HomeMy WebLinkAbout106 Wilson Bay CtPermit #
Job Address: �( U
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
a Date:
U) A A a CSI /ice' Sh4,li. \ ACV_
Value of Work:
R EIVED
AUG 2
�SBECEI p
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _X_
Electrical: New Service - # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Addition/Alteration Change of Service Temporary Pole
- Replacement New (Duct Layout & Energy Calc. Required)
# 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 #:1J1,o7, ^I 7 t--5 P
Name & Address:
Contractor Name & Address:
Phone & Fax: `JU L
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address: � -1 17
"CX/dV2
gau r e4e_
Contact Person:
(Attach Proof of Ownership & Legal Description)
Phone: 'r'1 -t0(01
KPJWi AWA JPJD]!( V#I
Phone: q c) 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 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 requirement f 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 aritiona rmits required from other governmental entities such as water a gemen stricts, state agencies, or federal agencies.
Acceptance of permit i v fto th I will otify the owner of the property of the requirements F o Lie w, FS 713.
OZV14 9--2V-OS;-
Signature JfOv)hd-/AgenN Date Signature o ctor gent Date
�i�ivwle� o ®f
Print Ow[! vent's Na
—ZY-or
Signature of Notary -State of Florida Date
SOW Eric Heileson
My Commission DD317772
Owner/Agent is ersonally Kn wAxrpires July 09, 2008
Produced ID
Print Co❑ ctor/Agent's N e
Signature of Notary -State of Florida Date
Eric Heikxm
My Commission DD317772
Contractor/Agent isZPera�j d�n moiAtsnhdy 09, 2008
Produced ID
APPLICATION APPROVED BY: Bldg: _f=�q)0Zoning: Utilities:
(Initial & ate) (Initial & Date) (Initial & Date)
Special Conditions:
FD:
(Initial & Date)
Permit # :
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
T�Jli
Zonin r *0
g: aloe of Work: $ ��'O
Permit Type: Building Electrical X 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 #: S' �[� Q�Yb ..
� /� e�i �s> of
Proof of Ownership 8c Legal escription)
Owne �Me dress: ���� �l C�S � tDL,(�-(,alb ( r'
I / V Phone:
Contractor Name & Address: gmms 6 w (ti. r} 1 Pp 80)c Cp�L
1 ��- State License Number:
Phone & Fax: 01" (05%� S Contact Person://�� //� d
` t'I'Ur� i'r'1 � Phone: X0'7o3 t74t)
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: 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 o 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 a itional its required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is e fi ton at will notify the owner of the property of the require
m of Florida Li aw, FS 713.
Signature o Own /A ent Date Signature of Contractor/Atr
Date
P�✓N+� L •All
o
Print Ow Agent's e Print C tractor/Agen ' ame
Signature of Notary -State of Florida Date Signature of Notary -State of Florida EnacTeHeileson
�o," Eric Heileson
My Commission DD317772
Owner/Agent is Personally o rp July 09, 2008
_ Produced ID
i
APPLICATION APPROVED BY: Bldg: Zoning:
(Initial & Date
Special Conditions:
My Commission DD317772
µdi Expires July 09, 2008
Contractor/Agent is ersonally Know o Me or
Produced ID
(Initial & Date)
Utilities:
FD:
(Initial & Date) (Initial & Date)
POWER OF ATTORNEY
Date: �,2q_ ()S—
I hereby name and appoint
Of Eu o 0, t,+, G
In fact to act for me and apply to the UZ
Building Department for a j
For work to be performed at a location described as:
Section Township R,a�nAge_
Subdivision 9 11M
to be my lawful
Lot27Z Block
+0D O�S_ _1 - I'T6S7 - �_� QLS - - 4
(Owner of Property and Addre )
and to sign my name and do all things necessary to this appointment.
14, "eT,11 2, circa:
Type or Print Name of Register or Cj rqf*� CoAWctorAnd; Contractor's License
Signature of Registet4r CertV
The foregoing instrument was acknowledged before
By Pm� Z_ E�
Who is personally known to me/who produced
As identification and who did not take oath.
State of Florida
t
Countyof
G
Notary Public, Orange County, Florida
permit
2::va
day of of 2005
kTFdc NOMM
woi *�Cd� D03jrM
Y 09,200
Seminole County Property Appraiser Get Information by Parcel Number
DAVID JOHMsom CFA. ASA
PROPERTY
0
APPRAISER
SEMINOLE COUNTY FL.
La
1101E. FIRST 57
SANFORD, FL 3Z771-1468
m
407-665-7506
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 22-19-30-503-0000-2720 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: 106 WILSON BAY CT SANFORD 32771
Just/Market 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 272 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
ax purposes.
""' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
Page 1 of
http-Hwww.scpafl.org/pls/web/re web. seminole_county_title?parcel=22193050300002720&cpad=WILSON ... 3/21/2005
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
ILS�'iq PO4) ea
LOT ,;Z� �, BLOCK SUB -DIVISION
40/ttg-- ftm,04 -
PROPERTY OWNER
#EC0000148
763-5028
SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF
Au_(month) 2X (year) IN COUNTY
n
MY COMMISSION EXPIRES
RESIDENTIAL, SWIMMING POOL,
SPA, AND HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
contractor license # and
(contractor print name)
acknowledge that a
(please print names) of homeowners) ;
new swimming pool spa, and/or hot tub will a constructed or installed at
A�� (�,r7[D�T S,�r`�Iro/� if- C_ -:za3e7 i
(please print full legf address including house number, striet, and city address)
and hereby affirm that one of th following methods will be used to meet the
requirements of Chapter 515, Florida Statutes.
I
rtebarrier
er, please initial the method(s) to be used for the pool, spa, and/or hot tub.)
pool will be. isolated from access to the home by an enclosure the
s 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,
punishab efm up to $500.00 and/or up to 60 days in JOY a esta shed in Chapter
775.08 f . ill result in disapproval of final inspectiori/
DATE _Cid `rkom Ie�A L,l_
HOME OWNERS NAME
Vacuum
pelage
Adjuptment
Screw
i
I's I
`MODEL
At
1J/''
d � - R O 11®
SHIN
Safety Vacuum
�
Release system
(SVRS')
MANUI"ACTUFiE,O) 6Y
VACALt~.R "" INDUSIRIESAC
FORT PIERCE, FLORIDA
uvww.yac�.(,ilert.com
Vac -Alert" Model VA -2000 SVRS Unit I'leacts
In less Than A Second To Quickly Relesso
Dangerous Pump Stiction Vacuum.
Vent
_ Screen A Totally Mechanical, t+ ori-ElectrIc Safety
System, The;
VA -2000 VAS Is Fzisy To
Install, Adjust. Arid 'fest.
Lockout/
Reloa6e Vac -Alert's Fail Safe Design Is
Mochanism Manufactured With Only Enc,. incere."d
Plastics And Type 316 St.alr)lr;;ys SteOl For
I,artg-Llte And Rellable Set -vice.
- K- The VA -2000 SVRS.Provides A Crl*bal
surge Layet-Of Protection Agviinst Brady Or Limb
Suppressor Drain Suction Entt•aptt`a0 tat.
Tests Conducted By Independent, Third
Party laboratory Demonstrate That
Vao-Alet-t's Modal VA -201.0 Meets Or
Exceeds The Performance Requirements
Set By IAPMO I1GC f 6ti 2002 Fot Suction
Lift Applicatlons.
The VA -2000 SVRS Is Becked By A 3 -Year
- � Check Valve limited ManUfactorer's Warranty.
M3 SAL i_S-ANU SERVICE" CONTACT;
VVIC-Al.ertof Florida
Tel: (661) '746.3334 Fax: (501)'746-93,10
Peal Office Box 1309, �lUf �11r?i, FL �3��iQ•1009
NOTICE OF COMMENCEMENT
State of Florida County of Seminole
Permit No. Tax Folio No. (PID)
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 PROPERTY (Legal description of the property and street address)
kiL;NLKAL NE' NCIUY'11UN U1+' 1MYKU VhMLN'1' Swimming Poa,1 _
"WN 4'tiR � CLERK IF CIRCUIT COLT
...,. ,: ... .. Iid�.E CtTl� -
=r- ()5874 PG 1844 -
CCL EjyR�kK' ryas� ��I��igg dd�2-°t0�tq¢:��i 1 �5
�.e2b11
1 z'
PX
OWNER INFORMATIONm
IiI G`lIMI1� FEES 10.00Name and address holdeT� 6 l.- n r1r"r �
n
Interest inproperty(Fee Simple, Partnership, etd.) Owne /builder An..n—.—'
—_
CIFR nr �iorii T: _
MVV I
SEMI JL . 0 1N ry,. RID
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER.(IF OTHER THAN OWN
CONTRACTOR
Name and address
SURETY (Bonding Company)
Name and address
Amount of Bond
DOCUMENT PREPARED BY:
LENDER KJ-, "660AY
3$5 �o�is Avg
Name and address ^ fEl> or�fe \5r:,,n32 7/1
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 (1)(b), Florida Statutes.
Expiration Date of Notice of Commencement
(The expiration date is 1 year from date of recording unless a
Sworn to and subscribed before me this
Notary Public; My Commission DD317772
�o„�d� Expires July 09, 2008
The foregoing instrument was acknowledged before me this day ofAOn
21
(name of person acknowledged), honally known o
me or who has produced ('type of identification a en L a i�,a
and who did / did not take an oath>
My.Commission Expires:
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 272, PRESERVE AT LAKE MONROE, UNIT 2
AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
IMPERVIOUS CALCULATIONS (LOT ONLY) SQUARE FOOTAGE (UP 70 CURB)
LOT 272 CONTAINS 5750 SQUARE FEET t
(LOT ONLY)
THIS STRUCTURE CONTAINS 1880 SQUARE
FEET t
TOTAL CONCRETE 468 (WITHIN LOT ONLY)
SO. FT, t
TOTAL SOD 3402 SO. FT. .t
MINIMUM LOT WIDTH
PERCENT OF CONCRETE & STRUCTURE TO
LOT 40% t
LOT 272 UP TO CURB CONTAINS 6300 SQUARE FEET f
THIS STRUCTURE CONTAINS 1880 SQUARE FEET t
CONCRETE--80-1--SQ. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 3619 SO. FT. t
TRACT A
STORMWATER MANAGEMENT AREA
1"=30'
GRAPHIC SCALE
0 15 30 50.00'
N89'52'41 "E ,
4 --------------
:ITII� LO 272' �1
OR AI E TYPE B j ll G 7
LOT 274
e
RREVIEWED
CITYOF
rz'-%D/lif,iJ tl®------------,q 5.0' _40.0' "iS.D
—0 j 40.00' 'y O
cn; Z o
m
Q,O m m PROPOSED n —
mk n 2724-A6t8
FINISHED FLOORb m LOT 271
ELEVATION -16.30 0 y
/S 0 F 'F23 c N _ O
LOT 273 y 5.0' 11.0' ^ CEENTRYD
I M 8.3'
I
I
I
I
�.—.—. 20.7' 5.0
— -
I
I
_Ia 10' UTILITY EASEMENT,'.-,�r;c_
r
r
OI
m-<m�
� /1
- ------ - -
CENTERLINE OF/
Q I RIGHT—OF—WAY ; O
c� I �j
m
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 IS 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 272
BEING N00.07'19"W PER PLAT.
(FIELD DATE:) REVISED:
SCALE: 1 = 30 FEET
APPROVED BY: SJ
JOB NO. ASM45525
DRAWN BY.
PLOT PLAN 3/10/05 SDO
LOT FIT 5/04/04 SDO
50.00' / ..� ....:
WILSON BAY COURT
SO' RIGHT-OF-WAY
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L8g6393
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 WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA UCF.NSED SURVEYOR
AND MAPPER..
FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATEI
LEGEND
MLW
MINIMUM LOT WIDTH
— . —
. — . BUILDING SETBACK LINE
POB
POINT ON BOUNDARY
— CENTERLINE
PCC
POINT OF COMPOUND CURVATURE
—
RIGHT Of WAY LINE
— R
POC
POINT ON CURVE
x
OR
OFFICIAL RECORD
PROPOSED ELEVATION
PD
PLANNED DEVELOPMENT
0
DENOTES DELTA ANGLE
PROPOSED DRAINAGE FLOW
L
DENOTES ARC LENGTH
CONCRETE
C. B.
.
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
RICHT—OF—WAY
PCS
PAGES
PSM
PROFESSIONAL SURVEYOR AND MAPPER
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L8g6393
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 WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA UCF.NSED SURVEYOR
AND MAPPER..
FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATEI
— 3T0
MDOOR3'O
r______ ____________________________________________
110 _T
-----------------------------
SWIMOUT
® 8 INCH W 1 #5 REBAR
5 FT DEPTH 3O SCREEN FOOTER
ANTI VORM COVER .--_-
ABrM/ANSI Al 12.19.8 Min 8'0
3 0 3 FT DEPTH LIGHT
STEPS 3'0
RAY- VAC SKIMMER 20'0
LI6H 7'0
I
R �
SAFETY FENCE
EOR
----- --------------- ------ - —8'0- - - - - -
6'0 5'6 DRAEN
' 40
0 77�1
—1 1'O
2724 GARAGE RIGHT EQUIP
2'0 2'0
2'0 l 7'O 3'6 8'6 vo 1 0
1,D .20 pal
o BRIDG 1`�
7'070 910 910 � 1 20
6'6
11
2'0' 1ro 3'o LAKE MONROE
4'0 2� 10'10
SR 46 JI
l
POOL Max W
13 Max L 26 SITE Treelstump removal QTY
0 Deep end (ADDER 0
Depth 3 10
5 to 0 Fence removed by
NONE HANDRAIL 0 GRABRAIL 0
Area 282 sf
Cap. 8,460 gall. Fence replaced by
NONE Waterline TILE, sfd/upgrd STD
Perim. 71 It
PBSpa per. It Concrete removed
0 sf TILE: ORLEANS OR -1 BY: LAuo.
SWIMOUT (total length) 6 ft Sawcut, Concrete, length
0 ft Trim TILE, type NONE 0" 0
Deep end LOVESEAT 0 ft Engineering/shoring
0 It Border We ft
Shallow end LOVESEAT 0 ft A -Frame 0 1/2 out
0 A8 out Pool LIGHT 300 Watts 12 volts
STEP length, total
0 ft DIG TYPE DIG 8 DROP Extra POOL LIGHTS O Qty
Raised BOND BM
FT 6" 0 DOOR ALARMS 0
AMT Pool INTERIOR finish SUNSTONE
12" 0 18"
0 24" 0 1POOLWLARMS 0
AMT INTERIOR color BLUE
KEN GREGORY Drawn by
SPA remote NO
PREFILTER water NONE
OTHER ITEMS:
NOTE: DECK COLOR TO BE CRYSTAL
FIBEROPTICS NO
NOTE: TILE SELECTION TO BE NEW ORLEANS OR -1
NOTE: POOL INTERIOR TO BE SUNSTONE BLUE
NOTE: AQUA -RITE CHLORINE GENERATOR INCLUDED
NOTE: JANDY RAY VAC INCLUDED
1 TYPE ACRYLIC
AREA 448
SPA size sf 28 PERIM cant 11
BLOWER YES HEATER
REM light sw NO EXTRA pump
YES COLOR CRYSTAL
0 TOP patio sf 0
PREP patio
DAM wall length ft 8 Width 6
0 BLOWER hp 1 LIGHT 12 75
QUA LINK NO SPA remote
DIG AND DROP PER BRIAN PROVOST S-1&OS
FILTER type DE 60 size 60
sf CLEANER RAY VAC
•
INLINE chlorinator YES
PUMP/motor HP 2.5 Type
CLEANER stub out only
NO
AUTO sanitizer AQUA4UTE 0
Extra pump/mtr HP 0 Type
INFLOOR SYSTEM
NO
HEATER STA RITE 333BTU
POOL RETURNS 3
AMT FLOOR lids 0
Other hds
0 HEATER type PROPANE
SKIMMERS 1 PLUMB. runft
25 THERAPYjets 0
SPRAY jets
0 SIZE 333K Dual therm. NO
OTHER:
WATERFALL NONE
2 Plat Book 66 Page
AQUALINK NONE
SIZE SEE DETAIL
KEN GREGORY Drawn by
SPA remote NO
Date Sold
3!1712005 IScale
FIBEROPTICS NO
D electric YES ExTRA lights
1 TYPE ACRYLIC
AREA 448
SPA size sf 28 PERIM cant 11
BLOWER YES HEATER
REM light sw NO EXTRA pump
YES COLOR CRYSTAL
0 TOP patio sf 0
PREP patio
DAM wall length ft 8 Width 6
0 BLOWER hp 1 LIGHT 12 75
QUA LINK NO SPA remote
NO TOP type ACRYLIC
0 SPA JETS 4 RET lines 0
UTO sanit. YES Remote stand
NO CANTILEVER 79
ACR band
0 SPA raised O AIR switch NO
SERV upgrd NO FISEROPTICS
NO BAND width ' 0
Color
0 GLASS BLK 0 SF 0 QTY
OTHER:
FOOTERS ft 0
D O DRAIN
37 BOOSTER PUMP 0 HP
RISER type
NONE 0
ft SPILLWAY spa model 0
CONCRETE PUMP
YES 448
SF SPILLWAY spa COLOR
SCREEN BY: ACTION
SHORT bad NO
RET wall
NO GRAB RAIL 0 QTY
CHILD FENCE BY:
TURNDOWN deck
24"- it 0
OTHER:
FENCE BY:
12%ft 0
18" -ft 0
_
r.
PLANTER FORMING
0 ft
_„_�„
DECK CONCRETE WITH FIBERMESH
•
385 DOUGLAS AVE
Owners Name
CENTEX HOMES (GILLESPIE)
H Tel 407-661-2147
ALTAMONTE SPRINGS FL 32714
Job Address
106 WILSON BAY COURT
W Tel 0
Construction Tel (407) 881-2192
Job City
SANFORD FI Zip 32771
Fax 0
FAX NUMBER (407)661-9091
Legal Lot#
272 Subdivision PRESERVE
@ LAKE MONROE
Block/Phase
2 Plat Book 66 Page
10-11 County SEMINOLE
Designer
KEN GREGORY Drawn by
KG Chkd
Date Sold
3!1712005 IScale
1/0- = 1--r
I
GENERAL NOTES
I FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
PL
POOL
I VVL 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 �6".
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. 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.
8. 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.
it 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.
Tl. 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 LINE:/ I LIGHT
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
LONCfTUD#IAL POOL SECTION
COPING
TILESPILLWAY
(WIDTH SEE PLAN)
IVARIES
POOL
WATER LINE
L6'X6' GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
#3 AT 12" O.C. EA WAY
RAISED SPA DETA L
I. UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAIL
5'. VARIES - SEE PLAN
THERAPY
00
#3 AT 12" 18" SEAT
O.C. EA. WAY-[
RETURN 6'
(1ST SPECIFIED)
GUNITE
REBOUND
2-8" 0 ANTI -VORTEX DRAINS
SEPARATED BY 3'J
SPA SECTION
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE 'WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE SI PUMP
1 sn rau gs �Pu1 HP
2" 85 GPM 105 GPM 2 HP
2 Ye' 125 GPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TDH) 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.
#8 AWG COPPER WIRE
TIMECLOCK
TO PANEL
SERVICE SPST
JCT. BOX TOGGLE
j4'MIN. F SWITCH8" IN. W.P. DISCPUMP12 V TRANS
OOL DECK3 #12 IN lh" COND
2 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
ELECTMAL DIAGRAM
DISTANCE
LESS THAN EXISTING
1 ON 1 + 1 STRUCTURE
..' 6' THICK WALL
_-#3 BARS AT 6'
.i O.C. EACH WAY
STEELTEX FORM
o'' 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 + 1 METHOD.
TYPICAL WALL AND FLOOR
WREN ANGLE OF REPOSE
1 #3 BAR CONT. W/
5" WALL -W/ 8"XS' BOND
BEAM USE 2 #3 BARS CONT.
18" MIN. TO
TOP OF LENS—
MARBLE
PLASTER FINISH
4' NOM. "FIBER MESH' CONCRETE DECK W/ SLIP
RESISTANT TOPPING ON COMPACTED GROUND
W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL)
JUNCTION BOX
8' MIN. (BY OTHERS)
- TO TRANSFORMER
(BY OTHERS)
OUTER EDGE OF DECK TO
CONFORM WITH LOCAL CODE
"-U.L- APPROVED 120 VAC/30OW POOL LIGHT W/
REFER TO ATTACHED DRAWING - GFI OR 12V/300W POOL LIGHT W/ LOW WATER
FOR DATA REGARDING DUAL CUT OFF IN U.L. APPROVED GREY PLASTIC
SUCTION OUTLET SYSTEM AND FORMING SHELL W/ #8 BOND PER N.E.C.
VACUUM RELIEF SYSTEM
#3 BARS 12' O.C. EACH WAY
I_
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETA"
5
FILTER SYSTEM
r,L,Alv3 NX,ryrC
y F
8"X8" BOND BEAM
2 #3 BARS CONT.
MIN. 1 31" COVER OVER
ALL BARS SEE NOTE #5
�I 5 6" TILE 5jjC1 BAR
50 WALL/
_ ytiti • ■
MAR 0 7 2DD5
- DATE
rL.DON H. SH RDSON, P.E.
P.E. NO 19
171 GOLF DE IVE
ER PA K, FL 32792
PHONE: (407) 657-4133
FAX: (407) 657-4133
1.
MAIN DRAIN LINE
2.
SKIMMER UNE
3.
WASTE UNE
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 PERr
MANUFACTURER'S SPEC._•jj
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL
TYPICAL S1M&*VG POOL
LADDER SECTION
C E N T E X
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGS, -FL 32714
CPC- 056984
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT TO SCALE
DWG BY DASH
APPD BY GHS
VACUUM LINE
ppnoNAL)
VW SAFETY VACULN
FRTING _
Ixp;
VEX
VACUW UNE
(opncuw I
vw SAFETY VACUTAI
FITTING \
Iwo
/- Z
VE N
VACw(r UNE
(oPTIONL)
VN SAFETY VACUUM
HTnmG \
i
� 14
i
r
VE r
SKRAM t
of
NNW
woL 1r
AknVORM
—;7f—
r
ra
SWIMMING POOL
SECTION -
Nzgm ATE •A•
/SaIMMEIt
� Nc
I MAX Ir
ANTIVCMU
Covet
ro
SWIMMING POOL
SECTION
ALmammx
SXrwER
MN C
IIAAX Ir
ANT(VORTEX
COVER
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS
IN ACCORDANCE WITH SECTION 424.2.6.6
OF FLORIDA rJUiLDiNG I:UUE
ANTNORTEX
COVER
SuCnoN MN.ETS
(MAN OPAM9)
"VE
r
re H sucnoN **XM
(MAN oRAOM
r
SUCTION 042"
(MAN ORARM
re-' ( w�'
oRAu+J
SWIMMING POOL
SECTION
AL aNnric -r-
SPA SECTION
AI TFC •A'
SKAVAM ANTNORTEX
COVER
SPA
�r
,/ ,x-
vE r
re ` sucum ---T
(MAN DFA N)
SPA SECTION
ALTERNATE*W
AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-
ALERT.TM SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF
DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN.
ATTACH PLACKARD WHICH STATES
THAT VENT 13 A SWIMMLNG POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED WITH.
ASYSTM MAY
NCIA=1 ON THE BOTTOM AND ONE ON THE
VERTICAL WALL.OR OPE EACH ON TWO (2)
SEPARATE veRIIGI WAi Ls
VENT TO ATMOSPHERE SO VENT
WILL NOT BE BLACKED BY DEBRM
INSECT INFESTATION,OR
MICROBIPLOGICAL CONTAMINATION
(COVER MUST COMPLY WITH \
ANSYASME M 121! t M) T o- IN Nr11UM
a< TE
TT
r0 I 2.. Is
SUCTION SUCTION
INLET INLET
MAXIMUM DNCE r 0
LSTA1 - 0 ALL VENT
TO VENT TEE MPNO -1X- 0
CONNECTION' r —
r0
ALL SUCTION
e. TO PUMP �' r O
MAMMIM SUCTION PIPE VELOCITY
SIX (i) FPS OR M GPM
0
VENT COVER MAY BE GUTTER
DRAW SUCH AS HAYWARD
MODEL SP -1019
2-1& ELBOW"
i
tY.' 0 VENT PI PIPE
'**,� p
IF
1r Mar.
3UGGE3TED
DETAIL
(1) VERTICAL
TOLERANCE
iS * r
(() WATER
MARK -1--
TO PUMP
VE II CAP
ti
FTO�( PUMPGREATER THAN r 0
"T" CONNECTION
VE II
TO PUMP \ UP TOT 0
PASS THRU CONNECTION
--PLAN VIEW—
IL VE II CONNECTIONS
VENTED COVER SUCH AS
SKIMMER COVER W/ COLLAR
VENT AND EXTENSION SET
CAP FLUS DECK
DECK
TO PUMP " 6" 0 PVC SLEEVE
�-- EXTENDED FROM
COVER COLLAR
VENT
IN DECK
CAP �.
W MIN THREADED
EXTENSION r COUPLE
X171 "i&//ul, i� DECK
TOPUMP
OFF DECK
--SECTION VIEW--
INSTALLATION OPTIONS
ATMOSPHERIC VENr PIPE LENGTH 0 ANCi
MINIMUM -1r MAXIMUM - 3W TO sR'S USPL EINENT
CONTRACTOPEgFICATION
DRAWING ON FILE
THE MAXIMUM VACUUM WITH OA
SUMP PLUGGED AND TO RELEA
DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON THE SUMP VNL.L NOT EXCEEDED& ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECO
`MP 0 7 2005
E NO
1714 GOLFgIDE DRIVIE
Qwtmiq PARK FL 32782
PHONE (4ffn 457-4133
FAX: (407) 457.4133
, P.E
-DECK-
4'8Y.-
CL
a
WATER
LEVEL
I+3' MIN. --i
TYPICAL POOL AND SPA INSTALLATION
EToo
N FLOW FOR RESIDENTIAL POOL = 8 FPS
N FLOW FOR RESIDENTIAL P = 6 FPS
CTOR MA C ON PIPE SIZE
T THESE REQUIREMENTS
TION LOSS
PIPE ELBOWS
45•
90•
LBOW
ELBOWZ2W
FSIZE
&3'
v4'
8'5'12'
6' 1
14'
PIPE LENGTH TO VE II s "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' = 42'
[gVA;;qC:UUM SUCTION ELIMINATOR - VE II
IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN
C E N T E X
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGS,+L 32714
CPC- 056984
MASTER
DRAWING
NOT TO SCALE
DWD BY– GHS