HomeMy WebLinkAbout374 Fairfield DrPermit # : �7 ��
Job Address: _ 1y1 M(f+iCA3 1 )r u
Description of Work:
Historic District: Zoning:
CITY OF SAN�ORD PERMIT APPLICATION
% Date:
Value of Work:
►VwK 2007
Permit Type: Building —)e— Electrical Mechanical Plumbingt :rte Sprinkler/Alarm poo(
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:} i # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: c—I"1 '—
Owners Name & Ac
.74- Ra
j
C�Ionnttraj,c�Ito�1r Naamee&
11 AM
_
Phone & Fax: Lu
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect
Address:
�
% (Attach Proof of Ownership & Legal Description)✓
r ' t . �n Phone:
State License Number:
Contact Person:
0
Application is hereby made to obtain a permit to do the workand installations as indicated. I certify that no work or installation has commenced pror to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisi
. jurisdiction. I understand that
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and separate
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.
x
Acceptance of permit is verification pal will noti ffi o
the
fY property of the requirements of Florida Lien , FS 713.
Signature of ow /Agent Date
Signature ofContractor/Agent Date
PX' t Owner/� ame Print Contractor/Agent's Name
........... .... •• 3
CMir. 9T�nMW of Notary:State of Florida
Commit 000421313 ate Signature of Notary -State of Floriba................. l4ate.•................,.•�
a�e�,
S Expires 4121/2009 CALLIE ARNOLD
�y; Q?a Bonded tluu (HOO)432-4254S `,otiPYryPO, ,, Comm# DD0421313
;ortto.,o c=
num FIOr(r1a ot811r ImC Expires 4/21/2009
f.................,,,,•., r ,, ,,,ser,�� ers pally Known to Me or Contractor/Agent is Personae :
i✓� ,,Produc�Ved ( _ p9 1(-3`�—t� .Y� r� `(e MOt ed thru (BOOki32 4254:
_Produced (D " Florida Notary Assn., Inc
APPLICATION APPROVED BY: Bldg: Z.oni .3
J Utilities: FD:
(lnitia & Date) (initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
CITY OF SANFORD PERMIT APPLICATION
Permit #
37 Fair-�it°r�pnrd Date:
Job Address:37
Description of Work: I7JXo��D QO,
Historic District: Zoning: Value of Work: $-,
Permit Type: Building ElectricalMechanical
Electrical: New Service – # of AMPS
Plumbing Fire Sprinkler/Alarm pool
Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Re
Replacement New
P (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 #: � _ � `7 _ � I-�J� !9 '- 000-OL%/7 V
(Attach Proof of Ownership & Legal Description)
Owners Name & Address: C r I
tractor Name &
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
7Cjh:�) State License Number: Fe- 13bal w
Contact Person: Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this. jurisdiction. I understand that a separate
Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES
AIR CONDITIONERS, etc. , BOILERS, HEATERS, TANKS, and
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that PAYING
all work will OUR Pbe done in compliance with all applicable laws regulating
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O R P
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this propertythat 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.
z
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
Signa�foer/AgentDatent Signature of Contractor/Agent Date/�
Pn Owner/ gent's N
I Ane Prbit Contractor/A tN
......... CALCI. .. ... �7
tB�d$0319�-State of Florida Date
Expiras4121/2009 :
Bonded twu (00!1)M-41254:
414166 41.•••.668
C'1Jh1b
4141•'•••"""""inpni•.is P r oral! Known to Me or
Produced IDU -a( (en �.
qk'Laad7
APPLICATION APPROVED BY: Bldg. Zoning:
(Initial & Date)
Special Conditions:
g s ame
(�7
SignaTure of Notary -State of Florida •..
CALLIE ARNOLD
.0r P1,
Comm# DD0421313
r _ Expires 4f2112009
Contractor/Agent is V PersonallX q• q�,ded thru (800)432�25a
_ Produced ID F F;:" Florida Notary Assn.. Inc
(Initial & Date)
Utilities:
(Initial & Date)
FD:
(Initial & Date)
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
1i1L�.Givans_
I.
DAVID JOHNSON, CFA, ASA
PROPERTY
APPRAISER
SEMINOLE COUNTY FL.
1101E. FIRST ST
SANFORD, FL 3=1-1468
407-665-7506
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 32-19-31-516-0000-0470
Number of Buildings: 1
Owner: CORTEZ FREDDY H
Depreciated Bldg Value: $161,142
Mailing Address: 374 FAIRFIELD DR
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771
Land Value (Market): $34,000
Property Address: 374 FAIRFIELD DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: CELERY LAKES PHASE 2
Just/Market Value: $195,142
Tax District: S1-SANFORD
Assessed Value (SOH): $188,645
Exemptions: 00 -HOMESTEAD (2006)
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $163,645
Tax Estimator
2006 VALUE SUMMARY
SALES
Tax Amount(without SOH): $3,131
Deed Date Book Page Amount Vac/Imp Qualified
2006 Tax Bill Amount: $3,131
SPECIAL
Save Our Homes (SOH) $0
WARRANTY DEED 09/2005 05927 1239 $271,800 Improved Yes
Savings:
2006 Taxable Value: $159,044
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LOT 47 CELERY LAKES PHASE 2 PB 65 PGS
LOT 0 0 1.000 34,000.00 $34,000
29 & 30
BUILDING INFORMATION
Bid Year Base Gross Living
Bid Type Fixtures
Est. Cost
Ext Wall Bld Value
Num Bit SF SF SF
New
1 SINGLE 2005 13 1,364 3,424 3,012
CB/STUCCO $161,142 $162,770
FAMILY
FINISH
Appendage / Sgft GARAGE FINISHED / 396
Appendage / Sgft OPEN PORCH FINISHED / 16
Appendage / Sgft UPPER STORY FINISHED / 1648
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base,
Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/web/re_web.seminole_county_title?parcel=32193151600000470&cp... 3/9/2007
115 W. Pine Avenue, Longwood, Fl 32750
407-830-5327
CPC -056809
Date: 3/9/07
City of Sanford Building Department
RE: Power of Attorney for Holland Pools
Address: 374 Fairfield Dr. Sanford, FL 32771
Parcel #: 32-19-31-516-0000-0470
FOR MASTER FILE:
I would like to authorize Jennifer Gibson, Callie Arnold, Julie Mohler, Mike
Shaughnessy, Mark Shaughnessy or Tom Shaughnessy to either sign for, and or pick up
permit applications issued to E. Michael Holland/Holland Pools until further notice.
If you have any questions regarding this matter please contact me.
Cordially yours,
14 =11A*
u •.- • •
President
STATE OF FLORIDA
COUNTY OF Seminole
Sworn to and subscribed before me this 9th day of March, 2007, by E. Michael Holland (name
of officer/ agent, title). He is personally known to me or has produced (type of
identification) and did/did not take and oath.
t Public Print Name
,e, "N Kristie J lepore
Vc: MY commission DD171002
a �
nExpires March 11, 2007
LIMITED POWER OF ATTORNEY
I hereby name and appoint (,,.Q I I �L �T► ��/�
of Holland Pools
to be my lawful attorney in fact to act for me and apply to r ( 5a&ed
for an electrical permit for work to be performed at a residence at a location described as:
Parcel # 3a
Section Township Range Lot q-7_ Block
Subdivision oewu WV5
IJ
Cor --C,?- 374 Fai c-Fi,e t d Or. SanCbrd , Ft JLX
(Owner of Property and Address)
And to sign my name and do all things necessary to this appointment.
Brian Keith Miller EC -13001686
Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number
Signature of license holder
The foregoing instrument was acknowledged before me this day of , 2007
by Brian Miller who is personally known to me and who did not take oath.
State of Florida ----
Co o.f Vol s1a ���iY°04f, DIANETSA::1
MY COMMISSIONOiEXPIRES: Au(407) 388-0153 Florida Notary
Diane T. Sawyer
Notary Public, State of Florida
IJill 11111111111111111IIIit11111111IIIllit11111lit 11III1loll
11 IMARYANNE MURSE, CLERK OF CIRCUIT COURT
This Instrument Prepared By: SEMINOLE COUNTY
Name E. Michael Holland BK 06616 Pq 1192; Opga
Address 125 West Pine Ave. CLERK' S # 20070.6541
Longwood, FL 32750 R401100 0:3/09/2007 01 i20.6 PM
RECORDING FEES 10.00
Permit No. RECORDED BY L McKinley
NOTICE OF COMMENCEMENT
0?037- Cvr4t-L
STATE OF Florida.
COUNTY OF SEMINOLE
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement.
1. Description of property: Lot 47 Celery Lakes PH 2 PB 65 PGS 29-30
374 Fairfield Dr. Sanford, Fl 32771
Parcel #: 32-19-31-516-0000-0470
2. General description of improvement:
Swimming pool and screen enclosure
3. Owner Information
a. Name and address:
b. Interest in property:
Freddy Cortez
374 Fairfield Dr.
Sanford, F132771
Owner
c. Name and address of fee simple titleholder (if other than owner):
lkContractor: (name and address)
5. Surety . N/A
a. Name and address:
b. Amount of bond $
6. Lender: (name and address)
N/A
Holland Pools
115 W. Pine Ave
Longwood, FL 32750
CfRT)FIED COPY
MARYANNE MORSE
CLERK 0' CIRCUIT COURT
SBMIN OUNTY, FLORIDA
DEP Ear
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address)
8. In addition to himself, Owner designated the following person(s) to received a copy of the Lienor's Notice as
provided in Section 713.13(1)(b), Florida Statutes: (name and address)
9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a
different date is specified)
The forgoing instrument was acknowledged before Y,
me this rte)/t L by 1'P.( &V Gpi- I (Signature of Owner)
who is personally known to me/ who produced Owner's Name: Freddy Cortez
identification and who did not take an oath. ('L 6 L# C t 61-2ga-bo.31w -0-Owner's Address: 374 Fairfield Dr.
Notary as to Owner
o-4�14x6c
Commission #
State of FL County of _
My Commission expires:
�.........................
CA """........
CAL ARNOLD
,i►wYPue,,, COMMMDD0421313
Exi%°s 4/21/2009
Bonded dqy 1800}0321254'
i ................. Florida dor n;�asa In:.i
Sanford, F132771
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Structural plan review is limited to a
general survey for code compliance. No
review is implied nor was taken to
verify structural adequacy
G
a
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Code violations fc
are required to bE
Plan/permit issuai
,approval of a cod,
FBC109.1
fl"i
Job Number:. 2007037
Elevation
Pool Specifications
Set Pool Beam At: -3.25 IN
Set Tile At: -2.75 IN f
Pool Area: 281 SF
Pool Length:
26 LF
Pool Width: 13 LF
-L t / Dig / Steel
Pool Perimeter:
69 LF
Pool Depths:
3 - TO - 6
Interior Area: 557 SF
Dig ft Haul
Access: Right
Benchmark: Existing Patio
Beam: Basket
Volume:
8430 Gallons
Main Drain: 1 PR
Skimmer: 1 EA
Engineering_.
Returns: 3 EA
Filter: CT 100 SF
Filter Pump: MHPU 1.0
Pool Light:
Pool Std
Vac Line: Suction
Chlorinator:
Inline Standard
Deckingand Tile
Acrylic
Deck:
300 SF
Acrylic Color:
Desert SandN/A
Step Tile Color:
PA -41 - Lake Blue 14
Spa Specifications
Acrylic Top
Lanai:
300 SF
Tile Color #1:
PA -41 - Lake Blue
Tile Color #2:
PA -41 - Lake Blue
Water Features and Options
Water Streams: 2
Deco
Drains:
Cantilever: 69 LF
. .......... ........ .. ..
OFMCEF
Screen and Interio�'Finish
Screen Style:
Single Story Dome
Screen Color:
Bronze
Insulated Roof: 300 SF
Gutter: 30 LF
Gutter Size:
As Required
Interior Finish:
Quartz - Krystal Blue
Safety Fence: 30 LF
Screen Watts:
70 LF
Screen Roof: 600 SF
Screen Height: 8 FT
Max Beam:
20 LF
Doors: 2
Lanai Insert: 20 LF
Notes
No notes °found.
-
PLANS REVIEWED L4 9
MTY OF NFR
and during inspection
corrected.._
ice does not grant -
violation. 2004 115 West Pine Avenue, Longwood, FL 32750
Phone - (407) SaO-5327 ' Fax (407) 830-6404
Sales Rep: Mike Sh_a_u hriess
Names'tiez
PBPG: 65/29-30
Lot #: 47
Address: 374 Fairfield Drive
Address: 374 Fairfield Drive
City: Sanford
Zip: 32771
County: City of Sanford
Subdivision:
Celery Lakes
Phones - Home:
Office:
Fax:
Customer's Signature:
Date:
I NOT APPROVED I
:A
GENERAL NOTES
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
POOL PLAN.
2. POOL WALLS SHALL BE 5 "THICK AND FLOORS SHALL BE 6 "THICK AND
SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE
STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI.
CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318.
3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING
CODE BUILDING 2004 AND FLORIDA BUILDING CODE RESIDENTIAL 2004
TOGETHER WITH 2006 REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5
FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL
STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE
NATIONAL ELECTRIC CODE 2005.
4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL
UNLESS OTHERWISE NOTED.
5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40,
REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT
IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER
EACH WAY IN THE AREA OVER 6'.
IF CONCRETE IS CAST AGAINST BARE EARH WITHOUT A SEPARATION
BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX)
BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE
6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND
DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING
STEEL WITH # 8 AWG COPPER WIRE. #8 AWG COPPER WIRE TO BE RUN
INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT
CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF
POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN.
7. EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITH
SECTION 680.26 OF THE WE: C. 2005.
8. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH
SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING
CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION
SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED
WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE
UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE
REDESIGNED.
9. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM
FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER
ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL
CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS
SHOWN PRIOR TO CONSTRUCTION.
11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN
RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE
IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES.
12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO
POOL AREA.
13. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK
WILL BE PROVIDED.
14. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN
THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION.
15. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF
SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT
OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW
RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT.
16. SPAS AND HEATERED POOLS SHALL HAVE A COVER DESIGNED TO
MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS DERIVED
FROM NON-DEPLETABLE ON-SITE RECOVERY SOURCES.
17. PROVIDE GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING
POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS LESS THAN
60" ABOVE A WALKWAY SURFACE AND WITHIN 60" HORIZONTALLY OF
WATER'S EDGE.
18- WARNINGI TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC
UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A
CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE.
6" TILE-/ I LIGHT
6"
MAXIMUM RISER = 12• 1
MAXIMUM TREAD = 10' (240 S0. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
COPING
TILE -SPILLWAY
(WIDTH SEE PLAN)
POOL
WATER LINE
�6-X6- GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
#3 AT 12" O.C. EA WAY
RAISED SPA DETAIL
MAX. 5•
24'
14"-18'
UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAL.
THE FOLLOYONG TABLE PROMIDES MAXIMUM FLOW
THROUGH PVC PIPE MATHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
GPM 105 GPM 2 HP
CPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (IDH) OF
50 AND FOR ESTIMATE ONLY, ACTUAL PUMP SIZE MOLL
VARY DEPENDING ON THE PUMP SPECIFICATION AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS.
SURFACE SKIMMER
ADDITIONAL #3
REBAR REOD AT
SKIMMER OPENING
WALL SECTION
AT SKIMMER
#8 AWG COPPER W
TIMECLOCK
JCT. BOX I/--SPST
TOGGLE
F- SWITCH
8' MIN. I W.P. DISC
-12 V TRANS
112 IN %' COND
1 #3 BAR CONT. W/
CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT
TOPPING ON COMPACTED GROUND W/ ALL ORGANIC
5• WALL -W/ B"X8' BOND
MATERIAL REMOVED. 4" NOM. W/FIBER MESH, 5" W/
BEAM USE 2 #3 BARS CONT.
REBARS. — -' # 3
SPEC.
A LADDER TO BE
CROSS BRACEDC
4' MINrARS
1
JUNCTION BOX
BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
(BY OTHERS)
18" MIN_ TO
TO TRANSFORMER
TOP OF LENS
(BY OTHERS)
MARBLE
W/ 8•X8' BOND BEAM
PLASTER FINISH
WATER 12 FT VERTICALLY OF MAX WATER LEVEL
REFER TO ATTACHED DRAWING
D 120 VAC/30OW POOL LIGHT W/
FOR DATA REGARDING DUAL
30OW POOL LIGHT W/ LOW WATER
SUCTION OUTLET SYSTEM AND
U.L APPROVED GREY PLASTIC
VACUUM RELIEF SYSTEMLL
W/ #8 BOND PER N.E.C.
O.C.. EACH WAY
I
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAILS
5
FILTER SYSTEM
I. MAIN DRAIN UNE
2. SKIMMER LINE
3. WASTE LINE
4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
9 A. HAIR & LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
D. IN -UNE CHLORINATOR
(OPTIONAL)
E. HEATER -(OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
T-'`12 WA VE/ 300W WF LOW
ALL ELECTRIMAL
RIEVEWECO
HALL CON50RMA
28' MIN_ PER
OR 120 V.A.C. W/ GFI W/ ART 680MANUFACTURER
PER N.E.C. w N.E.CC..20006 ��
ELEC t� AuyGn/'�ry�
SPEC.
A LADDER TO BE
CROSS BRACEDC
1 filC/1Ly
1
MANUFACTURER'SNFIC"Ill)
,
BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING
RNISH DUAL.
O.C. EA.. WAY
AY
AND ALL FIXED METAL PARTS NOT SEPARATED BY
4• PLAN EXPIRES ONE YEAR FROM THE
ALL LADDER TREADS SHALL
PERMANENT BARRIER, IF WAN 5 FT HORIZONTALLY FROM
W/ 8•X8' BOND BEAM
HAVE SUP RESISTANT FINISH
WATER 12 FT VERTICALLY OF MAX WATER LEVEL
SE 2 #3 BARS CONT.
WEDGE ANCHOR
C
FE® �}nnP
MIN. 1 %" COVER OVER
AND ESCUTCHEON
3' MIN. 8' MAX. BETWEEN
SEPARRATTED BY 3' STEELTEX FORM
ALL BARS SEE NOTE �F5
TREAD AND POOL WALL
5• VARIES -SEE PLAN
5 6" TILE
11C #3 BAR
4T W
50
5 WALL/
DISTANCE
BRICK (1 ROW) QECK OVERPOUR
THERAPY1 "
ONs,T1+AnM srRL5c1uRE
1
ALTERNATE BEAM
#3 12' ,6- SEAT
RNISH DUAL.
O.C. EA.. WAY
AY
4• PLAN EXPIRES ONE YEAR FROM THE
' SIGNATURE DATE OR THE EFFECTIVE
6• THICK WALL
RETURN DATE OF A MAJOR FLORIDA BUILDING
6• �"
(1ST SPECIFIED) CODE
CHANGE WHICHEVER IS SOONER
GUNITE #3 BARS AT 6•
REBOUND
II
O.C. EACH WAY
C
FE® �}nnP
2-8' 9 ANTI -VORTEX DRAINS
ZW
SEPARRATTED BY 3' STEELTEX FORM
DATE
-SPA SECTION MARBLE PLASTER
FINISH
I
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN V ON
j --
CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL
inY
SHALL BE CONSTRUCTED AT 6" THICKNESS. THE STEEL MAT AND SHELL WALL SHALL
ORD N H. S EPAR SON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD.
L P.E. O 193 3
TYPICAL WALL AND FLOOR
25 S. S MORA -BLVD STE. 1093
WIN ER PA L 2792
WITHIN ANGLE OF REPOSE
PH NE: (407) 679-7500
(407) 679-9188
TYPICAL SWIMMING POOL
LADDER SECTION
HOLLAND POOLS & SPAS
115 WEST PINE AVE.
LONGWOOD, FL. 32750
PHONES (407) 830-5327
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT TO SCALE
P u It G I -I L)1- 3 DWG BY DA5F1
APPD BY GHS
INSTALL PERMANENT WATER
LEVELER IN DECK WITH ANTI -SYPHON
DEVICE AT HOSE BIBB.
USE MINIMUM OF 3 RETURNS LOCATED
AT + 18"BELOW WATER LEVEL TO
DIRECT WATER TO SKIMMERS.
+18"
_T
USE MINIMUM OF 3 RETURNS LOCATED
AT + 24" BELOW WATER LEVEL AND
STRATEGICALLY LOCATED TO DIRECT
WATER TOWARDS SKIMMERS. CONSIDER
AT LEAST ONE RETURN TO SWEEP ACROSS
THE BOTTOM OF THE SWIMMING POOL.
ALTERNATIVE: INSTALL MINIMUM OF
(3) FLOOR RETURNS
+ 36"
V
INSTALL DUAL SKIMMERS PLUMBED
TOGS,, HER AND LOCATED FOR
OPTIMUM SKIMMING ACTION.
LEVEL
&-.= TO PUMP
DEADLINE TO
fPUMP LOCATION
INSTALL MAINDRAIN W1 TOOL -REMOVABLE
PLUG TO BE REMOVED ONLY BY SERVICE
PROFESSIONAL FOR POOL SERVICING.
(DEADLINE INSTALLATION OPTIONAL)
SWIMMING POOL WITHOUT
=RC�dRCULATION MAIN DRAINS_
The residential swimming pool barrier
and or its compliant safety components
f shall be in place prior to filling of the
pool. FRC R4101.17
Windows and doors that open into the
swimming pool/spas area without a
fence barrier to prevent direct access
shall be protected in accordance with
FRC R 4101.17.1.9
'
VENT TO ATM&SHFFEFFE MOMVENT
WILL NOT BE BLOCKED BY DEBRIS,
INSECT INFESTATION, OR
MICROBIOLOGICAL CONTAMINATION
(COVER MUST COMPLY WITH
ANSVASME Al 12.19,8 M)
T -O' MINIMUM
SEE ALTERNATE
2" T
2"0 I 2'0
SUCTION INLET
SUCTION INLET 1 /1" 0
(MAIN DRAIN)
(MAIN DRAIN)
2'0
MAXIMUM DISTANCE
1 %2" 0 ALL VENT
TO VENT TEE
PIPING = 1 y,^ 0
CONNECTION = 1 '
-
ATMOSPHERIC VENT PIPE LENGTH
2"0 MINIMUM = 16' MAXIMUM = 30'
ALLSUCTION
PIPING = 2"0
TO PUMP
GENERAL NOTES
1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE
INSTALLED IN ACCORDANCE WITH MANUFACTURE'S
RECOMMENDATIONS.
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP
SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-
BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL
2004 W/2006 REVISIONS.
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF
APPROVAL UNLESS OTHERWISE NOTED.
4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF
ANSI/ASME Al 12.19.8M-1987 AND DRAIN COVERS MEET
THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1987 FOR
ANTI -HAIR AND BODY ENTRAPMENT. _ _
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S
SPECIFICATION DRAWING ON FILE. FOR METHODS AND
MATERIALS OF CONSTRUCTION, REFER TO
CONTRACTOR'S ENGINEERED AND SEALED
SPECIFICATION DRAWING ON FILE WITH THE BUILDING
Equipotential Bonding Grid Shall be
Provided for the first 3 -feet of the
perimeter of paved surfaces of
swimming pools and spas. 2005 NEC
Article 680.26(C).
VENT COVER MAY BE GLITTER
DRAIN SUCH AS HAYWARD
MODEL SPA 019
2 - 90' ELBOWS
1 S' 0 VENT PIPE }
\ r
\ f
12" MI:,
N.
FINISHED GRADE
SUGGESTED
DETAIL
DRAWING TO SUPPLEMENT
CONTRACTOR'S SPECIFICATION
DRAWING ON FILE
DUAL SUCTION INLET SYSTEM
& ATMOSPHERIC VENT SYSTEM
IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS
AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS
VENT COVER MAY BE
GUTTER DRAIN
j2- 90' ELBOWS
�t
1
12' MIN
(OPTIONAL) DEBRIS
CONTAINMENT
C, WSTER '
WATER LEVEL -
ANTI -VORTEX
_Y 2NO DRAIN
MDX FLOOR
DRAIN
VENT UNE
21A -
ATMOSPHERIC VENT PIPE LENGTH \ I��
MINIMUM =18' MAXIMUM 70' 18" MIN
2 % '-0 OR EQUAL TO 24" MAX
CIRCULATION UNE
MDX DEBRIS
REMOVAL SYSTEM
ALTERNATE SUCTION INLET SYSTEM MAY
INCLUDE 1 ON THE BOTTOM AND ONE ON
THE VERTICAL WALL OR ONE EACH ON
TWO 2 SEPARATE VERTICLE WALLS
ATTACH PLACKARD WHICH STATES
THAT VENT IS A SWIMMING POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED WITH.
THE MAXIMUM VACUUM WITH ONE
SUMP PLUGGED AND TO RELEASE
A BODY ENTRAPMENT ON THE OTHER
SUMP WILL NOT EXCEED 4.5 INCHES
OF MERCURY IN 3 SECONDS
MAXIMUM SUCTION PIPE VELOCITY
SIX (6) FPS OR 59 GPM
FEB 2 3 2007
1 25 S. $E�IIORAN4''
)NE: (407)
(407)
TO
PUMP
2" 0 OR LARGER
CIRCULATION LINE
AN APPROVED VACUUM RELEASE SYSTEM SUCH
AS THE VAC -ALERT TM SVRS SYSTEM IS AN
ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
HOLLAND POOLS & SPAS
115 WEST PINE WEST PINE AVE.
LONGWOOD, FL. 32750
PHONES (407) 830-5327
ALTERNATIVE
RECIRCULATION
P.E.
.1093 SYSTEMS
EMS
NOTTO SCALE SHEET 2 OF 3 DWD BY -y GHS
2.
3.
4.
5.
6.
7.
# 3 BAR PAVER BRICK
CONTINUOUS
4" CONCRETE OECK _ # 3 BAR
1- # 3 BAR VERTICALLY M TED , - A= 12" TO 24"
@ 36" ON CENTER ` MATERIAL VERTICALS 3 BAR @ 36-O.C.
I
d .:••-d• PAVER BRICK
12" to Z4" TURN -DOWN 4- (� A• OR FLATTER \
COMPACTED a ::4--n: FINISHED
ir
MATERIAL a' OR FLATTER
-� 1' = • B= 9" TO 18"
1-#5 REBAR / / 1-#5 REBAR—`_'
CONTINUOUS + CONTINUOUS._: • �- - on;;`4
MAX FINISHED GRADE. NOTE: �' -� 4 4 4 1
4" 0 PILASTER 1'6" C d
EVERY 5' WITH Z2' MAx < Z� B= '/. x A
1-# 3 REBAR'
_ 4' 0 PILASTER
�L_. !Tk_"OLD
�{Lcl EVERY S' WITH - -
6" MIN 14 3 REBAR
ANS w /�IdfNOT TO SCALE GROUND 6" MIN I 1t
+ >JLD GROUND
CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN ALTERNATE PAVERSON TURNDOWN
GENERAL NOTES
DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY
FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING
BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO
TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18"
(> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE
CAPACITY AND PREVENT SETTLING OR SHIFTING. TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY
ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED.
CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO
PSI. THE OLD GROUND REACHES 30" (FOR A 12" TURNDOWN) 36" (FOR AN 18"
ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE
FLORIDA BULDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4'
REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR HORIZONTALLY TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED.
DETAILS ON TURNDOWN LOCATION. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE
IF THE BASE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN
PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2" INTO THE ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR.
GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE
PILASTER WILL HAVE A #3 REBAR TIED INTO THE #5 REBAR IN THE BASE OF THE DECK TURNDOWNS
VERTICAL POUR.
(NOII 4' t5BAR
—GRAD
GRADE TYP. a ® B F-='
2
8' 2 f 5 BAR '
1 1 2% 5 BAR
7 12'
CONT. CONT- CONT.
NO FOOTER 8" X 8" FOOTER 8" X 12" FOOTER 12" X 12" FOOTER
FEB 2 3 zov
FOOTER NOTES:
1 FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL
BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING.
2. CONRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6X6 -10X10 WW MESH.
3. 3 -# 3 BARS IS EQUIVALENT TO 1 -# 5 BAR.
4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVER THE TOP OF THE ORDO H. EPAR SON, P.E.
FOOTER OR ABUTTING THE FOOTER. P. 0193 3
5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL CONTRACTOR MUST COORDINATE 1 25 S. SE ' O BLVD STE. 1093
CONSTRUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR. WINT R.PAR ,, 2792
PHO E: (407) 679-7500
TYPICAL FOOTER DETAILS (407.) 679-9188
SWALE FOR
DRAINAGE
d . -4 �oe0� •,d.
d Q
4
•a
•,d'G•dV:A •D
8"
# 3 BAR
A= 18" TO 24"
IVERTICAL
#3BAR@36'O.C.
PAVER BRICK
I.B=12"TO 18"
_ 1-#5 REBAR.
CONTINUOUS
NOTE:
B— 3�4 x A
ALTERNATE PAVER
LOCATION
HOLLAND POOLS & SPAS
115 WEST PINE AVE.
LONGWOOD, FL. 32750
PHONES (407) 830-5327
MASTER DRAWING FOR
FOOTER AND
DECK TURNDOWN
DETAILS
NOT TO SCALE SHEET 3 OF 3 DWD BY- OHS
Legend of Symbols and Abbreviations:
REROD: Steel Reinforcing Rod
Boundary Line
Brg.
Bearing
Permanent Control Point
Centerline
Calc.
Calculated
___...._:
Right-of-way Line
C. B.
: Concrete Block
Professional Land Surveyor
Overhead Utility Line
Ch.
: Chord
_ _ _ _ _ _ _ _
: Easement Line
Conc.:
Concrete
p
Central Angle
Const
: Construction
ARC
Arc Length
c/s
Concrete Slab
Bilk.
: Block
Elev.
Elevation
Boundary Survey:
. y
'fir ya,� 4 e
37,x- fA/.2FiEGO OGS/vE
�S�i✓.co�o, fcoe�n.R .
0 ,PE.S/OENcE �riicyc0
To ��,✓r,¢s,�G G(/flT��
Loc.orE'o r,✓ ,�.acws �A.eo
E; EXI5LNL1
�' EGE ✓Qr10�/S �pf PoSEo
REROD: Steel Reinforcing Rod
Field
iWOI;
: Field Measv ed
P.C.P.
Permanent Control Point
Fnd.:
Found
P. 1.
Point of Intersection
Gov 'I.:
Government
P.L.S.
Professional Land Surveyor
L. B,
Licensed Business
P.O.B.
Point of Beginning
0, R,
Official Records
p.O.C.
Point of Commencement
Pav'I.
Pavement
P.R.C.
Point of Reverse Curve
P.C.
Point of Curve
P.R.M.
Permanent Reference Monument
P.C.C.:
Point of Compound Curve
P.S.I.
Point of Street Intersection
/ 7n
.. t) J
Q N p,PP,,�
I
P.T.
Point of Tangency
R
Radius
R, L, S.
Registered Land Surveyor
R/W
Right-of-way
Sec.
1 Section
Srr
Septic Tank
T.B.M.:
Temporary Bench Mark
W/
With
`> >- 3' � � -� (F/�G� BEfi,¢./✓6J � Fi✓D. PK .�/.o/L
Loop(r3 : TALd
SET .VA/G L, S , Z 49 4
[ P.L;S•
C,Ov 3r3G �/j/�F/ESD DR/!/E P.C.v.
ScrC!✓•z4'9lAYA1rPAyr w.�z'Caye. GdrrEcs�
FLOOD CERTIFICATION:
According to the Federal Emergency Management Agency's T"
Insurance Rate Map'; Comihunity Panel Number !20294 -OO GS E
Revised AP.e/G /7, 1.149,_ ;the property described and depicted hereon
lies in Zone 'X' ("Areas determined to be. outside 500 year flood plain"),
�O� and does not lie within any 'Special Flood Hazard Area'.
GoT 9.7 � CEL.E/PY LAKES �NASE Z �
/�•9cE.s Z9 ASD 30 ; /�v.BL/c 2Eco,evS
CERTIFIED TO:
/9 �v6o/viS/o.✓ �cco,PoiNG T MAS /.� �t� r f3mr 05 ,
OF SEM/,t/OL� Go!/NTy � FLOJe/O/-�.
SMITH DRAFTING & SURVEYING, INC.
311 E. RICH AVE. DELTONA, FL
DELAND, FL
(386)734-7047 (386)789-2855
REVISIONS: 3YAk lse
,Ao6 N
DRAWN BY:S,E, ,rN�L.L•Gcoo�/cN e'c zr Z
GREW CHIEF: oA� r, r E
/fit. D. L/TW/N�E� -
/o zoos K
Fi.✓i9L v E GES
SCALE: _ ZO '
DATE: FEB QVA,e y 9, ZOo 5
Wok Z - -9/00-0-6-
I hereby certify that this map depicts 6 survey penormee unser my supIo v -
sion, and is correct to the best of my knowledge and belief; and that this
survey meets the minimum technical standards set forth by the Florida
Board of Professional Land Surveyors in Chapter 61G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Stat
5sdn E. Smith V
5'aRegistered Land Surveyor
Certificate Number 3736
NOT VALID UNLESS SEAL IS' EMBOSSED
Note: No instruments of record reflecting easements, limitations, owner.
ships, reservations, restrictions and/or right-of-ways, if any, have been pro-
vided to this surveyor, except as shown. No underground installations or
utilities have been located, except as shown.
F^'o NA/G
4" 3730
iGAr i,.Fi�YD
0
y
rl'
.W
4
O
Q W
O
In
V
VIE.
EDO)o
INF.
RD.0
.•gip
'I
t
�
•zs
e.or'so�
.r
;W./O g
EC1 400
.
` ?0
L, 3, L4,
RECOd
W/ C�lP
s W
l 4 RCP, g li
`> >- 3' � � -� (F/�G� BEfi,¢./✓6J � Fi✓D. PK .�/.o/L
Loop(r3 : TALd
SET .VA/G L, S , Z 49 4
[ P.L;S•
C,Ov 3r3G �/j/�F/ESD DR/!/E P.C.v.
ScrC!✓•z4'9lAYA1rPAyr w.�z'Caye. GdrrEcs�
FLOOD CERTIFICATION:
According to the Federal Emergency Management Agency's T"
Insurance Rate Map'; Comihunity Panel Number !20294 -OO GS E
Revised AP.e/G /7, 1.149,_ ;the property described and depicted hereon
lies in Zone 'X' ("Areas determined to be. outside 500 year flood plain"),
�O� and does not lie within any 'Special Flood Hazard Area'.
GoT 9.7 � CEL.E/PY LAKES �NASE Z �
/�•9cE.s Z9 ASD 30 ; /�v.BL/c 2Eco,evS
CERTIFIED TO:
/9 �v6o/viS/o.✓ �cco,PoiNG T MAS /.� �t� r f3mr 05 ,
OF SEM/,t/OL� Go!/NTy � FLOJe/O/-�.
SMITH DRAFTING & SURVEYING, INC.
311 E. RICH AVE. DELTONA, FL
DELAND, FL
(386)734-7047 (386)789-2855
REVISIONS: 3YAk lse
,Ao6 N
DRAWN BY:S,E, ,rN�L.L•Gcoo�/cN e'c zr Z
GREW CHIEF: oA� r, r E
/fit. D. L/TW/N�E� -
/o zoos K
Fi.✓i9L v E GES
SCALE: _ ZO '
DATE: FEB QVA,e y 9, ZOo 5
Wok Z - -9/00-0-6-
I hereby certify that this map depicts 6 survey penormee unser my supIo v -
sion, and is correct to the best of my knowledge and belief; and that this
survey meets the minimum technical standards set forth by the Florida
Board of Professional Land Surveyors in Chapter 61G17-6, Florida
Administrative Code, pursuant to Section 472.027, Florida Stat
5sdn E. Smith V
5'aRegistered Land Surveyor
Certificate Number 3736
NOT VALID UNLESS SEAL IS' EMBOSSED
Note: No instruments of record reflecting easements, limitations, owner.
ships, reservations, restrictions and/or right-of-ways, if any, have been pro-
vided to this surveyor, except as shown. No underground installations or
utilities have been located, except as shown.
20:24 F&.I
SEnTRY-
■ ■ mnmr7laanTINQ
COMMUNrry A SOCIA'1'ION MANAGEMENT
MAIN OFFICE
2190wnt711W
SuRQ= :
1pnpoea FL ;
7041
P11107.799•G7011
iAA14'T.70e.7�ee '
BREVARO COUNTY
sq? Kmar :19116
Apnle4p�Al '
oN2�1"�oaeelec ' March 28, 2007
CLU� 1nm
IUS61•; Freddy Cortez
c1mbfi`l, 374 Fairfield Dr.
34711.3124
P"'92"20''709 Sanford FL 32771
nuss]aa]as57 ;
FORT MYERS
i.atml9r pica n :
Fan Mver9 FL :
PNzn9"793: Re: Swimming Pool
FM 7]P•:1i•0114 ;
GEORGIA Dear Mr. Cortez:
Va Dlpow 0r 4]29 '
A1130 CA ;
14001
PMi4o1440•801 Your request has been received and reviewed by the Architectural Review Board for the
P.u4o4�59•eea2 : Celery Lakes Homeowners Association, Inc.
JACKSONVILLE
map Nank9 Ae w
11, PL
PL ; The request has been hereby approved
Pnaa•eeD•4Doe
FU 04.00.2m ;
KISSIMMEE ; Should you have any questions, you may contact me at (407) 788-6700, ext. 333.
l7ffWNne:197oe ;
I0:A+mnle9 FL ;
u741.ucs Sincerely,
PM W1.544=3 ;
fA>;40T•94tip101 ;
LEEIBURG : CELERY LAKES HOMEOWNERS ASSOCIATION. INC.
10332 UG Hwy "I h0: :
Ltaeeurp ti ;
wde-trt •
Pn]0�3L7•�a0 ;
fol ]Eaa43•f17a ; I
�PowVPO►tTFVEORA • �• Ov4
3mV2h7L
•••iii :Sabria Hayes, CAM
PN 10wro1s]0 :
Fal1oA•�es•,a1a ;
IARAS07A ; Enclosure
APO) Pm1fulan4l Pit" C
Sun" 197
Su zm' FL .
PA 111.361..11:2123
F41(Od1-]81
SOUTH CAROLINA ;
1130 Pall► Re ;
cn4nrinn x .
�413�1a
PN D4a•79s.D19D ;
FA11bu•14S•ctpt .
TAMPA BAY AREA
25100 U6 t I N1u1A 064
.
C149ramrFL
0X93.911 ;
ml x.1.700-e9e] ;
FACT23•t91•e9o� •
VOLUSIA COUNTY ;
4190SAW119AN
Neal Cpg1n4 Damn FL
Z:+tuan 1 ;
PH 11e.R2.71%
rAxaerw•1v�e
HOMO d
VOV9 0E8 LOV(XbA)
S100d GN8110H 9S:21 (03M)L002-81-ddb