HomeMy WebLinkAbout103 Wilson Bay Ct (2)kElVEVD
ACITY OF SANFORD PERMIT APPLICATION -)6-0&-
Job
/,
Permit # : V ALJ 3`-F Date: / V — 0&
Job Address: 3 fl 3,3L-7-2 U 2005
// t j t
Description of Work: .Jr O l� °I S ` �o
Historic District: Zoni Value of Work: $__ ' �21 Ut
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _X_
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 #: fiC,*` 7 T —
Owners Name & Address:
Contractor Name & Address:
Phone & Fax: !I() /—
Bonding Company: _
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address: 1 7 C7
Fv (Attach roof of O nership & Legal Description)
Phone: r'
State License Number: 0 C T CQ&_6I O T,rp /
Contact Person: KE&L .Q� b i' Phone: A10 1_U / .b991
Phone: q 7
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 most be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this proper that may be found in the public records of
this countyASignatureofA
d thbdditio permits required from other governmental entities such as wagE
em districts, state agencies, or federal agencies.
Acceptance at I will notify the owner of the property of the requirements fie Law, FS 713.
IF
nt Date Signa re of ontra or/Age Date
Print Own Agent's NC
C
Signature of Notary -State of Florida Date
�v Eric Heileson
My Commission DD317772
Owner/Agent is ernally K
sonoWoF-xpires July 09, 2008
_ Produced ID ��j }
APPLICATION APPROVED BY: Bldg: (!/ Jj" Zoning:
(Initial & Date)
Special Conditions:
Print Contractor/Ager ' Name
Signature of Notary -State of Florida Date
$00 Eric Heileson
�,, My Commission DD317772
Contractor/Agent is _ Personally Ktldwfl't0 fes July 09, 2008
_ Produced ID
(Initial & Date)
Utilities: FD:
(Initial & Date) (Initial & Date)
Permit # :
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
Zoning: Qaluelof Work: $_ ,' O 00
Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Y_
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 #: PC a(
Owners Name & Address: ( f
Contractor Name & Address: 14bfYLmS 16 W P- q -
Phone & Fax: `iU 1 -
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Proof o Ownerjhip & Legal Description)
c fent 6s L 3a; i
Phone: ��7 I f
"J Statue License Number:
Contact Person: J • 46 r a yn 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, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there m y e a itional pe its required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit i v fi ion t at I ill notify the owner of the property of the require men o Florida Lie t w, FS 713.
11-U l� �
Signature f Ow r/Agent Date Signature of Contractor/Age t Date
k'''w►� L f1/c
Print Own r/Agent's Na Print Contractor/Agentam
Signature of Notary -State of Florida Date Signature of Notary -Slate of Florida Date
4W Eric Heileson
_° q'41010EriHeilesOn
My Commission DD317772Owner/Agent is ersonally Known t` Contractor/Agent is Personal) A0l+mission DD317772
_ Produced [D mw Expires July 09, 2008 Produced I ,b
w Expel _July 09, 2008
APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD:
(initial & Date) (Initial & Date) (Initial & Date
(Initial &Date)
Special Conditions:
ABRAMS - TOWN & COUNTRY ELECTRIC
(Mailing Address)
PO BOX 2014
APOPKA, FLORIDA 32704
Please refer all calls to:
407-345-1237
Fax: 407-345-1034
TO WHOM IT MAY CONCERN:
PLEASE ACCEPT THIS LETTER AS MY AUTHORIZATION FOR THE
UNDERSIGNED TO ACQUIRE ELECTRICAL PERMITS IN MY BEHALF FOR
ABRAMS - TOWN & COUNTRY ELECTRIC, (ELECTRICAL CONTRACTORS.)
FOR THE JOB LOCATED AT
wj
LOT BLOCK SUB -DIVISION
PROPERTY OWNER
SWORN AND SUBSCRIBED BEFORE ME THIS JO DAY OF
.4'ut, (month) 2COS- (year) IN COUNTY
4
MY COMMISSION I
POWER OF ATTORNEY
Date: 0
I hereby PP name and appoint
(�'
Of 1 QQ ILC V" Ci GY1
In, fact to act for me and apply to the C I Ty
Building Department for a
For work to be performed at a location described as:
Section Township Range
/_
Subdivision ,�, � '� NMI,
to be my lawful attorney
permit
Lot 2` 4 Block
(Owner of Property and Addre )
and to sign my name and do all things necessary to this appointment.
/ from eT L, r cpc
Type or Print Name of Register or Ce 'fi d orAnd Contractor's License Number
Signature of Regiger o Certi d ri for
The foregoing instrument was acknowledged before m thi day of of 20
le
By
Wh is personally own to me/who produced
As identification and who did not take oath.
State of Florida
County of c_)
Notary Public, Orange County, Florida
,�" Eric HeilMM
� " i ce+ ot�S1tY
a «. E Oms j* 09, 2008
Seminole County Property Appraiser Get Information by Parcel Number
Page 1 of 1
http://www.scpafl.org/pls/web/re_web.seminote county title?PARCEL=22193050300002440&cbpar... 3/15/2005
DAVID JOHNSON. CFA«ASA
PROPERTY
6
APPRAISER
SEMINOLE COUNTY FL,
1101 E. FIRST sT
• !t
SANFORD, FL 32771-1468
#1
407-665-7506
F
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 22-19-30-503-0000-2440 Tax District: S1-SANFORD
Depreciated Bldg Value: $0
Owner: CENTEX HOMES Exemptions:
Depreciated EXFT Value: $0
Address: 385 DOUGLAS AVE STE 2000
Land Value (Market): $14,800
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714
Land Value Ag: $0
Property Address: 103 WILSON BAY CT SANFORD 32771
JustlMarket Value: $14,800
Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2
Assessed Value (SOH): $14,800
Dor: 00 -VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $14,800
Tax Estimator
2004 VALUE SUMMARY
SALES
2004 Tax Bill Amount:
Deed Date Book Page Amount Vac/Imp
2004 Taxable Value:
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 244 PRESERVE AT LAKE MONROE UNIT 2
LOT 0 0 1.000 14,800.00 $14,800
PB 66 PGS 10 & 11
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
'** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminote county title?PARCEL=22193050300002440&cbpar... 3/15/2005
RESIDENTIAL SWIMMING P00i"
SPA, AND HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
I, L, Cil , contractor license # and
m
(contractor print nae)
I (we) (� !,lll,{ f acknowledge that a
(please print name(s) of homeowners)
new swimming pool, spa, and/or hot tub will be constructed or installed at
__103 01 �_S-6 3 4V eU ✓y'7` Si to A42A f L_ 3 a?7/
(please print fullgal-gal address including house numbet, street, and city address)
and hereby affirm that one of the following methods will be used to meet the
requirements of Chapter 515, Florida Statutes.
(C "tr ffannmeowner, please initial the method(s) to be used for the pool, spa, and/or hot tub.)
The pool will be isolated from access to the home by an enclosure the
e iol barrier requirements of Florida Statute 515.29 and shall meet the
requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315.
The pool will be equipped with an approved safety pool cover that
complies with ASTM F1346.91 (Standard Performance Specifications for Safety Pool
Covers for Swimming Pool, Spa, and Hot Tubs.)
• All doors and windows providing direct access from the home to the pool
will be equipped with an exit alarm that has a minimum sound pressure rating of 85
decibels at 10 feet and shall meet the requirements of the 1997 Edition of the
Standard Swimming Pool Code, Section 315.2.1.9 (1).
• All door providing direct access from the home to the pool will be
equipped with self-closing, self -latching devices with release mechanisms placed no
lower than 54 inches above the floor or deck, and shall meet the requirements of the
Standard Swimming Pool Code, Section 315.2.1.9 (2).
I understand that not having one of the above installed at the time of final inspection, or
when the pool is completed for contract purposes, will constitute a violation of Chapter
515.F.S. and will be considered as committing a misdemeanor of the second degree,
puns a le y fin up to $500.00 and/or up to 60 days in 'ail as esi!r
hed in Chapter
775. 82�F. ill result in disapproval of final inspectiot
���t►�/lam
HOME OWNERS NANW (please print)
NOTICE OF COMMENCEMENT
State of Florida
Permit No. Tax Folio No. (PID)
County of Seminole
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF 1 ROPERTY (Legal description of the property and street address
erJ 9A O -D4 4L.
GENERAL DESCRIPTION OF IMPROVEMENT _ swimming Pao;l
' 1 iNE IC S CLEW IF CIR;t.IIT COWT
a: E COLO"
FIG 0417
K' S # 2!005137079
s 1t MRDED c 111205 10117:24 t
OWNER INFORMATION fiEC�IWING FEES 10.%)
n 1 P$: rY z't s -h —
Name and address n T, X, to wtig---s pts G! ,�5�%`'Q�,�; of ?7
Interest in property (Fee Simple, Partnership, etc.) Ourner/builder
CERTML07Cupyj
jMW A NE MORR?
E F 'IRC IIT URT
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER•(IF OTHER THAN OWNI{Ry,,
CONTRACTOR
/Name and address014%_
SURETY (Bonding Company)
Name and address
Amount of Bond
DOCUMENT PREPARED BY:
LENDER K11L• "1500%
3$5 tooi;.rl'4 VV
Name and address! m g\52r.n32711
Persons within the State•of Florida designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(l)(a)7., Florida Statutes:
Name and address
In addition to himself, Owner designates of
to receive a copy of the Lienor's Notice as
provided in Section 713.13(l)(b), Florida Statutes.
Expiration Date of Notice of Commencement
(The expiration date is 1 year from date of recording unless a diff#e t to
,,Wspecified.) -
Signature,/of`OVmerV / \ /
Sworn to and subscribed efore me this Day ofCC BOO
My.Commission Expires:
Notary Public`'" Eric "�O"
My Commission DD317T72
N.161/ Expires July 08, 2008
The foregoing instrument was acknowledged before me this 10 day of -,g- 2.e by
(name of person acknowledged), wh personally kjlown to
me or who has pro (type of identification as'` ification
and who did / did not take an oath>
ti1AIVU1'ACTURE,D k3Y
VAC ALERT" INDUSTRIES,= �
FORT PIERCE, FLORIDA
wWw.va0-atert.com
Vac•Aiert" Model VA -2.000 SVRS Unit 13eacts
In Lasa Than A Seaond To Quickly Release.
Dangerous Pump Suctiarl Vaca. U1n.
A Tvtafiiy Mechanical, Non-ElectirlcSafety
System, The VA -2000 SVRS lr E.wiy Tp
Install, Adjust.And'fest..
Vac -Alert's Fall We Design i,
Manufactured With Only Enc,. inser6d
Plastics And Type: 316 Stainle;y, Steel For
Lang -Lite And Rellable Service.
The VA -2000 SVRS Provides A Critloal
Layer Of Protection Against 4ody Or Umb
Drain Suction Entrapment.
Tests, Conducted By Independent, Third
Party laboratory Demonstrate That.
Vao-Aiejl% Model VA -2000 Meet, car
Exceeds Th Performance Requirements
Set By IAPfi11O [Go '1613•.2002 For Suction
Uft Appiicatlons,
The VA -2000 SVR, Is Backed By
Limited Manufcaytorer's Warranty,
FOH $Alva S ia1NI)
Vac -Alert""
Tel: (60,0746-333-4 l=ax, (5.61)746-9330
POM 0[11CO 13OY, 1309, JUS 1er, FL 33460,1003
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 244, PRESERVE AT LAKE MONROE, UNIT 2
AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
' IMPERVIOUS CAI cul ATIONc fI OT (W Y)
I" = 30'
GRAPHIC SCALE
0 15 30
LOT 244 CONTAINS 5925 SQUARE FEET t (LOT ONLY)
THIS STRUCTURE CONTAINS 2136 SQUARE FEET t
TOTAL CONCRETE 477 (WITHIN LOT ONLY) SQ. FT. t
TOTAL SOD 3312 SO. FT. t
PERCENT OF CONCRETE & STRUCTURE TO LOT 447 t
SQUARE FOOTAGE (UP TO CURB)
LOT 244 UP TO CURB CONTAINS 6475 SQUARE FEET
THIS STRUCTURE CONTAINS 2136 SQUARE FEET f
CONCRETE 810 SO. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 3529 SQ. FT. t
PER
x
i
IT
LOT 236 LOT 237 LOT — —�
I I
I �
50.00' pp ry
- 589'52'41 "W L -,30 -
CM
\
�1
WREN
I
I
� I
J
0
I
5.0'
40.0'
40.00' OFFIFU
y d
LL.I u PROPOSED
O c Za 3514C&D �Za'
Inr- a FINISH FLOOR cn O
LOT 245 C6 �' ELEVATION=17.00 of in
O u' o 'sN1= 06 LOT 243
O
-0 c; o
O 5.0' 11 O
V) 14.3 O
,;�bJERED 1`o Z
ENTRY=-• l��r
b 5.0'
I
I
I
5.0, 20.7' ..... J
I I +Y
II I
------___J
10' UTILITY EASEMENT A
50.00'
--------------------------------
WILSON BAY COURT
50' RICHT-OF-WAY
BUILDING SETBACKS
FRONT: 25'
REAR: 20'
SIDE: 5'
CORNER: 15'
PREPARED FOR:
CENTEX HOMES
1. ELEVATIONS SHOWN ARE PER LOT GRADING
PLANS PROVIDED BY THE CLIENT.
THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES
ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION
LIST FOR CONSTRUCTION.
ALL BUILDING SET BACK LINES SHOWN HEREON 15 PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY. THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL
NO 120294 0035 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
BEARINGS SHOWN HEREON ARE BASED ON
THE WESTERLY LINE OF LOT 244
BEING S00'07'19"E PER PLAT.
(FIELD DATE:) REVISED:
SCALE: 1,• = 30 FEET
APPROVED BY: SJ
JOB NO. ASM45498
PLOT PIAN 3/21/05 500
DRAWN BY: LDT FIT 7/31/04 SDO
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB#6393
1030 N. ORLANDO AVENUE. SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
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 VALID WITHOUI' T1!E SIUNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER..
a� FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATE
J
LEGEND
MOW
MINIMUM LOT WIDTH
-- —
- — - — BUILDING SETBACK LINE
POB
POINT ON BOUNDARY
— CENTERLINE
PCC
POINT OF COMPOUND CURVATURE
— —
— RIGHT OF WAY LINE
POC
POINT ON CURVE
OR
OFFICIAL RECORD
X% •%% PROPOSED ELEVATION
PO
PLANNED DEVELOPMENT
PROPOSED DRAINAGE FLOW
o
DENOTES DELTA ANGLE
O CONCRETE
L
C.B.
DENOTES ARC LENGTH
DENOTES CHORD BEARING
PC
DENOTES POINT OF CURVATURE
LB
LICENSED BUSINESS
PI
DENOTES POINT OF INTERSECTION
LS
LICENSED SURVEYOR
PRC
DENOTES POINT OF REVERSE CURVATURE
PRM
PERMANENT REFERENCE MONUMENT
PT
DENOTES POINT OF TANGENCY
PCP
PERMANENT CONTROL POINT
TYP
TYPICAL
(P)
PER PLAT
A/C
AIR CONDITIONER
(M)
MEASURED
CBW
CONCRETE BLOCK WALL
FND
FOUND
RP
RADIUS POINT
C/W
CONCRETE WALK
CS
CONCRETE SLAB
S/W
SIDEWALK
C
CHORD LENGTH
CP
CONCRETE PAD
SO. FT.
SQUARE FEET
PB
PLAT BOOK
NG
NATURAL GRADE
R
RADIUS
R/W
RIGHT-OF-WAY
PGS
PAGES
PSM
PROFESSIONAL SURVEYOR AND MAPPER
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER LB#6393
1030 N. ORLANDO AVENUE. SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
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 VALID WITHOUI' T1!E SIUNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER..
a� FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATE
J
5'6
36'0 -
---------------
2'0
1'O 3,0 6 FT DEPTH
3'0 ANTI VORTEX covLa 3 FT DEPTH
Min ASTM/ANSI Al 12.19.8
22'0
STEPS
SKIMMER
2'0 2'0
}-- 150—�} 6 3'0 1'0
51100 55''1\0 58
\ 1910 5'6
5'10 5'10
1510
2'0 210
1'O
3'O SCREEN FOOT
8 INCH WITH
1 #5 REBAR
4'0
LAKE MONROE
SR 46
�4'0�
3'0
T
2'0
POOL
EQUIP
POOL Max W
15 Max L 30 SITE Trea/stump removal OTY
0 Deep end LADDER 0
Depth 3 to
6 to 0 Fence removed by
NONE HANDRAIL 0 GRABRAIL 0
a 363 sf
Cap. 12,251 gall. Fence replaced by
NONE Waterline TILE, sldtupgrd STD
Perim. 80 R
PBSpa per. It Concrete removed
0 sf TILE: ORLEANS ort -1 BY: LAUD.
SWIMOUT (total length) 0 It Sawcut, concrete, length
0 It Trim TILE, type NONE QtylR 0
Deep end LOVESEAT 5 It Engineenng/shoring
0 ft Border type It
Shallow end LOVESEAT 0 It A -Frame 0 Irl out
0 All out Pool LIGHT 300 Watts 12 Volts
STEP length, total
0 It DIG TYPE SM MACH
DIG 8 SHTL HAUL Extra POOL LIGHTS 0 any
Raised BOND BM
FT 6" 2 DOOR ALARMS 0
AMT Pod INTERIOR finish SUNSTONE
12" 38 18"
0 24" 0 POOLALARMS 0
AMT INTERIOR color ANTIGUA
OTHER:
PREFILTER water NONE
OTHER ITEMS:
NOTE: DECK COLOR TO BE SW 2067 MAISON BLANCHE
NOTE: TILE SELECTION TO BE NEW ORLEANS OR -1
NOTE: POOL INTERIOR TO BE SUNSTONE ANTIGUA
SIZE SEE DETAIL
NOTE: 6 FT DEPTH OPTION INCLUDED
FILTER We
Or so size 60
sf CLEANER NONE
DECK CONC
REINFORClh
INLINE chlorinator YES
PUMP/motor HP 2.5 Type
CLEANER stub out only
NO
AUTO sanitizer
NONE
Extra pump/mtr HP 0 Type
INFLOOR SYSTEM
NO
HEATER STA RITE 333BTU
POOL RETURNS
3
AMT FLOOR hds 0
Other hds 0
HEATER We PROPANE
SKIMMERS
1 PLUMB. run It
25 THERAPY jets 0
SPRAY jets 0
SIZE 333K Dual therm.
NO
OTHER:
WATERFALL NONE
AQUALINK NONE
SIZE SEE DETAIL
SPA remote NO
FIBEROPTICS NO
-
TD electric
YES EXTRA lights
1 TYPE ACRYLIC
AREA 398
SPA size sf 28 PERIM Card
8
BLOWER
EM light sw
YES HEATER
NO EXTRA pump
YES COLOR MAISON BLANCHE
0 TOP patio sf 0 PREP patio 0
DAM wall length ft 11 Width 6
BLOWER hp 1 LIGHT 12 75
QUA LINK
NO SPA remote
NO TOP type ACRYLIC
0 SPAJETS 4 RET lines
0
UTO sang.
NO Remote stand
NO CANTILEVER 69
ACR band 0
SPA raised 12 AIR switch
NO
SERV upgrd
NO FIBEROPTICS
NO BAND width " 0
Color 0
GLASS BLK 0 SF
0 QTY
HER:
FOOTERS ft 0
D O DRAIN 36
BOOSTER PUMP 0
HP
r
RISER type
CANT 12 ft
SPILLWAY spa model
0
CONCRETE PUMP
YES 398 SF
SPILLWAY spa COLOR
SCREEN BY: ACTTCNII SHORT load NO RET well NO GRAB RAIL 0 QTY
CHILD FENCE BY: TURNDOWN deck 24"- R 0 OTHER:
FENCE BY: 12% It 16 6' -ft 2
PLANTER FORMING 21 It
Tel 407-61
Tel 0
44 Subdivision PRESERVE @ LAKE MONROE
2 Plat Book 66 Page 10-11 Courcy SEMINC
GREGORY 113rawn by KG Chkd
12005 IScalle 1/8" =1"-V
' n
','
DECK CONC
REINFORClh
385 DOUGLAS AVE
Owner's Name
ALTAMONTE SPRINGS FL 32714
Job Address
Construction Tel (407) 661-2192
Job Ciy _
FAX NUMBER (407) 661-9091
Legal Lot X
Block/Phase
Designer
Date Sold
Tel 407-61
Tel 0
44 Subdivision PRESERVE @ LAKE MONROE
2 Plat Book 66 Page 10-11 Courcy SEMINC
GREGORY 113rawn by KG Chkd
12005 IScalle 1/8" =1"-V
r4
N GENERAL NOTES-
t :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 2001 AND ANSI NATIONAL STANDARD -5 FOR RESIDENTIAL
INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3
FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS.
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 WITH 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 EARTH WITHOUT A SEPARATION
BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX)
BETWEEN CONCRETE AND EARTH, MINIMUM COVER, SHALL BE 1 36".
S. 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. 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 IT'S ENTIRETY AND THE AREA
SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY
COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE
POOL MUST BE REDESIGNED.
& 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.
9. 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.
10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN
RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM
CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AN
ORDINANCES.
1 CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO
AREA.
12. IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC
BREAK WILL BE PROVIDED.
13. ALL STRUCTURAL FILTRATION, AND ELECTRICAL DETAILS OUTLINED
IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION.
14 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.
15. SPAS AND HEATED POOLS SHALL HAVE A COVER DESIGNED TO
MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS
DERIVED FROM NON-DEPLETALBE ON-SITE RECOVERY SOURCES.
16. THERE SHALL BE GLAZING IN DOORS AND WALLS OF ENCLOSURES
FOR HOT TUBS, AND OTHER SUCH FACILITIES WHERE SUCH GLAZING IS
LOCATED 36" OR LESS FROM A STANDING OR WALKING SURFACE WITHIN
THE ENCLOSED AREA OR LESS THAT 60" ABOVE THE FLOOR OR
WALKING SURFACE.
T!. WARNING! 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.
WATER UNE-/ I LIGHT
5- 6" TILE
6"
MAXIMUM RISER = 12" 1
MAXIMUM TREAD = 10- (240 SQ. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONMUDIPML 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 DETA&
1 I UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
S MAO ff DETAOL
I 1 VARIES - SEE PLAN
THERAPY
co
#3 AT 12- 18- SEAT
O.C. EA. WAY
4"
RETURN 6.
(1ST SPECIFIED)
GUNITE
REBOUND
2-8" 0 ANTI -VORTEX DRAINS
SEPARATED BY 3'
SPA SECTION
THE FOLLOWNG TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE ZE PUMP
1 50 GPM 1 65 GPM I I HP
2 85 GPM 105 GPM 1 2 HP
2 Yt" 125 GPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TDI) OF
50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE WILL
VARY DEPENDING ON THE PUMP SPECIFICATION AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS.
AWG COPPER WIRE
TIMECLOCK
TO pgNEL
SERVICE SPST
JCT. BOX TOGGLE
�4' MIN. F SWITCH
8" IN. W.P. DISC
PUMP
12 V TRANS
POOL -3DECK #12 IN %" COND
12 V/300 W W/ LOW ALL ELECTRICAL
'WATER CUT-OFF SHALL CONFORM
OR 120 V.A.C. W/ GFI W/ ART. 680
PER N.E.C. N.E.C. 2002 .
ELECTRICAL DIAGMM
DISTANCE
LESS THAN EXISTING
1 ON 1 + 1 STRUCTURE
I
"
r 6" THICK WALL
- #3 BARS AT 6"
O.C. EACH WAY
- STEELTEX FORM
MARBLE PLASTER
FINISH
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6" ON
CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL
SHALL BE CONSTRUCTED AT 6- THICKNESS. THE STEEL MAT AND SHELL WALL SHALL
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 + I METHOD.
TYPICAL WALL AND FLOOR
1 #3 BAR CONT. W/
4" NOM. "FIBER MESH" CONCRETE DECK W/ SUP
5" WALL -W/ 8"X8- BOND
RESISTANT TOPPING ON COMPACTED GROUND
W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL)
BEAM USE 2 #3 BARS CONT.
4' MIN. JUNCTION BOX
8" MIN.
(BY OTHERS)'
l
TO TRANSFORMER
18" MIN. TO
(BY OTHERS)
TOP OF LENS
OUTER EDGE OF DECK TO
MARBLE
CONFORM WITH LOCAL CODE
PLASTER FINISH
U.L. APPROVED 120 VAC/30OW POOL LIGHT W/
REFER TO ATTACHED DRAWING
- GFI OR 12V/30OW POOL LIGHT W/ LOW WATER
FOR DATA REGARDING DUAL
CUT OFF IN U.L. APPROVED GREY PLASTIC
SUCTION OUTLET SYSTEM AND
VACUUM RELIEF SYSTEM
FORMING SHELL W / #8 BOND PER N.E.C.
5
#3 BARS 12" O.C. EACH WAY
I STEELTEX FORM (OPTIONAL)
POOL 87MCTURAL DETA� S
4 1 '
FILTER SY87BA
AN V ,� V
C 1 0
8"X8" BOND BEAM ,
2 #3 BARS CONT.
MIN. 1 %" COVER OVER
ALL BARS SEE NOTE #5
� 6" TILE 1 #3 BAR
5 " CONT. W/
11111.5' WALL
ALTSWATE BEAM
I ti~' -
1. MAIN DRAIN LINE
2. SKIMMER UNE
3. WASTE LINE
4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
i A. HAIR & LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
D. IN-LINE CHLORINATOR
(OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
28" MIN. PER
MANUFACTURER SPEC.
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH -
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6- MAX. BETWEEN
TREAD AND POOL WALL -
1
q. VACUIUM ULE -
vr &Q% -N VACUUM
F"NG
11
MAX it
AtITINORM
VE M
r
re
S•WftAWING POOL
p�
SECTION
VACUUM UNG �9m•A•
(OPTIONAL.)
VN SAFETY VACUUM
FITTm \ SKIMMER .
iS+YdRINC
' MAx Ir
AmnVORM
covet
via
� ro `` ` � r(M
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS
IN ACCORDANCE WITH SECTION 424.2.6.6
OF FLORIDA BUILDING COME
ANTIVORM
COVER
sucnoN **Am
PAM" o"m SMAS
vel re-' suc m wEM
(MAY+ DRAMM
0
Swum "ATS
(MAIN DRAM%
SVWMIDNG POOL
SECTION
VACUUM UNE AUTFR•B•
(OPTIONAL.) - -
W SAFETY VACUUM
RrnND \ SKIMMER
iK• MMIC
um 1r
Tyf+ ANTNORM
covet
r j
VER re
�+T+I
SWIMMING POOL
SECTION
NAm=
(COVER MUST COMPLY WITH
ANSYASME A112ALS M )
SPA SECTION
ALTERNATE
SKMAdR ANTIVORTEX
COVER
sm
�r
VE M
re SUCTION -AT
(MAIN ORA"
SPA SECTION
ALTERNATE
AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-
.ALERT.i11 SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF
DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN.
ATTACHTHAT VE PLACKARD VM11CH STATES
W 13 A SVA
SAFETY DEVICE AND SHOOUU POOL
D NOT
13E TAMPERED WITH_
ALTERNATE 9ucrfew e. cT ava M MAY
WtXtmE 10 N THE BOTTOM AND ONE ON THE
VERTICIL WALL.= ONE EACH ON TWO (2)
SEPARATE VERTICAL WALLS S VENT COVER MAY BE GUTTER
DRAW SUCH AS HAYWARD
VENT TO ATMOSPHERE SO VENT MODEL 3xioi g
WILL NDT BE BLOCKED BY DEBRIS.
INSECT INFESTATKIN,OR �,
CONTAMWATKNI �.
r Cr MD10MUAM
T
r� I r►0 f
SUCTION
INLET
MAXlMUM
r0
TOVENT TEES
CONNECTION I• —
ALL SUCTION
TO PUMP P54w - r 0
MALUM sUCTION RPE VELOcnY
SIX (S) FPS OR as GPM
0
SUCTION
INLET
0 ALL VENT
PIPNG . ISI,- pI
Iwo
i
1K- a vENr PIPE
f
it MML
SUGGESTED
DETAIL
(1) VERTICAL
TOLERANCE
IS+ r
(U WATER
MARK
TO PUMP
All— CAP
TREATER THAN 2.0
"T" CONNECTION
VE 11
T PUMP ` UP TO TO
PASS THRU CONNECTION
--PLAN VIEW
VE 11 CONNECTIONS
VENTED COVER SUCH AS
SKIMMER COVER W/ COLLAR
VENT AND EXTENSION SET
CAP FLUSH DECK
DECK'
TO PUMP "�'6" 0 PVC SLEEVE
-�-- EXTENDED FROM
COVER COLLAR
VENT IN DECK
CAP
8" MIN THREADED
EXTENSION r COUPLE
DECK
TO PUMP
OFF DECK.
—SECTION VIEW--=
INSTALLATION OPTIONS
P°BAR 0 7 2005
1
ATMOSPHEMC VENT PIPE LENGTH DRAWING TO suPPLEMENT
MINORN • 1(I' MAXIMUM ■ 3(T CONTRACTORS SPECIFICATION
DRAVMNG ON RLE
H SH ARDSC
THE MAXIiOUM dACUUM WITH ONE ENO
SUMP PLUGGED AND TO RELEASE 71 OE
[DUAL SUCTION INLET SYSTEM ABODYENTRAPMENTONTHEOTHER PARK, FL 327SUMP VMLL NOT EXCEEDED 4.5 PHONEATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN s SECONDS
FAX (4M ®57-4133
-DECK-
v 8'Y.• W�
s
WATER
LEVEL
1+3' MIN. -..I
TYPICAL POOL AND SPA INSTALLATION
E%NTR_Ac_To_K
N FLOW FOR RESIDENTIAL POOL = 8AFPSN FLOW FOR RESIDENTIAL P = 6 FN PIPE
T THESE REQUIREMENTS
ICTION LOSSM PIPE ELBOWS
F
45•
W.ELBOW
ELBOW
r
2'
2W
6'
2'R
V
6'
3•
4'
6'
4.
5'
12'
5•
8'
14'
PIPE LENGTH TO VE 11 - "L" - ELBOW FRICTION LOSS
EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
TO VEII IF USE 2.0 PIPE W/ 2-90• ELBOWS AT 6 FPS IS 54' —12' 3 42'
[gVAA;;qC�lUUM SUCTION ELIMINATOR - VE II
1S REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN
CETEX
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGS,•FL 32714
CPC- 056984
Tii m�,*vftwlt,
P.E. DRAW..ING
LVOT TO SCALE' DWD BY— GHS