THESUITEB THE
WINTER PARK FLORIDA FIRM
r.32789 (407) 426-7979 JAMES JAY JILES PSM #4997 DATE
W
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GRAPHIC SCALE
0 is 30
TRACT A
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LANDSCAPE, DRAINAGE & UTILITIES
LOT 83
NOTE:
WE DO NOT ACCEPT RESPONSIBILITY FOR
ANY ERRORS THAT MAY OCCUR FROM THE
USE OF THE UNRECORDED / PROPOSED
PLAT THIS PLOT PLAN IS BASED ON.
LEGEND
cENl!ERL wr. Q FND NAIL AND DISC
RIGHT OF WAY LINE LB /
1(
11-14-05)
EXISTING ELEVATION 0 1ON GP
A/C AIR C007MER
1018J631RA)ND
CONCRETE
A DENOTES DELTA ANGLE
P) PER PLAT
C CHORD LENGTH PC DENOTES POINT OF CURVATURE
C.B. CHORD BEARING PCC POINT OF COMPOUND CURVE
CBW CONCRETE BLOCK WALL PCP PERMANENT CONTRC. POINT
CNA CORNER NOT ACCESSIBLE PI DENOTES POINT OF NTERSEC710N
CP CONCRETE PAD PK PARKER KALON
CS CONCRETE SLAB POC POINT ON CURVE
CONCRETE WALK POL POINT ON LNE
E.M•A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF MVERSE CURVATURE
FWDID FOUND
IDENTIFICATION
PRM PERMANENT REFERENCE MONUMENT
ARC
PSI PROFESSIONAL SURD AND MAPPER
POINT OF TANGENCY
LLB LICENSED BUSINESS It RAADDUS
LS UCENSED SURVEYOR RADIUS POINT
M) MEASURED SRP
oHU OVERHEAD uTIL17Y LINE TV
P
TYPICAL
Imlm Pip
AS RECORDED IN
1"=30'
GRAPHICS SCALE
0 15 30
LEGEND
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 83, REGENCY OAKS UNIT ONE
PLAT BOOK PAGES OF THE PUBLIC RECORDS OF
RLP 49 (UNRECORDED) Pc
N
I-
g
TRACT A -
COMMON AREA)
ROADWAY, ACCESS, RECREATION,
LANDSCAPE, DRAINAGE do UTILITIES
BUILDING SETBACK LINE
ZCENTERLINE
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 Z WCPCONCRETEPADOF
CS CONCRETESLAB FQQ 7 C/
W WALK F.
E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY W ID
D FOUND IDENTIFICATIONDEnFlCATIONIxL ARC
LENGTH Q W w LB LICENSEDBUSINESSLSLICENSED
SURVEYOR I— < V M) MEASURED
Vz U zo OHU
OVERHEAD UTILITYLINEc3QQFND NAIL AND
DISC Q 2 U p LB /88 (11-
14-03) O2 0 SET 1/
2 IRON ROD AND CAP U >: p LB 05393 (11-
14-05) DENOTES DELTA ANGLE
O InA P) PER PLAT
O PC DENOTES POINTOFCURVATUREztrQPCC POINTOFCOMPOUNDCURVEJPCPPERMANENTCONTROL
POINT PI DENOTES POINT
OF INTERSECTION PK PARKER KALON
POC POINT ON
CURVE POL POINT ON
LINE 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
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
11-14-05, 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
DATm 4/1 05 AND FOUND THE SUBJECT PROPERTY APPEARSTOLIEINZONEXAREAOUTSIDE100
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
FURNISHED. FIELD DATE:) 08-
23-05 REVISED: SCALE. 1" - 30
FEET APPROVED BY. SJ
JOB NO. ASM43982-
83 FINAL 11-14-08 VH FORMBOARD 07-01-
05 VH DRAWN BY: RgTj"?
5-02-05 DLC/JML b rz 78.
00brz N89051'00"El
TWO STORY CONCRETE BLOCK
H rk
WOOD FRAME
O
RESIDENCE FINISH FLOOR
J .,w
ELEVATION - 50.54 SEMINOLE COUNTY, FLORIDA s -
s 11S89PARTY WALL
51 00"W q
78.00 I LOT
84 I
I
LOT 85
I
LOT
88 LOT
87
I I
00 j
LOT
88 r
I I I
LOT
89
I
I I ILOT
90
I
I 589'S1T00
W ------
78.
00' LOT 91
FOR THE
BENEFIT AND
EXCLUSIVE USE OF: PULTE
HOMES AMERICAN SURVEYING
do MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER
LBP.Iga 1D30 N. ORLANDO AVENUE,
SUITE B WINTER PARK, FLORIDA 32769 (
407) 420-7979
LLB 0 5.0•,
O
0
Ln 0
1
N
V) PT
ta..
OQ ZW
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10
I
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0
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51'00"
W
N 37.42' — — o 0
o; I PI SAGINAW
DRIVE
THIS
IS
A BOUNDARY
SURVEY NOT VAUD WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA UCENSED SURVEYOR AND MAPPER. FOR
THE FIRM JAY
ALES
PSM #
4997DATE
I --;
v
J
FOR THE BENEFIT AND
EXCLUSIVE USE OF:
PULTE HOMES
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 75, REGENCY OAKS UNIT ONE
AS RECORDED IN PLAT BOOK PAGES OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA
UNRECORDED) -
0
STOCKTON DRIVE
TRACT A
COMMON AREA) tk55A
RIGHT OF WAY VARIES- S-8-9'50'4-2—'W
RIROFA361.
59' CENTERLINEJ3
N89'
50'42"E 25.
33'6.1-- a•'
e:or` 133.34'— - 120'
NOTE:
7.IV Nis w 1.
ALL DIRECTIONS AND DISTANCES HAVE BEEN
FIELD VERIFIED AND ANY W P 00 INCONSISTENCIES
HAVE BEEN NOTED ON THE SURVEY,
IF ANY. mY(
M
e UI:0)6 12.
PROPERTY CORNERS SHOWN HEREON WERE F IFisli f f 1,
P Ib J O . J ILSET/
FOUND ON 11-14-05, UNLESS OTHERWISE o c6 Q 0 r- SHOWN.
J I
O S O 3.
THE SURVEYOR HAS NOT ABSTRACTED THE O N LAND
SHOWN HEREON FOR EASEMENTS, RIGHT OF Z m
WAY,
RESTRICTIONS OF RECORD WHICH MAY LOT 75 AFFECT
THE TITLE OR USE OF THE LAND. 1as' 7.
0' a4.
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 RECONSTRUFT THE BOUNDARY
LINES. 1
HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 DD40
E DATED 4/17[/05 AND FOUND THE SUBJECT PROPERTY APPEARS
70 LIE IN LONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN.
THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE
WFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT
FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED
ON SEMINOL E COUNTY VERTICAL CONTROL AS FURNISHED. FIELD
DATE.) 07-05-05 SE;
AI F• 1' Q 30 FEET APPROVED
BY: SJ JOB
NO. ASM48961-75 DRAWN
BY. 133.
34' 39.
05' C 1' =
30' APW
SCE A 0
15 30 TRACT
A COMMON
AREA) ROADWAY,
ACCESS, RECREATION, LANDSCAPE,
DRAINAGE & UTILITES p
t25.
3Y TRACT A ROADWAY, ACCESS, RECREATION, v
S89'
50'42"W (COMMON AREA) LANDSCAPE, DRAINAGE & UTILITIES LEGEND THIS
IS A BOUNDARY SURVEY NOT VAUD WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER. I
AMERICAN SURVEYING & MAPPING I FOR
TNAL11-14-05 VH CERTIFICATION OF AUTHORIZA71DN NUMBER LBj6393 THE DRMBDARD
D7-20-05 VH 1D30 N. ORLANDO AVENUE, SUITE B FIRM NANTERPARK, FLORIDA LOT
PLAN 6-02-D5 JAL 32789 (407) 426-7079 JAMES JAY ALES PSM #4997 DATE CENTERLINE
RIGHT
OF WAY LINE E)
OSTING 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 CONCRETE
WALK EM.
A.FEDERAL EMERGENCY MANAGEMENT AGENCY FND
FOUND ID
IDENTIFICATION L
ARC LENGTH LB
LICENSED BUSINESS LS
LICENSED SURVEYOR M)
MEASURED CHU
OVERHEAD UTILITY LINE LOT
83 QFND
NAIL AND DISC LB /68 (11-14-05) 931(
111-14005) ANDCAP LLBA
DENOTES DELTA ANGLE P)
PER PLAT PC
DEN01E5 POINT OF WRVATURE PCC
POINT OF COMPOUND CURVE PCP
PERMANENT CONTROL POINT PI
DENOTES POINT OF INTERSECTION PK
PARKER KALON PDC
POINT ON CURVE POL
POINT ON LINE PRC
DENOTES PONT 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