HomeMy WebLinkAbout321 Willowbay Ridge St (4)Permit # : l
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date: 9-- GJ ' C)(,
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool_
Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial
Occupancy Type: Residential --%— Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: &�' R —'
Owners Name & Address:
Contractor Name & Address:
Phone & Fax: 1W
Bonding Company:
Address:
Mortgage Lender: .
Address:
Architect/Engineer:
Address: 171
04 %( P (Attach Proof of Ownership & Legal Description)
•
Phone: go -7— (D 1
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 applicablee laws rngu.lating
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
this county, and there may beAddi9ional 1
Acceptance of permit is
Signature of
permit, there may be additional restrictions applicable to this property that may be found in the public records of
required from other governmental entities such as water manl geAtent q;i1gricts, state agencies, or federal agencies.
will notify the owner of the property of the requirements of rtcyryda ffiA lv, FS 713.
Print0 /Agent's Na
Signature of Notary -State of Florida Date
��r Eric Heileson
`� My Commission DD317772
Owner/Agent is _ ersonally Kn ee%pires July 09, 2008
Produced 11
APPLICATION APPROVED BY: Bldg: _00Zoning:
(Initial & Date)
Special Conditions:
%i���/lT/�i.�
Date
Print Con_ti;ctor/Agent',s
Signature of Notary -State of Florida Date
syn Eric Heileson
ON
+�,My Commission D0317772
Contractor/Agent is ersonally Knbjv1eg)Ores July 09, 2008
Produced ID
Utilities: FD:
(Initial & Date) (Initial & Date) (Initial & Date)
0 U
Permit # :_
Job Address:
a
Description of Work:
Historic District:
RECEIVED
0 C T 10 2009
CITY OF SANFORD PERMIT APPLICATION
Date:
Zoning: alue / of Work: S %600 *0
AUG
-2� 0
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 #: 4;Lc:;t On, 6163—
6 3— V"o `/Xlt 0 (Attach Proof of Ownership & Legal Description)
Owners Name & Address: C1_AJ_ T_& 4*010-:-
Phone: V01 -LAW
Contractor Name & Address:
MY 14VIIIl`__L_ V fState License Number: LA—VU 1 7 0x'
Phone & Fax: 1401 65'74 5 r Contact Person: J f1ra >n S Phone:
Bonding Company:
Address: f
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 of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and thWbedditioI permits required from other governmentalentities such as water m a emen istricts, state ag cies, or federal agencies.
Acceptance of pert I will notify the owner of the property of the requirements of 1 d e Law, FS 713. 196i,IGSignatuDate Signatur of Co frac r/Age Date
PMri i r>wn cw r rrN
Print Owner/Agent's N e Print Contractor/Agent's N n e
6 "r
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Eric Heilesort ,,v9N
Eric Heileson
:per • My Commission DD317772 fMy Commission DD317772
+ res Juy 09, 2008 dF Expires July 09, 2008
Owner/Agent is _ ersonaily Know FI Contractor/Agent is V Personally KnowAtme or
P_Produced ID
Produced ID
APPLICATION APPROVED BY: Bldg: ! Zoning: Utilities:
(Initial & Date (initial & Date)
Special Conditions:
FD:
(Initial & Date) (Initial & Date)
POWER OF ATTORNEY
Date: �; —2,5— G S
I hereby name an-
d appoint t7_VL .L-___)(/ r l UW I L (5 j[2il✓t'%
Of C/l�(.l.0 rl�► @G'[S �- QLSi ,�tl? to be my lawful attomev
s
In fact to act for me and apply to the C� -/(r) a ,� _pacZ,
Building Department for a I/jfc� permit
For work to be performed at a location described as:
Section Township
Subdivision
Range Lot 911. Block
Owner of Property � P rtY and A )
and to sign my name and do all things necessary to this appointment.
Type or Print Name of Register or Cey if Cohfctorknd. Contractor's License Number
,?-4n- A ,A
Signature of RegisteVor
The foregoing instrumentwas acknowledged before
By l � � 6* L
Who is personally known to me/who produced
As identification and who did not take oath.
State of Florida
t
County of tLG
Notary Public, Orange County, Florida
clay of of 2e.'
ON Erk t�
mea day 09..Vo
2Wa
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
LOT BLOCK
PROPERTY OV
SUB -DIVISION
SWORN AND SUBSCRIBED BEFORE ME THIS .LJ DAY OF
(month) (Year) IN COUNTY
MY COMMISSION I
Seminole County Property Appraiser Get Information by Parcel Number
Page I of 1
http: //www. scpafl. org/pls/web/re_web. seminole_County_title?parcel=22193050300002 l 10&cpad=WILLOW ... 5/10/2005
DAVID JotimsoN, CFA, ASA
O
'
PROPERTY
APPRAISER
p
SEMINOLE COUNTY FL.
1101E. FIRST sT
m
SANFORO, FL 32771.1468
H
-1
407-665-7506
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 22-19-30-503-0000- Tax District: Si -Depreciated
2110 SANFORD
Bldg Value: $0
Owner: CENTEX HOMES Exemptions:
Depreciated EXFT Value: $0
Address: 385 DOUGLAS AVE STE 2000
Land Value (Market): $29,500
City,State,ZipCode: ALTAMONTE SPRINGS FL 32714
Land Value Ag: $0
Property Address: 321 WILLOWBAY RIDGE ST SANFORD 32771
Just/Market Value: $29,500
Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2
Assessed Value (SOH): $29,500
Dor: 00 -VACANT RESIDENTIAL
Exempt Value: $0
Taxable Value: $29,500
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 Frontage Depth Land Unit Land
Method Units Price Value
LOT 211 PRESERVE AT LAKE MONROE
UNIT 2 PB 66 PGS 10 & 11
LOT 0 0 1.000 29,500.00 $29,500
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 your next ear's property tax will be based on Just/Market value.
Page I of 1
http: //www. scpafl. org/pls/web/re_web. seminole_County_title?parcel=22193050300002 l 10&cpad=WILLOW ... 5/10/2005
_ sem✓ .._ _ � __r �s' •v `�:Y S C �i ti :...�1 'f '✓ . ' i_ v ...
State of Florida County of Seminole
Felrrnit No. — Tax Folio No. (PID) oil=(D(Ydo,' Rile
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)
AT J kir a
CONTRACTOR
Name and address
SURETY (Bonding Company)
Name and address
Amount of Bond
LENDER
Name and address
DOCUMENT PREPARED BY:
K.1., GA600Ay
ass t0okruki Svc
yqlARYANNE MOUSE
OF CIRCUIT COURT
M!
rnt1NTY, FLORID
3�'A'a 03
Persons within the State•of Florida designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(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
Sworn to and subscribed before me this -- Day of 'AUI,7
i
Hellesan My Commission Expires:
Notary Public : M' Commission DD317772
't Of dF Expires July 09, 2008
The foregoi instrument was acknowledged before me this day of 66 by
�wr►e��y (name of person acknowledged), who i ersona y o to
me or who has produced (type of identification) Z i en i tcation
and who did / did not take an oath>
/
.tea wr l 1 %W : � 5
'�
.q.�
..
,,. .
4+
u m
=dM
GENERAL DESCRIPTION OF IMPROVEMENT
Swimming Pool
7 an m
V,�
AW
do ff,
�
LqJ
OWNER INFORMATION
Name and address
60"G Ott
- L - Y 1�
?
�n
Interest in property (Fee Simple, Partner hip, etc.) .Owner/builder
go
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER•(IF OTHER THAN OWNER)
CONTRACTOR
Name and address
SURETY (Bonding Company)
Name and address
Amount of Bond
LENDER
Name and address
DOCUMENT PREPARED BY:
K.1., GA600Ay
ass t0okruki Svc
yqlARYANNE MOUSE
OF CIRCUIT COURT
M!
rnt1NTY, FLORID
3�'A'a 03
Persons within the State•of Florida designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(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
Sworn to and subscribed before me this -- Day of 'AUI,7
i
Hellesan My Commission Expires:
Notary Public : M' Commission DD317772
't Of dF Expires July 09, 2008
The foregoi instrument was acknowledged before me this day of 66 by
�wr►e��y (name of person acknowledged), who i ersona y o to
me or who has produced (type of identification) Z i en i tcation
and who did / did not take an oath>
RESIDENTIAL SWIMMING POO,
SPA, AND HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
Gfeg o contractor license # C Vand
(contractor print name)
I (we) e `j- K 4b 5 acknowledge that a
(please print name(s) of homeowners) ;
new swi pool, spa, and/or hot tub will be constructed or installed at
(please print 11 legal address including house number, street, an4 city address)
and hereby affirm that one of the following methods will be used to meet the
requirements of Chapter 515, Florida Statutes.
U
eowner, please initial the methods) 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
ol 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,
punishable by fines up to $500.00 and/or up to 60 days in jail as established in Chapter
775.08will result in disapproval of final inspection.
Sl
DATE q h
HOME OWNERS NAME
PLOT PLAN
DESCRIPTION: (AS FURNISHED)
LOT 211, PRESERVE AT LAKE MONROE, UNIT 2
AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
GRAPHIC SCALE
0 15 30
IMPFRVIOIJS CAI.CUI. ATIONS (LOT ONLYI
LOT 211 CONTAINS 5750 SQUARE FEET t
(LOT
ONLY)
THIS STRUCTURE CONTAINS 2136 SQUARE
FEET
t
TOTAL CONCRETE 513 (WITHIN LOT ONLY)
SO.
FT. t
TOTAL SOD 4707 SO. FT. t
PERCENT OF CONCRETE & STRUCTURE TO
LOT
46% t
VHIARF FOOTAr..F ((IP TO CURfiI
LOT 211 UP TO CURB CONTAINS 6300 SQUARE FEET t
THIS STRUCTURE CONTAINS 2136 SQUARE FEET t
CONCRETE 846 SO. FT. t INCLUDING (SIDEWALK /APRON)_
TOTAL SOD 3318 SO. FT. t
LOT 7
PLAT OF THE FLORIEP 113 �t&T
- COLONIZATION COMPANY'S CELERY PLAN ATI(#°
PLAT B%OK 1, PAGE 129
--------------------------- ------,--------------------------
5' WALL EASEMENT
----------------
j N00'01S05"W
I
CAN
Fong)
5.0' 5.0'
4D.0'
-- 40.00'
PROPOSED W
LOT 212 -01n bz n FINISH FLOOR 41 O LO2
O L(D ELEVATION -18.20 O
FFIC
<<
r ° z unK
of ^ 5.0, 0
OD 14.3' n CJ
(n o ;`. }'COVERED � Z
ENTRI :• ; o /, "?1 l . 6 11 r e 1 (1��
I �
I N _
I "y CU
L._.—. 20.7' 5.0'
I I
I
I t�w>..•i' � fl
L---------
10'DRAINAGE &
UTILITY EASEMENT -
50.00' :` ...
CENTERLINE OF
-----RIGHT-OF-WAYI-\_- -----------------
WILLOWBAY RIDGE STREET
50' RIGHT-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 IS PER DATA
FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES
ONLY. THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
I 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 211
BEING 500'06'05"E PER PLAT.
(FIELD DATE: ) I REVISED:
SCALE: 1 = 30 FEET
APPROVED BY: SJ
JOB N0, ASM45465
PLOT PLAN 3/11 OS
DRAWN BY: ILOT FIT 7/29/04 SDO
LEGEND
. — . — . — BUILDING SETBACK LINE
CENTERLINE
RIGHT OF WAY LINE
X PROPOSED ELEVATION
PROPOSED DRAINAGE FLOW
CONCRETE
LB LICENSED BUSINESS
LS LICENSED SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PCP PERMANENT CONTROL POINT
(P) PER PLAT
FND FOUNDRED
C/W CONCRETE WALK.
S/W SIDEWALK
CP CONCRETE PAD
PB PLAT BOOK
R RADIUS
PGS PAGES
AMERICAN SURVEYING & MAPPING j
CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393
1030 WORLANDO INTER PARK, AVENUE, UTE B
FLORIDA
t'J7RQ (4n71 426-7979
MLW MINIMUM LOT WIDTH
POB POINT ON BOUNDARY
PCC POINT OF COMPOUND CURVATURE
POC POINT ON CURVE
OR OFFICIAL RECORD
PD PLANNED DEVELOPMENT
6 DENOTES DELTA ANGLE
L DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
PC DENOTES POINT OF CURVATURE
PI DENOTES POINT OF INTERSECTION
PRC DENOTES POINT OF REVERSE CURVATURE
PT DENOTES POINT OF TANGENCY
TYP TYPICAL
A/C AIR CONDITIONER
CBW CONCRETE BLOCK WALL
RP RADIUS POINT
CS CONCRETE SLAB
C CHORD LENGTH
SQ. FT. SQUARE FEET
NG NATURAL GRADE
R/W RIGHT-OF-WAY
PSM PROFESSIONAL SURVEYOR AND MAPPER
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 EXI•CEPT AS SHOWN.
3. NOT VALID WI fHGUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL GF A FLORIDA LICENSED SURVEYOR
AND MIAPPER,
FOR
THE
FIRM
MES JAY JILES PSM #4997 DATE
6'0
6" RISER
4'0 3'0
8 INCH WITH
1 #5 REBAR
CREEN FOOTER
OR
RAI
3'0
1'O
POOL
EQUIP
8 INCH WITH
1 #5 REBAR
SCREEN FOO
TURNDOWN
3514
3''0 5 FT DEPTH
ANTI VORTEX COVER
Min ASTM/ANSI Al 12.1 B.B
SKIMMER
SAFETY FENCE
36'0
7'0_ 1
�---_T
1 5'0
6"TURNDOWN
3FT DEPTH
3'O
GARAGE RIGHT
L-2
21'O 1 N
2'0
09'6 3'6 8'02'0-2'6
F
6'6 6'O
8'6
gs 9'6 — 2'O -- 2'6
2'0 2'0
2'0 q'p 2'0 26
3'6 —t 10'6 Li
:)OL Max W
6'0
0
Deep and LADDER 0
epth 3 to
5 to 0 Fence removed by
NONE HANDRAIL 1 GRABRAIL 0
6" RISER
Cap. 11,820 gall. Fence replaced by
3'0
Waterline TILE, std/upgrd STC
trim. 80 It
PBSpa per. It Concrete removed
22'0
TILE: MOSAIC TM -4 BY: LAuo
8 INCH WITH
0 ft
1 #5 REBAR
mp end LOVESEAT 0 It Engineering/shoring
SCREEN FOOTE
:)OL Max W
15 Max L 30 SITE Treelstump removal QTY
0
Deep and LADDER 0
epth 3 to
5 to 0 Fence removed by
NONE HANDRAIL 1 GRABRAIL 0
ea 394 sf
Cap. 11,820 gall. Fence replaced by
NONE
Waterline TILE, std/upgrd STC
trim. 80 It
PBSpa per. It Concrete removed
0 sf
TILE: MOSAIC TM -4 BY: LAuo
NIMOUT (total length) 5 It Sawcut concrete, length
0 ft
Trim TILE, type NONE Oty/ft 0
mp end LOVESEAT 0 It Engineering/shoring
0 It
Border type It
tallow end LOVESEAT 0 It A -Frame 0 12 out 0
All out
Pool LIGHT 300 Watts 12 Volts
fEP length, total
0 It DIG TYPE SMALL MACHJSHUTL_
Extra POOL LIGHTS 0 Qty
wised BOND BM
FT 6" 34 DOOR ALARMS 0 AMT
TOP patio sf 0
Pool INTERIOR finish SUNSTONE
12" 0 18"
0 24" 0 POOL ALARMS 0 AMT
INTERIOR color NATURAL
CANTILEVER
ACR band
0 SPA raised 0 AIR switch NO
PREFILTER water NONE
fHER ITEMS:
NOTE: DECK COLOR TO BE PARIS WHITE
FOOTERS ft 0
D O DRAIN
36 BOOSTER PUMP 0 HP
NOTE: TILE SELECTION TO BE TUMBLED MOSAIC TM4
CANT 6
It SPILLWAY spa model
CONCRETE PUMP
NOTE: POOL INTERIOR TO BE SUNSTONE NATURAL
SF SPILLWAY spa COLOR
SHORT bad NO
RETwan
NOTE: FIGURE 4 HANDRAIL IN SHALLOW END INCLUDED
TURNDOWN deck
6" -It 12
BRIDG
208
LAKE 1190NROE xx
SR 46
ER
FILTER type DE 36 size 35 sf
3T®
PUMP/motor HP 1.00 Type
NO EXTRA pump
Extra pump/mtr HP 0 Type
LINK
POOL RETURNS 3 AMT
NO
SKIMMERS 1 PLUMB. run It 25
BRIDG
208
LAKE 1190NROE xx
SR 46
ER
NO HEATER
NO
ght sw
NO EXTRA pump
0
LINK
NO SPA remote
NO
sand
NO Remote stand
NO
upgrd
NO FIBEROPTIOS
NO
BY: AGI
NCE BY:
365 DOUGLAS AVE
11LTAMONTE SPRINGS FL 32714
Construction Tel (407) 661-2192
-AX NUMBER (407)661-9091
CLEANER stub out only
NO
AUTO sanitizer NONI
INFLOOR SYSTEM
NO
HEATER NIA
FLOOR hds 0
Other hds
0 HEATER type NONE
THERAPY jets 0
SPRAY jeb
0 SIZE N/A Dual therm. NO
WATERFALL NONE
REMOTE SYSTEM NONI
SIZE SEE DETAIL
SPA remote NO
FIBEROPTICS NO
TYPE ACRYLIC
AREA 392
SPA size sf 0 PERIM rant 0
COLOR PARIS WHITE
DAM wall length It 0 Width 0
TOP patio sf 0
PREP patio
0 BLOWER hp 0 LIGHT 0 0
TOP type ACRYLIC
0 SPA JETS 0 RET lines 0
CANTILEVER
ACR band
0 SPA raised 0 AIR switch NO
BAND width " 0
Color
0 GLASS BLK 0 SF 0 CITY
FOOTERS ft 0
D O DRAIN
36 BOOSTER PUMP 0 HP
RISER type
CANT 6
It SPILLWAY spa model
CONCRETE PUMP
YES 392
SF SPILLWAY spa COLOR
SHORT bad NO
RETwan
NO GRAB RAIL 0 OTY
TURNDOWN deck
6" -It 12
OTHER:
12"- ft 0
18" -ft 0
PLANTER FORMING
28 ft
DECK CONCRETE WITH FIBERMESH
REINFORCING.
•
owner's Name CENTEX HOMES CAMERON/CLARK H Tel 407-654-0807
Job Address 321 WILLOWBAY RIDGE W Tel 0
Job City SANFORD
Ft zip 32771 Fax 0
Legal Lot# 211
Subdivision
THE PRESERVE @ LAKE MONROE
Block/Phase 2
Plat Book
66 Page 110-11 County SEMINOLE
Designer KEN
GREGORY
Drawn by KG Chkd
Date Sold 5/5/2005
IScale 1/8" = i. -W,
FAANU1''AGTUF1R1) 13Y
VAC-ALERl"" INDUSTRIES C
FORT PIERCE, t LORIDA
www.vac•aiert,com
Vac -Alert"' Madel VSA -2000 SVRS Unit Ileacts
In Loss Than A► SDcond To Quickly Reiesso
D angerous PumP SLiatiara Vocfau m.
.A Totally Mechatalcal, Non-Eleotric!Safety
ay.stem, The VA -2000 SVRS I" 1 an)y To
Install, Adjust.Ancl Test.
Vac.Aleit's Fail Safo Design Ii
ManufzactUred With Only Engineered
Plastics And Type 316 xtairfless .55teel For
Larlg-Life And Rellable Service.
The VA -2000 $VRS Provides A Critioal
Layer'Of Protection Against Body Or Umb
Drain Suction Entrapment.
gat.
Tests Conducted By Independent, Third
Party Laboratory Demonstrate That
Vao-Aleil',5 Model VA -201.0 Mecai.,j Or
I_xce.eds The Peftrrnance Requirements
Set By IAPM0 IGC -160.2002 Fvt Suction
Lit Applications.
The VA -2000 SVRS I4� Hacked By
Limited MAnufaott+rer's Warnmty.
SERVICE CONTACT-
Vac-Alert'm
Tet; (66.1)746-3334 t=ax, (56,1)'746-9330
POM Office Lor, 1 -09, Juv,)I F, Nl� a3460,1000
M
r
GENERAL NOTES
1 FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
PCO L PLAiJ.
I
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".
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.
& 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.
iL 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.
LENGTH
WATER UNE LIGHT
5' 6" TILE
STEPS 8' MAX.
r 6"
MAXIMUM RISER = 12'
MAXIMUM TREAD = 10' (240 SQ. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
BRICK COPING
-6"X6' TILE SPILLWAY
(WIDTH SEE PLAN)
POOL
WATER UNE
�6"X6" GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
#3 AT 12" O.C. EA WAY
RAISED SPA DETA&
i r i UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWK4= DETAL
III
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE OZE I SUCTION UNE I RETURN LINE 5, F_$
1 5n CPu_ gg r_.pu
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 PgNEL
SERVICE SPST
JCT. BOX TOGGLE
1^4' MIN. SWITCH
8" IN. W.P. DISC
PUMP
12 V TRANS
POOL DECK
3 #12 IN %" GOND
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 DIAGRA�A
1 #3 BAR CONT. W/ 4' NOM ."FIBER MESH' CONCRETE DECK W/ SUP
5" WALL -W/ 8"X8' BOND RESISTANT TOPPING ON COMPACTED GROUND
BEAM USE 2 #3 BARS CONT. W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL)
4' MIN. -J UNCTION BOX
8' MIN. (BY OTHERS)
5
PLANSVI VI
cgi IF
8"X8" BOND BEAM'
2 #3 BARS CONT.
MIN. 1 %" COVER OVER
ALL BARS SEE NOTE #°
R.TER SYSTEM
1. MAIN DRAIN UNE
2. SKIMMER UNE
3. WASTE UNE
4. RETURN UNE
5. PRESSURE CLEANING
LINE (OPTIONAL)
3 A. HAIR do LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
D. IN -UNE CHLORINATOR
(OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
28' MIN. PER
MANUFACTURER SPV-;
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
E
ALL LADDER TREADS SHAL
HAVE SUP RESISTANT FINISWEDGE ANCHOR
AND ESCUTCHEON ----'3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL
TO TRANSFORMER
�`
18" MIN. TO
(BY OTHERS)
TOP OF LENS,
5" VARIES - SEE PLAN
-
OUTER EDGE OF DECK TO
MARBLE
CONFORM WITH LOCAL CODE
PLASTER FINISH
_i U.L. APPROVED 120 VAC/300W 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
FORMING SHELL W / #8 BOND PER N.E.C.
VACUUM REUEF SYSTEM
_
--
#3 BARS 12' O.C. EACH WAY
;..---j; - -
STEELTEX FORM (OPTIONAL)
POOL SIAUCTURAL DETAIIA
5
PLANSVI VI
cgi IF
8"X8" BOND BEAM'
2 #3 BARS CONT.
MIN. 1 %" COVER OVER
ALL BARS SEE NOTE #°
R.TER SYSTEM
1. MAIN DRAIN UNE
2. SKIMMER UNE
3. WASTE UNE
4. RETURN UNE
5. PRESSURE CLEANING
LINE (OPTIONAL)
3 A. HAIR do LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
D. IN -UNE CHLORINATOR
(OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
28' MIN. PER
MANUFACTURER SPV-;
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
E
ALL LADDER TREADS SHAL
HAVE SUP RESISTANT FINISWEDGE ANCHOR
AND ESCUTCHEON ----'3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL
6" TILE
-_; 1 #3 BAR
3 � MAL MMANG r WL -
5" VARIES - SEE PLAN
-
5"
5.
CONT. W/
l 5' WALL
Lam/' DIDIM S�TION
BRICK ROW) DECK OVERPOUR
DISTANCE
(1
THERAPY
a
LESS THAN
1 ON 1 + 1
EXISTING
STRUCTURE
� '
//�1V7**ATE BEAM
#3 AT 12"
18' SEAT �
=1
� � 1
f-*n� � DETA&
C E N T E X
O.C. EA. WAY
......
POOLS & SPAS
RETURN
CO
6•
1"
6' THICK WALL
"FZ#3
385 DOUGLAS AVE., 2000
(1ST SPECIFlEO)
GUNITE
BARS AT 6'
.SUITE
ALTAMONTE SPRINGS FL 32714
,'
REBOUND
.! : O.C. EACH WAY
"
MAR A. ry
V ( ZOO
CPC- 05698
2-8" 0ANTI-VORTEX DRAINS
SEPARATED BY 3'
_
STEELTEX FORM
f_.' !
DATE
r'-- MARBLE PLASTER
SPA SECTION Tr ; I
-_
RESIDENTIAL
1=_::I I ;::::.j I . _I I ! FINISH
SWIMMING
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON
?DN
cSWIi CPOOwL
SPECIFICATIO.r
CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL
.MASTER
SHALL BE CONSTRUCTED AT 6' THICKNESS. THE STEEL MAT AND SHELL WALL SHALL
SH RDSON, P.E.
®RAWING
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN
19THE
MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD.
DE IVE
FOR
TYPICAL WALL AID FLOOR
K, FL 32792
CITY OF SANFORD
WITM ANGLE OF FEPOSE
PHONE: (407) 657-4133
Fn X• (AO7) R57-4133
NnT TO Rr.AIF DWI
• VACULAIUNE
WIN� :
FITTING
,x
Poo Mlnll,r
ANTWOI
cow
r
r•
SwommG POOL
SECTION
VACtMA UNE
(OPIfOWQ
nr SAFETY VACUUM
I S
I vAxir
1X-ANTIVORM
covet
VE Y
ro ^-Zl-�lz
SVWAMM POOL
SECTION
VACUUM! UNE M 1,915 &LI 3E
(OPTIONIW
%W -SAFETY VACUUM
FITTING \
/sem
1X- AgNC
- - I AtAK tr
IK- ANTWORTEX
covet
r I
SUCTION SAM
(AAM ORAMM
ro
SUCTION osxm
(MAN ORAN"
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS ��� WATER_
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS LEVEL _ I
IN ACCORDANCE WITH SECTION 424.2.6.6 MARK I
I `OF FLORWA-U1Li)iNG CODE I
TO PUMP
Sft
ANTIVORTEX
Covet
PUP r",
J
VE Y
r s.4 SUCTION Wth�B
(&MAIN OR�MNSX
SPA SECTION
AO 7'F� -K
SKOAM
ANTIVORTIM
COVER
SPA
�r
V6 Y
l re
SUCTION OKET
(L.AW DRAW)
SPA SECTION
ALTERNATE 'W
APPROVED VACUUM RELEASE SYSTEM SUCH AS THE WAC-
RT;T"-SVRS SYSTEM -IS AN ALTERNATIVE VACUUM RELIEF
LICE, INSTEAD OF EITHER OF THE TIDO SYSTEMS SHOWN.
VER ro ATTACH PLACKARD WHICH STATES
SUCTION yMlEl' THAT VENT 13 A SWIMMING POOL
(AKIN GRAIAQ .. BE TAMPETY E
RED TMD SHOULD NOT
SWIMMING POOL_
SECTION ALTERNATE sueTR IM MM—M MAY
ALTS NaTMc y» YYCLUDE 1 py THE BOTTOM AND ONE ON THE
VERTICftWALL.M ONE EACH
SEPARATE vEWrtcAL wAuA T (2) VENT COVER MAY BE GLITTER
DRAIN SUCH AS HAYWARD
VENT TO ATMOSPHERE SO VENT Mme- 313-1019
WILL NOT BE BLOCKED BY DEBRIS.
INSECT INFESTATEON•OR
MICROMPLOGICAL CONTAMINATION Or SOWS
(COVER MUST COMPLY WITH 155 H VENTPIPE
ANSYASME AI IZISA M) S 0- MIMMUM
re I T .r0 1r mm
SUCTION
INLET
MAXIMUM r®
TO VENT TEE
COMECTION -1•
ALL SUCTION
a� TO PUMP PIPO - r 1
MAXIMUM SUCTION PYRE VELOCITY
SIX (" FPS OR 0 GPM
0
I --
0 ALL VENT
PPiEYO -1K'
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM -1 r MAXIMUM - 30'
SUGGESTED
DETAIL -
DRI=1MNCi TO SUPPLEMENT
CONTRACTOR'S SPECIFICATION
DRAVIMNG ON FILE
THE MAXIMUM VACUUM IMTH ONE
SUMP PLUGGED AND TO RELEASE
DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON TME OTHER
SUMP WILL NOT EXCEEDED 4.5
& ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN s SECONDS
I
(1) VERTICAL
TOLERANCE
IS+ r
All—
CAP
o PUMP
0 Pump
GREATER THAN r 0
"T" CONNECTION
VE 11
T PUMP \ UP TO T 0
PASS THRU CONNECTION
---PLAN VIEW
VE 11 CONNECTIONS
VENTED COVER SUCH AS
SKIMMER COVER W/COLLAR
VENT AND EXTENSION SET
.CAP FLUSH DECK
DECK
� - _/.ear • - - � .. , ;. �Y� �,
TO PUMP 6"0 PVC SLEEVE
EXTENDED FROM
COVER COLLAR
VENT
IN DECK
CAP �.
Er MIN THREADED
EXTENSION r COUPLE
DECK
TO PUMP
r
OFF DECK. '
--SECTION VIEW--=
INSTALLATION OPTIONS
PIAR 0 7 2005
New
-DECK-
WATER
LEVEL
I- Y MIN—i
TYPICAL POOL AND SPA INSTALLATION
F
N FLOW FOR RESIDENTIAL POOL = 8 FPS
N FLOW FOR RESIDENTIAL P = 6 FPS
CTOR MA ON PIPE SIZE
T THESE REQUIREMENTS
PIPE LENGTH TO VE II - "L" - ELBOW FRICTION LOSS
EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
TO VEII IF USE r 0 PIPE W/ 2-90° ELBOWS AT 6 FPS IS 54' -12' = 42'
VACUUM SUCTION ELIMINATOR - VE II
AVE II IS REQUIRED FOR EACH PUMP PLUMBED TOA MAIN DRAIN
C E N T
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGS, -FL 32714
CPC- 056984
a�MA :-d �' -.w a �e
IN I�� �
DRAWIN-%O
NOT • SCALE* GHS