HomeMy WebLinkAbout339 Live Oak BlvdyV3 '•Ti. `! 2 i w ..e. y i p L` F �. t( � '?� x y i
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CITY OF SANFORD PERMrUAPPLICATION ' k
Permit #: / I D �f Date V v
Job Address: �� q ��ri1 i' Q 3Z 3
led
Description of Work: S
Historic District: Zoning: Value of Work: $ ��
Permit Type: Building. Electrical %/" Mechanical Plumbing Fire Sprinkler/Alarm PoQI .
Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole ,r
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1F. 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 Tyne: 00 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 4 nn(A/tttachpPlroo of
Owners Name & Address: P /ti �� 0/l VIS 7J'MJ % ✓V 0A K 9l ��
Contractor Name &'Address:
Phone & Fax:
Bonding Company:
.address:
.Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone: 707' 3Z2 –Z t7 O
State License Number:
Contact Person: Phone:
Phone:
Fax:
Application is hereby [Wade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comrrmencert prior to time
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicablelaws reguiating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT` 1N 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 ofyArmit�is�verificaA that ywill notify the'owner of the property of the requirements of Florida Lien Law, FS 713.
Si--datufe/bf
Pri
Date Signature of Contractor/Agent Date
3a 0
?.
Commission #0163723
Nom. Q Expires: Dec 20, 2005
�9�OF F�OQo� Bonded Thru
or
�y—Produce t rI @ k 91J (itl Mor
t'roduct:d ID r
-r�t-3
AVP LICATION APPROVED BY: Bldg: 3 Zoning:
Ini ial & Date)
lacciai Conditions:
Print Contractor Agent's Name
Signature of Notary -State of Florida Date
Cori mdctor/At•: is _ Personally Known to Me or
Produces :D
(Initial & Date)
Lt:::its: FD: _
(Initial & Date) (IrZna &I Da
An owner of property making application for permit, supervising, and doing the work in connection with
the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence
for his or her own use and occupancy and not intended for sale or an owner of property when acting as his
or her own electrical contractor and providing all material supervision himself or herself, when building
or improving a farm outbuilding or a single-family or duplex residence on such property for the
occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial
building with aggregate construction costs of under $25,000 on such property for the occupancy or use of
such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale
or lease, or offering for sale or lease, of more than one such structure by the owner -builder within 1 year
after completion of same is prima facie evidence that the construction was undertaken for purposes of sale
or lease. This subsection does not exempt any person who is employed by such owner and who acts in
the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the
owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an
owner shall personally appear and sign the building permit application.
State law requires electrical contracting to be done by licensed electrical contractors. You have applied
for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to
act as your own electrical contractor even though you do not have a license. You may install electrical
wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in
a commercial building the aggregate construction cots of which are under $25,000. The home or
building must be for your own use and occupancy. It ma_y not be built for sale or lease. If you sell or
lease more than one building you have wired yourself within 1 year after the construction is complete, the
law will presume that you built it for sale or lease, which is a violation of this exemption. You may not
hire an unlicensed person as your electrical contractor. Your construction shall be done according to
building codes and zoning regulations. It is your responsibility to make sure that people employed by you
have licenses require by state law and by county or municipal licensing ordinances.
I, do hereby state that I am qualified and capable of performing the
reque to o true i n involved with the permit application tiled.
I will assume full responsibiliv as an Owner/Builder Contractor, and Nvill personally supervise all work
allowed by law on the permitted structure.
ature of Notary—State of Florida Date
vner is Personalh Known to Me or has
Produced ID
3
00
O FD
CD
'n 0.. CD
00_�
00 S N d
n2
oWx
�W�
CITY OF SANFORD BUILDING DIVISION
OWNER/BUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within 1 year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as yot.ir oavn
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presun:,e that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You r oa_y
not hire an unlicensed person to act as your contractor or to supervise people working on your
is your responsibility to make sure that people employed by you have licenses required by stage law arid
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, buildinnil
d zoning regulations.
I, , do hereby state that I am qualified and capable of performing the
Yff
reque eF Foftruc`tif involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
Ow Personally Known to Me or has
roduced 1D
4
ui g Date
ature mom:
&V Jim
LO
Print Owner/Su lder Name
be N 0
I rre-of Notary—State of Florida Dat —_J
o W
crew �.
Ow Personally Known to Me or has
roduced 1D
` l y
FOR, JEFF JP-OKIMS
SANFo2D, FLA 32,771
(4 07) 322 .-217 0
SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEVVED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL 8E
CONSTRUED TO B� A LICENSE TO"PROCEED WITH
THE WORK AND NOT AS AUTHORITY TO VIOLATE,
CANCEL ta,LTER OR SET ASIDE ANy OF THE
FROVISIONS pF , H� TECF f ICAL rpDF,S, NOR SHP.LL
GE iAI,COi Cy
'tP^LVF^dT i:dE DUiLDING
Tii7n.! _7,..::... THE
(RING .=a CORREC-
OR O i' IcR V,'. _.,.'. , . F ' + '-'` S- PJ '-'RUCTION
U �, THE ,- ..
/y
F111KS..
Con
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Lot. s& Hidden Lake Phase III. Unit IV as
recorded in Plat Book 28, Pages 1 and 2 in
the Public Records of Seminole County,
Florida.
Subject to any Rights -of -Way and easements
of record.
NOTES:
Bearings are based on Plat
Indicates found rebar
.fty urdersic) od hex -4W certifies that
he has*oonumltsd the redeLa Flood
I,w>r'arios Rabe PAP - Ooneamity Fanal
m=bar 120294 00058 tEffecti— Date
septwtxr 17, 1950) and finds the
buildirq dvAn hereon not to lie within
arty 104 -year flood areas Wwwn thereon.
This• survey meets the minimum technical
standards as established by the Florida
Board of Land surveyors per Section
172.07, Florida statutes.
SURVEYOR'S CERTIFICATION: We
hereby certify that the
attached "Sketch of Survey" oi8
the above described property
true and correct to.the best of
our knowledge and belief as
recently surveyed under- our
direction
.
DONALD NMCINTOSH ASSOCIATES, INC.
C Z4_ �
Reg. Surveyor Iio. 3993
State of Florida
NOT VALIDUNLESS SEALED
FIELD BOOK -5-X PAGE 43
)Mw , ft = SURVEY
DONALD W. McINTOS.H•ASSOCIATES INC. FOUNpATtON 7-/1.83
2200 PARK AVENUE N.. 1WNTER PARK, FLORIDA . FINAL �� �-� C•S-
32789 0 „ /L .iri w -/Z -Z6-6'3
j
Roof oroe�`)I ,PeckIng
'
Fl6crg'lass Shing
142.
2O R adgt. Pe8m
COYO ' Pe eyerY. 3R°raf.ter
Ne--5
Rs�Ters
�•�1 I z y Facies
Ipchor
AlTay
C4, corn
.� yP
Tip/ca 1
L S>A
7i�lf5T
.i
IV44 o oAl FA, -f --.t e'
/- is -Fx't
&fib+ 34
—FOP 4 1100 -4 0 IAA
k
-2 x 4 STUDS
P.T. SOLE
PLATE DONT.
3/4' P T.
PLYV00D,
SIMPSON 'LSTAIB' STRAP TIE
FASTENED V/14 -10d NAILS
AT • EACH STUD.•
P. T. SIDE
RAIL CONT.
(2) 2
SKID
GRADE
3/8- X- 3-1 LONG
.LAO BOLT.W/20. WASHER
\-SINGLE HELIX EYE ANCHOR
1/2, X 30- -A-36H STEEL ROD
(MODEL MTE-30)
HELIX] 9 CA (143')
X 4' V/2 1/Er PITCH,
S i zL it u) e �C.Incv�s I Pact s.
31
4
4
1' x 10'
4
•
S, x 12'
4
•
•' x 11'
4
e
A' x to,
4
•
•' x 1•'
4
•
•' x 20'
4
•
i' x Z:'
A
•
•' x 34'
a
t0
A' x 20'
a
10
•� x 20'
t
to
e' x -SO,
a
1s
10' x 4'
4
4
10' x d'
4
4
10' x •'
4
4
10' x 10'
4
e
10' X . 12
4
6
10..x
4
e
10' x 1A'
4
Q
10' r 18'
4
•
10' x 20'
4
•
10' x
1o' jr 24''
e
•
10' x 2•'
a
10
10' x all
•
10
10' x Sol
a
fY
10' x !2'
•
12
10' x 34'
•
12
10' x ,A'
1
12
10' x ie'
•
14
10' r 40'
•
14
12' x 4'
4
4
1s' x •'
4
4
12' x e'
4
4
12' x 10'
4
e
it' x 12'
4
e
12' x 14'
4
e
12' x 11'
e
e
12' r 1A'
e
e
12' x 20'
e
•
12' x 22'
•
•
12' x 34'
a
10
is' x 26'
•
t0
12' x 2N'
•
10
12' x 30'
•
12
fs' x 32'
0
12
31
JOIST BUCKETS 2 x 6 FLOOR
JOIST @ 16" ON CENTER
IT
III II II II II II II II II II II�
III II II II II II it - II II it IIS
II II II II II N II II II� II II
'll II II it II II II II II II Iii
III II it II II II II it II II II
III II 11 II II DBLI! 2 x s II II II II IIS
II II II II II ' II II II II II II
� SII II it II II it II II � 1! I!�
� PI II II II II it II II II Ih
II II II II II II II II
SII W II II it II II II II i! � II IIS
SII o II II II Il II II II II li II
II � it II II II II II II II ii IIS
II � II II II II II II II II 11 II
°° S I I 'N I I I I I I I I I I I I I I I I 1► I I I
II w II II II II II II II II II IIS
SII o II II it A II II II it Ii II III
II o II II it II II II II II it II
11 -IL =LI-_nt1_-IL
=Li-=u__IL�,
A MAX. SPAN BETWEEN SUPPORTS
(SEE TABLE 4.5)
VARIES
DECKING MAY BE 5/8" OR 3/4" PLYWOOD OR 5/4" x 6" OR 2 x 6 PLANKING
TYPICAL WOOD DECK FRAMING PLAN
CENTER OF GIRDER B -B
(2) SIMPSON H-5 CLIPS OR
EQUAL
DOUBLE 2" x 6" P.T.P. W/ 3/4"
PLYWOOD (PT) SPACER
NAILED vV/ #16d COMMON
GALV. (2� EACH 16" O.C.
C
Table 4,5.1 Allowable Floor or Deck Girder Spans
Girders Constructed of One (1) #2 Grade Non -dense Pressure Treated Pine
Supporting Floor Dead Loads and Live Loads
Load Width
Perpendicular Single S an
to Girder 2" x 6" 2" x 8" 2" x 10" 2"
Girder Span
4'-0"
5'-4"
7'•10"
8'-2"
9'-7"
6'-10"
4'-4'
6'-5'
6'-8"T-10"
6'-0•
8'-0"
3'-9"
5'-7"
5'-10"
6'-10"
10'-0"
3'-5'
4'-11'
5'-2"
6'-1'
12'-0"
T -i'
4'-6"
4'-9"
5'-7"
Applied Load 55 # / sq, ft
Double Span
x 6" 2" x 8" 2" x 10" 2" x 12"
Girder Span
5'-4" 7'-10" 8'-2" 9'-7"
4'-4" 6'-5" 6'-8" T-10"
3'-9' 5'-7" 5'-10" 6'-10"
3'-5' 4'-11" 5'-2" 6'-1'
3'-1" 4'-9" 5'-7''
Girder Splice 6 -3
Points' NONE NONE
NONE
Notes: 1. For posts with girders on both sides divide the load width by 2 and enter table with that value.
(. 2. Applied load includes a 10 # / sq. ft. dead load for flooring and joist. Girder weight is also considered in limiting girder spars
3. Spans between supports shall be equal.
4. Overhangs of girders shall be limited to 2'-6" joist.
5. Joists shall rest on top of girders and not be attached to the sides of girders.
6. The above tables have been restricted to reflect the maximum length of p.t.p. available which Is 20'-0'.
7. Spans may be interpolated.
Table 4.5.2 Allowable Floor or Deck Girder Spans
Girders Constructed of Two (2) #2 Grade Non -dense Pressure Treated Pine With 1/2' Plywood Spacer
Supporting Floor Dead Loads and Live Loads
Load Width
Perpendicular (2)
to Girder 2" x 6"
6'-0"
Tri le Span
8'-0"
2" x 6"
2" x 8"
2" x 10"2" x 12"
5'-11'
6'-8"
6'-8"
6'-0•
4'-10'
6'-8'
6'-8"
6'-8'
4'-3'
6'-2"
6'-0•
6,-0.
3'-9' 1
5'-7"
5'-10"
6'-8'
10'-3"
5'-l'
5' 4 "
10'-5"
Girder Splice 6 -3
Points' NONE NONE
NONE
Notes: 1. For posts with girders on both sides divide the load width by 2 and enter table with that value.
(. 2. Applied load includes a 10 # / sq. ft. dead load for flooring and joist. Girder weight is also considered in limiting girder spars
3. Spans between supports shall be equal.
4. Overhangs of girders shall be limited to 2'-6" joist.
5. Joists shall rest on top of girders and not be attached to the sides of girders.
6. The above tables have been restricted to reflect the maximum length of p.t.p. available which Is 20'-0'.
7. Spans may be interpolated.
Table 4.5.2 Allowable Floor or Deck Girder Spans
Girders Constructed of Two (2) #2 Grade Non -dense Pressure Treated Pine With 1/2' Plywood Spacer
Supporting Floor Dead Loads and Live Loads
Load Width
Perpendicular (2)
to Girder 2" x 6"
6'-0"
6'-11'
8'-0"
6'-94"
10--0-
0'-0"
10
5'-"
12'-0"
5'-2-
'-2"
1
14'-0"
4'-g•
Sin
le S an
Doub=0"2'
(2
2" x
(2)
(2)
(2)
(2)
2" x 8"
2" x 10"
2" x 12"
2" x 6"
Girder Span
2" x 6"
Girder Span
9'-3"
11'-9'
14'-4"
8'-2"
8'-5'
10'-3'
11'-11"
10'-3"
T-10"
8'-10"
10'-5"
5'-9"
7'-4"
T-11"
9'-4"
5'-2-
'-2"5'-11
5'- 11"
7'
6'-11'
T -Y
)Riled Load 55 #
Doub=0"2'
(2
2" x
Girder Spa
(2)
11'-5'
(2)
2" x 8"
11'•9'-6"
2" x 6"
Girder Span
7' 9"
11'-11'
12'-6"
14'-7'
8'-8'
10'-3"
11'•11"
7'-5'
8'-10"
10'-5'
6'-5'
T-7"
T-11"
9'-4"
6'-11'
T -Y
8'-6'
Triple SpanJ-
(2)
2" x 8"
(2
2" x
Girder Spa
11'-5'
13'-
10' 4'
11'•9'-6"
1
9'-18'-6'
7' 9"
Irer pca 11
8-1 9-6
Polnts• NONE A,B A,B,C,D
Notes: 1. Applied load includes a 10 # / sq. ft. dead load for flooring and joist. Girder weight is also considered in limiting girder spans.
2. Splicing of girders shall be @ 1/3 span points only and all splices shall be staggered.
3. Spans between supports shall be equal.
4. Overhangs of girders shall be limited to 2'-6" joist.
5. Spans may be interpolated.
r
305.6 WOOD STRUCTURAL'PANEL'SHEATHING OR SIDING USED FOR UPLIFT RES
305.6.1 Wood Structural Panel Zheathing.or Siding Used for Both Shearwalls and Ur
Wood structural panel sheathing may<be,used to resist both lateral load (shearwalls)
Shearwall requirements are determined from Tables 305P1, 2 ,3, and 4, and the required _..__....
based on the framing lumber, sheathing or siding material, nails, building geometry, and nailing pattern shown in
Table 305N1 or 2. When the sheathing or siding is wood structural panels, and the nail spacing at the top, bottom,
and all horizontal joints of sheathing or siding panels are changed to the nail spacing shown in Table 305S1, the uplift
resistance capacity of 15/32" wood structural panels shall be as shown in Table 305S1. Panels shall be of the mini-
mum thickness required for the shearwalls but not less than 15/32" and be installed as follows:
1. Panels shall be installed with face grain parallel to studs.
2. All horizontal joints shall occur over framing and shall be attached per Table 305S1.
3. On single story construction, panels shall be attached to bottom plates and top member of the double top plate.
Lowest plate shall be attached to foundation with bolts or connectors of sufficient capacity to resist the uplift
forces developed in the wood structural panel sheathed or sided walls.
4. On two story construction, upper panels shall be attached to the top member of the upper double top plate and
to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attach-
ment made to lowest plate at first floor framing. Lowest plate of first floor framing shall be attached to foundation
with bolts or connectors of sufficient capacity to resist the uplift forces developed in the wood structural panel
sheathed or sided walls.
5. Panel attachment to framing shall be as illustrated in Figure 30551.
6. Where windows and doors interrupt wood structural panel sheathing or siding, framing anchors or connectors
shall be used to resist the appropriate uplift loads.
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FIGURE 305S1
PANEL ATTACHMENT FOR UPLIFT
SINGLE NAIL EDGE SPACING
OI
I
I
I
°I S
3/8" I-
I :S /2
O f
° -LO
1/2"-J I `1 /2"
S
DOUBLE NAIL EDGE SPACING
1997 SBCCI Standard for Hurricane Resistant Residential Consiruction® 97
a
V as
Lot, s& Hidden Lake Phase III,
Unit
andl2 in
recorded 'in Plat Book 28, pages l
the Public Records of Seminole County,
Florida.
Subject to any. Rights -of -Way and easements
of record.
NMES :
Bearings Are based on Plat
Indicates found mbar
2repare,d 6y:
)ONALO W. MCINTOS.H•ASSOCIATES INC.
WINTER PARK, FLORIDA .
2200 PARK AVENUE 2Te9 asp - /Z 26 Bj
The ujjdrssigned hereby certifies that
he has"=Matsd the Federal Flood
Insu=anos Rate Pap ' Bue t ? -*I
Naber 120294 00058 to
fiber 11, 1.he not is the
lift Within
building st10��
ary 100, y flood a.re&s s}10— thereon
G7�
Thi,r survey meets the minimum technical
standards as established by the
Florida
Board of Land Surveyors per
ion
172.07, Florida Statutes.
gUjVZYbR' S CERTIyICr►TION : We
hereby certify that the
attached "Sketch of Survey"
" of
f
the above described property
true and correct to'i the of
our knowledge
recently surveyed under our
direction
DONALD w •
MCINTOSR ASSOrIATES, INC.
Reg. Surveyor po• 3993
State of Florida
N0T VALID ut=ss SEALED
FIELD BOOK 5-� PAGE 43
SURVEY
FOUNDATION % a
C.S.
FINAL 15•--SL�-
C`
50
¢
h =N T
26, 0o'
C'�,��
•' `, _ �0„c .Dr w� vii
M` IS•78
++ '
o n
�r L!�✓.lr;;7
Z
�.
Ester
t'.
V as
Lot, s& Hidden Lake Phase III,
Unit
andl2 in
recorded 'in Plat Book 28, pages l
the Public Records of Seminole County,
Florida.
Subject to any. Rights -of -Way and easements
of record.
NMES :
Bearings Are based on Plat
Indicates found mbar
2repare,d 6y:
)ONALO W. MCINTOS.H•ASSOCIATES INC.
WINTER PARK, FLORIDA .
2200 PARK AVENUE 2Te9 asp - /Z 26 Bj
The ujjdrssigned hereby certifies that
he has"=Matsd the Federal Flood
Insu=anos Rate Pap ' Bue t ? -*I
Naber 120294 00058 to
fiber 11, 1.he not is the
lift Within
building st10��
ary 100, y flood a.re&s s}10— thereon
G7�
Thi,r survey meets the minimum technical
standards as established by the
Florida
Board of Land Surveyors per
ion
172.07, Florida Statutes.
gUjVZYbR' S CERTIyICr►TION : We
hereby certify that the
attached "Sketch of Survey"
" of
f
the above described property
true and correct to'i the of
our knowledge
recently surveyed under our
direction
DONALD w •
MCINTOSR ASSOrIATES, INC.
Reg. Surveyor po• 3993
State of Florida
N0T VALID ut=ss SEALED
FIELD BOOK 5-� PAGE 43
SURVEY
FOUNDATION % a
C.S.
FINAL 15•--SL�-
50
V as
Lot, s& Hidden Lake Phase III,
Unit
andl2 in
recorded 'in Plat Book 28, pages l
the Public Records of Seminole County,
Florida.
Subject to any. Rights -of -Way and easements
of record.
NMES :
Bearings Are based on Plat
Indicates found mbar
2repare,d 6y:
)ONALO W. MCINTOS.H•ASSOCIATES INC.
WINTER PARK, FLORIDA .
2200 PARK AVENUE 2Te9 asp - /Z 26 Bj
The ujjdrssigned hereby certifies that
he has"=Matsd the Federal Flood
Insu=anos Rate Pap ' Bue t ? -*I
Naber 120294 00058 to
fiber 11, 1.he not is the
lift Within
building st10��
ary 100, y flood a.re&s s}10— thereon
G7�
Thi,r survey meets the minimum technical
standards as established by the
Florida
Board of Land Surveyors per
ion
172.07, Florida Statutes.
gUjVZYbR' S CERTIyICr►TION : We
hereby certify that the
attached "Sketch of Survey"
" of
f
the above described property
true and correct to'i the of
our knowledge
recently surveyed under our
direction
DONALD w •
MCINTOSR ASSOrIATES, INC.
Reg. Surveyor po• 3993
State of Florida
N0T VALID ut=ss SEALED
FIELD BOOK 5-� PAGE 43
SURVEY
FOUNDATION % a
C.S.
FINAL 15•--SL�-