HomeMy WebLinkAbout107 Wilson Bay Ct (2)11
Permit # : 0(0,--/
Job Address: tff- 7 El
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
Value of Work: $
1 S' o SSU G
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:: #)off Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
��
Parcel #: —f 9-3 0�—/��g
r`)" � -00,00 ,`� � ^ (Attach Proof of Ownership & Legal Description)
Owners Name & Address: -a/V /� CzLs ��/'f�-%1�✓�(l (� �jnl�(I�l�j l L— a���
Phone -
Contractor Name & Address:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
in 1�_17 --
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 understandthat 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 taws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be ad(htional peri its required from other governmental entities such as water managemiWt districts, state agencies, or federal agencies.
Acceptance of permit is atca n th t I 4ill notify thee owner of the property of the
Signature ofOwner/tLgent N Date
e`I� L.Gr
Print O er/Agent's e
Signature of Notary -State of Florida Date
Owner/Agent is -
Produced ID
SysN Eric Heileson
my Commission DD31T172
Personally Kno °Expires July 09, 2008
OF
ry
APPLICATION APPROVED BY: Bldg: Zoning:
(Initial & Date)
Special Conditions:
FS 713.
Print Contractor/Agent'
Date J
=C�n�
S -JS -G S_
Signature of Notary -State of Florida Date
,,WPP, Eric Heileson
+r
r MY Commission DD317772
Contractor/Agent is _ Person BHy' nkRifRVylgr09' 2008
Produced ID
Utilities:
FD:
(Initial & Date) (Initial & Date) (Initial & Date)
9100 ,
0
Permit # :
Job Address:v L
Description of Work: W
Historic District:
CITY OF SANFORD PERMIT APPLICATION
Date:
�Ci)►ivtrnrn
a0
Zoning: alue of Work:
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: 2 # of
Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: O�� 1 ^ a/� y� (Att�ack Proof of !,w-nership & Legal Description)
Owners Name & Address: 11 .( US 4 ��Q -S 75R-5- bnU 6- M< -:A 114
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 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 ma be ditiona rmits required from other governmental entities such as water management Astricts, state agencies, or federal agencies.
Acceptance of permit v ri atio t I will notify the owner of the property of the requirements ori Lie FS 713.
OS` /S=oS
Signature f Ow r/Agen Date Signatu a of ntractor/ ent Date
Print Ow Agent'Print Contractor/Agent's Name
s e
AIL
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
�,wwoto Eric Heileson'jP Eric Heileson
My Commission DD317772 MY Commission DD317772
Owner/Agent is _ Personae j nH oluty 09, 2008 Contractor/Agent is _ Persot";KKn fflWP9, 2008
—Produced ID Produced ID
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.)
/�� e'AL 615E 6al
FOR THE JOB LOCATED AT
10� wJsm, aa�-1 C�
LOT �2 Z 6 BLOCK SUB -DIVISION
z4ep,- Inolf2a
PROPERTY OWNER ✓riU / C� l/YYl S
ALISON J. GREGORY
wem9r...""Bon
ISSION # DD 306014
S.A st1,2008
ds Thru Notary Public Underwriters
STATE TIFICATION #EC0000148
eeper (407) 763-5028
SWORN AND SUBSCRIBED BEFORE ME THIS I DAY OF
(month) _206S_ _(ycar) IN COUNTY
FLORID
A_ Ulto
S/S NOTARY PUBLIC STA A
MY COMMISSION EXPIRES �L- col v J
POWER OF ATTORNEY
Date:�lS-G S
I hereby name and appoint &71505 62E 6012 �l
Of FoOl,L , C -/Y, OWLS * Co11is 1 59Q., to be my lawful attorney
In fact to act for me and apply to the
Building Department for a SWl ( permit
For work to be performed at a location described as:
Section Township Range Lot-2VC Block
Subdivision t ay— a m aoa_
(Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
] T G PL
Type or Print Name of Register or C�rh
#iqfi/CoAWctor and Contractor's License Number
Signature of
The foregoing instrument was acknowledged before
By
Whois personally own to me/who produced
As identification and who did not take oath.
State of Florida
Countyof
> day of of 20g47
�d,rr Eric FleifeYon
my cw„+.Mm ommimg
�1q a s J* 08, ZOOQ
Notary Public, Orange County, Florida
Seminole County Property Appraiser Get Information by Parcel Number
remit.
DAVID JOHNSON, CPA, ASA
PROPERTY
1
APPRAISER
SEMINOLE COUNTY FL.
r
i
1 101 E. FIRST sT
_ r
SANFORD, FL 32771.1468
407-665-7506
FTT.')
2005 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
Number of Buildings: 0
Parcel Id: 22-19-30-503-0000-2460 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: 107 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 Vacllmp
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 246 PRESERVE AT LAKE MONROE UNIT 2
LOT 0 0 1.000 14,800.00 $14,800
PB 66 PGS 10 & 11
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
Pax purposes.
'"` Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
Page 1 of
http://www.scpafl.org/pls/web/re--web.seminole county title?parcel=22193050300002460&cpad=WILSON ... 3/15/2005
State of Florida
Permit No.
NOTICE OF COMMENCEMENT
County of Seminole
Tax Folio No. (PID) '�tA _/ 2'-3 x 5-03
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address)
S !0 - /
1127 c,yim LS uk .&-4tJ CWR-r _ 5AA� Fn R—A z i.. 3 a /* I
GENERAL DESCRIPTION OF IMPROVEMENT _Swimming Pool _
MORSE, LtEW OF CIRCUIT UNRY
--ffK' 05858 FIG OR -05
;��ir-tERWS 41 200513a940
ftRE RDED 14113/ 1<c.a�2'.49 PH
OWNER INFORMATION_ _. _ 'WRDINS FES 10.00
Name and address C C (orb �` ( S 3,Q e► �p�t �9 t h cPe�n; c���a IL 71
Interest in property (Fee Simple, Partnership, etc.) Owner/builder
CERTIFIED 'COPY
M';RYAN' MORSE
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER•(IF OTHER. THAN OWNS' R )F CIRCUIT .UIT LOUR$
Hui vO �E t0V ITY. FI_URIt
CONTRACTOR ,`�T'
Name and address _K��,� L. ��&-�
, a R -- Y Ce&Ax AnA, 'Zi.-� s
SURETY (Bonding Company)
Name and address
Amount of Bond
DOCUMENT PREPARED BY:
K L. "Fowg
LENDER ass Oc"6ghs '4VV
Name and address a ,carocA Fl„ 3, 7/4
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 diffe end e i ecified.) "
Signature of Owner N/ I /- -
Sworn to and subscribed before me this I Day of A a 69-_, �.
My Commission Expires:
Notary Public,, Eric Helm
Nty Commission DD317772
The foregoinginstrument wash o R'e�gec teTore me this iS day of A 1a)Cb
Gin L. (name of person acknowledged), wh is personally known to
or who has produced (type of identification as identification
and who did / did not take an cath>
41
I (we
RESIDENTIAL SWIMMING POOL,
SPA, AND HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
contractor license(o i� V and
(contractor print name), .
acknowledge that a
(please print name(s) of homeowners) ;
new swimming pool spa, and/or hot tub will be constructed or installed at
147 tzt L_CCU IZT— ocz>ie c_ 3a71 ,
(please print full legifil address including house numbelf, 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.
(ContrWeool
eowner, 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
s 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/pp to $500.00 and/or up to 60 days in jail as est lished in Chapter
775.0827.$. 4d result in disapproval of final inspectio$.
DATE K—
HOME
OWNERS NAME (please
�c+o
vacuum' MODEL
iFiU C II� A-20011
Safety Vacuum
Adjuptment %n► �Y
Scre�v Release System
(SVGS)
IftI
vont
- _ - - Screen
t.ockout!
Helon'e
Mochanlsm
/�
MANUrACTURED SY
�+
VAC -ALERT"' INDUSTRIES,LLO
FORT PIERCE, P 1IDA
1NV'Jil1l.Ifc�C•itiF3F'��Ct�tll
Vac-Alert'u Madel VA -2000 SVR8 Unit Hearts
In Less Than A Second To Oulckly RelessL
f_tangerous Purnp SLictiort Vacuum.
A TQtally Mechanical, Non-EIectlrlc Safety
S'ystern, The VA112000 VHS Ir Easy To
Install, Adjust. Arid 'rest.
Vase-Alett's bail Safe Design Is
Manufactured With Only Engineered
Plastics And Type 316 Stalnlorss W01 For
Lang-Lifo Arid Reliable Sol -vice.
The VA -2000 `aVRS Provides A CrItioal
Surge LayerOf Protection Against Brady Or Limb
Suppressor Drain Suction Entrapment.
Tests Conducted By Independent, Third
Party Laboratory Demonstrate That.
lac-Aiet-t's Modal VA -201.0 Mesta Qr
Exceeds The Performance Requirements
Set Sy IAPMO tCC '160.2002 Foo Suction
Uft Applic-atlons.
i
`i'he VA -2000 SVRS Is Backed By A 3 -Year
- � check valve Limited Manufaayttiter's Warranty.
FOR SAI.,ES NO SERVICE CONTACT-
VaC -Apert""Of Florida
TOO: (661) '146-3334 tax; (561) x'46-9;330
Po.�l Utilcd r3oz 1309, JU01r?i, FL x3460.1009
ti.
ty DESCR P Oar (�` RNIVSHED)
LOT 246, 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)
PERMIT
I
1 I
GRAPHIC SCALE LOT 234 1
' LOT 235 LOT 236
0 15 30
50.00'
s�89 •s 2'41 IN I '---------� �ANS
-------------- f i REVIEE
o"207 19° A W
m
h
z
Lil
00 w
0 0 w
LOT 247 Ln— 0)
_
J O
W O F- O O
7
0 W
U) c
Z
Q
!r
O
N
40.0'
LOT 246 CONTAINS 5925 SQUARE FEET t (LOT ONLY)
•I-''''
SQUARE FOOTAGE (UP TO CURB)
a
LOT 246 UP TO CURB CONTAINS 6475 SQUARE FEET
THIS STRUCTURE CONTAINS 2136 SQUARE FEET t
THIS STRUCTURE CONTAINS 2136 SQUARE FEET t
TOTAL CONCRETE 477 (WITHIN LOT ONLY) SO. FT. t
CONCRETE 810 SO. FT. t INCLUDING (SIDEWALK/APRON)
TOTAL SOD 3312 SO. FT. t
TOTAL SOD 3529 SQ. FT. t
PERCENT OF CONCRETE & STRUCTURE TO LOT 44% t
F
PERMIT
I
1 I
GRAPHIC SCALE LOT 234 1
' LOT 235 LOT 236
0 15 30
50.00'
s�89 •s 2'41 IN I '---------� �ANS
-------------- f i REVIEE
o"207 19° A W
m
h
z
Lil
00 w
0 0 w
LOT 247 Ln— 0)
_
J O
W O F- O O
7
0 W
U) c
Z
Q
!r
O
N
40.0'
Z
W
•I-''''
— 40.00'
a
W
.•::.t ji•;;';•y"��
PROPOSED
1
3514C&D
F
0
0
FINISH FLOOR n
ELEVATION -16.90
Ay
r,
CENTERLINE
MLW MINIMUM LOT WIDTH
000
- RIGHT OF WAY LINE
Z
r
0 r
5.0'
g
0
N 14.3'
o
z
LOT 245
PG im
---------------------------
CENTERLINE OF.)
RIGHT -DF -WAY 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 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 246
BEING S00'O7'19"E PER PLAT.
(FIELD DATE:) REVISED:
SCALE: 1 = 30 FEET
APPROVED BY: SJ
JOB NO, ASM45500 PLOT PLAN 3/1/05 SDO
PLOT PLAN 2/22/05 SOO
DRAWN BY; Lor FIT 7/31/04 SOO
•I-''''
10' DRAINAGE &
.•::.t ji•;;';•y"��
UTILITY EASEMENT
1
— - - -- - - - - — - - —
::N <
a.50.00
- BUILDING SETBACK LINE
PSM PROFESSIONAL SURVEYOR AND MAPPER
-
CENTERLINE
MLW MINIMUM LOT WIDTH
- -
- RIGHT OF WAY LINE
PG im
---------------------------
CENTERLINE OF.)
RIGHT -DF -WAY 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 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 246
BEING S00'O7'19"E PER PLAT.
(FIELD DATE:) REVISED:
SCALE: 1 = 30 FEET
APPROVED BY: SJ
JOB NO, ASM45500 PLOT PLAN 3/1/05 SDO
PLOT PLAN 2/22/05 SOO
DRAWN BY; Lor FIT 7/31/04 SOO
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
ILES P
FORTHE
FIRM
N
rn
LEGEND rn
-
- BUILDING SETBACK LINE
PSM PROFESSIONAL SURVEYOR AND MAPPER
-
CENTERLINE
MLW MINIMUM LOT WIDTH
- -
- RIGHT OF WAY LINE
POB POINT ON BOUNDARY
POL POINT ON LINE
%o -x PROPOSED ELEVATION
PCC POINT OF COMPOUND CURVATURE
PROPOSED DRAINAGE FLOW POC POINT ON CURVE
OR OFFICIAL RECORD
O CONCRETE
PD PLANNED DEVELOPMENT
0 DENOTES DELTA ANGLE
LB
LICENSED BUSINESS
L DENOTES ARC LENGTH
LS
LICENSED SURVEYOR
C.B. DENOTES CHORD BEARING
PRM
PERMANENT REFERENCE MONUMENT
PC DENOTES POINT OF CURVATURE
PCP
PERMANENT CONTROL POINT
PI DENOTES POINT OF INTERSECTION
(P)
PER PLAT
PRC DENOTES POINT OF REVERSE CURVATURE
(M)
MEASURED
PT DENOTES POINT OF TANGENCY
(CALC)
CALCULATED
TYP TYPICAL
FND
FOUND
A/C AIR CONDITIONER
C/W
CONCRETE WALK
CBW CONCRETE BLOCK WALL
S/W
SIDEWALK
RP RADIUS POINT
CP
CONCRETE PAD
R RADIUS
PB
PLAT BOOK
CS CONCRETE SLAB
PCS
PAGES
C CHORD LENGTH
NG
NATURAL GRADE
R/W RIGHT-OF-WAY'
SO. FT.
SQUARE FEET
-ORB OFFICIAL RECORDS BOOK
r1
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 SHOWIJ.
3. NOT VALID WITHOUT THE SIGNI TURF AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
ILES P
FORTHE
FIRM
r'0
SCREEN FOOTER
8 INCH WITH POOL
1 #5 REBAR � EQUIP
GARAGE LEFT 3514
7'0
4SR
N L0 11'6 12'0
3'0 4'6
6'04'9 / 12'64'5 5'O
4'6 6'3
E j
6'07� 8'0
1'0 -� ,6 �� 9,0 5'0 810 _
110'2'0iOr10 4'0 3'0
POOL Max W
1
12" TURNDOWN ®
12" TURNDOWN
Depth 3 to
6 to 0 Fence removed by
NONE HANDRAIL 0 GRABRAIL 0
+12" 110 210
2'®
NONE Waterline TILE, std/upgrd STD
Perim. 68 ft
P&Spa per. ft Concrete removed
T
SWIMOUT (total length) 5 It Sawcut, concrete, length
ELEv
Deep end LOVESEAT 0 ft Engineering/shoring
0 ft Border type ft
T
0 All out Pool LIGHT 300 Watts 12 Volts
STEP length, total
O R IDIG TYPE SM MACH DIG &
SHUTTLE HAUL Extra POOL LIGHTS 0 Qty
R
FT 6" 2 DOOR ALARMS 0
AMT Pool INTERIOR finish SUNSTONE
12" 34 16"
T6
TO
SPA remote NO
TO
OTHER ITEMS:
NOTE: DECK COLOR TO BE TAUPE SAND
UG
NOTE: TILE SELECTION TO BE NEW ORLEANS OR -1
NOTE: POOL INTERIOR TO BE SUNSTONE BLUE
STD electric YES EXTRA lights
NOTE: JANDY RAY VAC INCLUDED
AREA 375
SPA size sf 28 PERIM cant 9
6" TURNDOWN
6" RISERS3
FT DEPTH
REM light sw NO EXTRA pump
0 TOP patio sf 0
PREP patio
110
6 FT DEPTH
3' 0 ANn vaame twee
6" RISERS
110
AUTO sanit. NO Remote stand
NO CANTILEVER 62
Min ABne/4NSIA112.19.8
LIGHTSTEPS
RAY- VAC
-3'O;
20'0
URNDOWN
0 GLASS BLK 0 SF 0 QTY
OTHER:
FOOTERS ft 0
D O DRAIN
32 BOOSTER PUMP 0 HP
SKIMMER
RISER type
r21O1
6'0
SCREEN FOOTER 1lI
YES 375
SF SPILLWAY spa COLOR
DOOR
j SWIMOUT
SAFETY FENCE
8 INCH WITH I I
DOOR
CHILD FENCE BY:
TURNDOWN deck
24"- It 0
TO
1 #5 REBAR
12" -ft 15
6" -ft 2
PLANTER FORMING 35 ft
DECK CONCRETE WITH FIBERMESH
REINFORCING.
385 DOUGLAS AVE owners Name CENTEX HOMES (KELLIERISHA H Tel 407-661-2147
ALTAMONTE SPRINGS FL 32714 Job Address 107 WILSON BAY COURT 1W Tel 0
Construction Tel (407) 661-2192 Job City SANFORD FI Zip 32771 lFax 0
FAX NUMBER (407) 661-9091 Legal Lot # 246 Subdivision PRESERVE LAKE MONROE
Block/Phase 2 Plat Book 66 Page 10 - 1' County SEMINOLE
Designer KEN GREGORY Drawn b KG Chkd.
Date Sold 3/12/2005 Iscale 1/8" = 1"-0"
NO DRAIN
3 O
TO
i
3'O
r'0
SCREEN FOOTER
8 INCH WITH POOL
1 #5 REBAR � EQUIP
GARAGE LEFT 3514
7'0
4SR
N L0 11'6 12'0
3'0 4'6
6'04'9 / 12'64'5 5'O
4'6 6'3
E j
6'07� 8'0
1'0 -� ,6 �� 9,0 5'0 810 _
110'2'0iOr10 4'0 3'0
POOL Max W
13 Max L 26 SITE Treelstump removal QTY
0 Deep end LADDER 0
Depth 3 to
6 to 0 Fence removed by
NONE HANDRAIL 0 GRABRAIL 0
Area 232 sf
Cap. 7,8309-11. Fence replaced by
NONE Waterline TILE, std/upgrd STD
Perim. 68 ft
P&Spa per. ft Concrete removed
0 at TILE: ORLEANS OR -1 BY: LAUD.
SWIMOUT (total length) 5 It Sawcut, concrete, length
0 ft Trim TILE, type NONE Qty/ft 0
Deep end LOVESEAT 0 ft Engineering/shoring
0 ft Border type ft
Shallow end LOVESEAT 0 It A -Frame 0 112 out
0 All out Pool LIGHT 300 Watts 12 Volts
STEP length, total
O R IDIG TYPE SM MACH DIG &
SHUTTLE HAUL Extra POOL LIGHTS 0 Qty
Raised BOND BM
FT 6" 2 DOOR ALARMS 0
AMT Pool INTERIOR finish SUNSTONE
12" 34 16"
0 24" 0 POOL ALARMS 0
AMT JINTERIOR color .BLUE
SPA remote NO
PREFILTER water NONE
OTHER ITEMS:
NOTE: DECK COLOR TO BE TAUPE SAND
NOTE: TILE SELECTION TO BE NEW ORLEANS OR -1
NOTE: POOL INTERIOR TO BE SUNSTONE BLUE
STD electric YES EXTRA lights
NOTE: JANDY RAY VAC INCLUDED
AREA 375
FILTER type DE 60 size 60
at CLEANER RAY VAC
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 type PROPANE
SKIMMERS 1 PLUMB. run ft
25 THERAPYjets 0
SPRAYjets
0 SIZE 333K Dual therm. NO
OTHER:
WATERFALL NONE
AQUALINK NONE
SIZE SEE DETAIL
SPA remote NO
FISEROPTICS NO
STD electric YES EXTRA lights
1 TYPE ACRYLIC
AREA 375
SPA size sf 28 PERIM cant 9
BLOWER YES HEATER
YES COLOR TAUPE SAND
DAM wall length ft 10 Width 6
REM light sw NO EXTRA pump
0 TOP patio sf 0
PREP patio
0 BLOWER hp 1 LIGHT 12 75
AQUA LINK NO SPA remote
NO TOP type ACRYLIC
0 SPA JETS 4 RET lines 0
AUTO sanit. NO Remote stand
NO CANTILEVER 62
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
OTHER:
FOOTERS ft 0
D O DRAIN
32 BOOSTER PUMP 0 HP
RISER type
CANT 12
ft SPILLWAY spa model 0
CONCRETE PUMP
YES 375
SF SPILLWAY spa COLOR
SCREEN BY: ACTION
SHORT load NO
RET wall -
NO GRAB RAIL 0 QTY
CHILD FENCE BY:
TURNDOWN deck
24"- It 0
OTHER:
FENCE BY:
12" -ft 15
6" -ft 2
PLANTER FORMING 35 ft
DECK CONCRETE WITH FIBERMESH
REINFORCING.
385 DOUGLAS AVE owners Name CENTEX HOMES (KELLIERISHA H Tel 407-661-2147
ALTAMONTE SPRINGS FL 32714 Job Address 107 WILSON BAY COURT 1W Tel 0
Construction Tel (407) 661-2192 Job City SANFORD FI Zip 32771 lFax 0
FAX NUMBER (407) 661-9091 Legal Lot # 246 Subdivision PRESERVE LAKE MONROE
Block/Phase 2 Plat Book 66 Page 10 - 1' County SEMINOLE
Designer KEN GREGORY Drawn b KG Chkd.
Date Sold 3/12/2005 Iscale 1/8" = 1"-0"
A
GENERAL NOTES -
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
I C n
PC VVL f f_AIV.
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.
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.
1L CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO
AREA,
V_ 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.
T7. 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
5 6" WILE
6"
MAXIMUM RISER = 12' I
MAXIMUM TREAD = 10" (240 SQ. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONaTUDINAL POOL SECTION
BRICK COPING
-6"X6' TILE SPILLWAY
(WIDTH SEE PLAN)
(VARIES
POOL
WATER LINE
6'X6' GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
#3 AT 12" O.C. EA WAY
RAISED SPA DETA&
I . UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAIL
VARIES - SEE PLAN
THERAPYZ [-[— 00
#3 AT 12" 18' SEAT
O.C. EA. WAY
4"
RETURN 6' 1"
(1ST SPECIFIED)
GUNITE
REBOUND
2-8" 0 ANTI -VORTEX DRAINS
SEPARATED BY 3'
SPA SECTION
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
2' 85 GPM 105 GPM 2 HP
2 14" 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 SID
JCT. BOX TOGGLE
�4' MIN. SWITCH
8" IN. W.P. DISC
PUMP
12 V TRANS
POOL DECK 3 #12 IN l/2" 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 DIAGRAM
1 #3 BAR CONT. W/
5" WALL -W/ 8"X8' 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)
8'
JUNCTION BOX
(BY OTHERS)
TO TRANSFORMER
(BY OTHERS)
OUTER EDGE OF DECK TO
CONFORM WITH LOCAL CODE
.'i'—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 FORMING SHELL W/ #8 BOND PER N.E.C.
VACUUM RELIEF SYSTEM
#3 BARS 12' O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETAJ-S
5
4
FUER SYSTEM
8"X8" BOND BEAM
2 #3 BARS CONT.
MIN. 1 ''A" COVER OVER
ALL BARS SEE NOTE #5
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
%Vffm ANGLE OF F830W
rDON H. SH RDSON, P.E.
L. P.E. NO 19
171 GOLFIDE IVE
ER PAK, FL 32792
PHONE: (407) 657-4133
FAX: (407) 657-4133
1. MAIN DRAIN LINE
2. SKIMMER UNE
3. WASTE LINE
4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
3 A. HAIR do 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.
(ADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
Y MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL
TYPICAL SWII&AM POOL
LADDER SECTION
C E N T E X
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGS,+L 32714
CPC- 056984
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT TO SCALE
DWG BY DASH
APPfI AY (`.FIS
5 6" TILE
5 I
5*BWAR WALL
DISTANCE
BRICK (1ROW) DEECKK
LESSTHANEXISTING
ON 1T+
1 1 STRUCTURE
�� �O�VERPOUR
1RAM BEAM
AL �p
II.lI
FNSFI DETAIL
I
6' THICK WALL
j'T:_7 #3 BARS AT 6"
'—d! O.C. EACH WAY
MAR 0 7 2005
STEELTEX FORM
DATE
MARBLE PLASTER
f
FINISH
I�f
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
%Vffm ANGLE OF F830W
rDON H. SH RDSON, P.E.
L. P.E. NO 19
171 GOLFIDE IVE
ER PAK, FL 32792
PHONE: (407) 657-4133
FAX: (407) 657-4133
1. MAIN DRAIN LINE
2. SKIMMER UNE
3. WASTE LINE
4. RETURN LINE
5. PRESSURE CLEANING
LINE (OPTIONAL)
3 A. HAIR do 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.
(ADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON
Y MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL
TYPICAL SWII&AM POOL
LADDER SECTION
C E N T E X
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGS,+L 32714
CPC- 056984
RESIDENTIAL
SWIMMING POOL
MASTER SPECIFICATION
DRAWING
FOR
CITY OF SANFORD
NOT TO SCALE
DWG BY DASH
APPfI AY (`.FIS
/
VACUUM UNE
VW SAFETY VACUUM
FITTING �
L r
MAx,r
ANTMOR EK
VE III 3 �-
r
r Ir
VACUUM UNE
(OPTIONAL)
VW SAFELY VACUUM
FITTING \
SWIMMING POOL
SECTION
SKI MER
I MAx,r
ANTIVORM
COVER
All
Y
7 ro
VACUUM UNE
(OPTIONAL)
%W SAFETY VACUUM
FITTING \
,K•
,
� 1S
r
VE N
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS
IN ACCORDANCE WITH SECTION 424.2.6.6
I OF FLORIDA FSUILUING CULIE I
ANTIVORTEX
COVETt
SUCTION iN EM
(MAW DRAWN) SPA
VE 11 r 0.0 SUCTION WU3TS
(MAW DRAWN)
ro
SUCTION INLETS
IMAIN oRAWe)
SWIMMING POOL
SECTION
N Tc smi -e'
SKKIMh*R
Y
SUCTION WEr
(MAIN 0"
SWIMMING POOL
SECTION
9LIEBtyATE •C -
SPA SECTION
A! TFC A"
NUMMER ANTIVORTEX
COVER
SPA
�r
! 1%"
VE r
SUCTION --ET
(MAIN ORAWI
SPA SECTION
ALTERNATE 'B"
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.
ATTACHTHAT PLACKARD WHICH STATES
SAFETY DEVICE AND MSHIOUtNG �OT
BE TAMPERED VWTH.
ALMEmmum MM MAY
NCLL=1 ON THE BOTTOM AND ONE ON THE
BEPARATEwV RT L ml 146 H1 ON TWO (21
r0
ALL SUCTION
a� TO PUMP Prm' r 0
MAXIMUM SucnM PIPE VELOr,ITy
SIX ({) FPS OR n GPM
0
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL 3F-101!
2- OW EI.BOWB
i
1 X' O VENT PIPE
ri
SUGGESTED
DETAIL
(1) VERTICAL
TOLERANCE
IS + 2"
(I) WATER
LEVEL
MARK
TO PUMP
VE II CAP
TO PUMP GREATER THAN TO
"T" CONNECTION
VE II
-LO PUMP UP TO 2.0
PASS THRU CONNECTION
-PLAN VIEW --
VE II CONNECTIONS
VENTED COVER SUCH AS
SKIMMER COVER W/ COLLAR
VENT AND EXTENSION SET
CAP FLUSH DECK
DECK
iia r/16/ ' - i�i_ i ;i inn rii
TO PUMP 8" 0 PVC SLEEVE
�-- EXTENDED FROM
COV€R COLLAR
VENT IN DECK
CAP
e" MINTHREADED
EXTENSION / COUPLE
iC/ic /c i/Mir ✓i� DECK
TO PUMP ��`��///�/ '/F/cam iNi
OFF DECK
-SECTION VIEW--
INSTALLATION OPTIONS
""IR 0 7 2005
ATMOSPHERIC VENT PIPE LENGTH DRAVWNG TO SUPPLEMENT
MINIMUM tr MAXIIMUIM • 30' CONTRACTOR'S SPECIFICATION ie
SH ARDSGTME MAAXIMUM VACUUM WITH ONE 1SUMP PLUGGED AND TO RE EASE DE IVEDUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON TME OTHERM FL 327li2
SUMP VMLL NOT EXCEEDED 4A PHONE: (4an W7-4133
& ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
FAX (41Yn a57-4133
-DECK-
WATER
LEVEL
1+3' MIN.
a
a
TYPICAL POOL AND SPA INSTALLATION
SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS
SUCTION FLOW FOR RESIDENTIAL SP = 8 FPS
CONTRACTOR MA C ON PIPE SIZE
TO MEET THESE REQUIREMENTS
FRICTION LOSS
FROM PIPE ELBOWS
VENT TO ATMOSPHERE SO VENT
45'
WILL NOT BE BLOCKED BY DEBRIS,
SIZE
INSECT INFESTATIOKOR
ELBOW
CONTAMINATION
(COVER MUST COMPLY WITH
\
ANSYASME A11LIII J! M)
r 0- MINpNl1M
8'
TE
3'
2-0
'r
r0
SUCTION
INLET
8'
4-
5'
12'
5'
sucilm
INLET
14'
r0
_
MAXWUIMANCE
1 .0 ALL VENT
TO VENT TEE
CONNECTION • 1'
—
PIPlK;1 1X' 0
r0
ALL SUCTION
a� TO PUMP Prm' r 0
MAXIMUM SucnM PIPE VELOr,ITy
SIX ({) FPS OR n GPM
0
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODEL 3F-101!
2- OW EI.BOWB
i
1 X' O VENT PIPE
ri
SUGGESTED
DETAIL
(1) VERTICAL
TOLERANCE
IS + 2"
(I) WATER
LEVEL
MARK
TO PUMP
VE II CAP
TO PUMP GREATER THAN TO
"T" CONNECTION
VE II
-LO PUMP UP TO 2.0
PASS THRU CONNECTION
-PLAN VIEW --
VE II CONNECTIONS
VENTED COVER SUCH AS
SKIMMER COVER W/ COLLAR
VENT AND EXTENSION SET
CAP FLUSH DECK
DECK
iia r/16/ ' - i�i_ i ;i inn rii
TO PUMP 8" 0 PVC SLEEVE
�-- EXTENDED FROM
COV€R COLLAR
VENT IN DECK
CAP
e" MINTHREADED
EXTENSION / COUPLE
iC/ic /c i/Mir ✓i� DECK
TO PUMP ��`��///�/ '/F/cam iNi
OFF DECK
-SECTION VIEW--
INSTALLATION OPTIONS
""IR 0 7 2005
ATMOSPHERIC VENT PIPE LENGTH DRAVWNG TO SUPPLEMENT
MINIMUM tr MAXIIMUIM • 30' CONTRACTOR'S SPECIFICATION ie
SH ARDSGTME MAAXIMUM VACUUM WITH ONE 1SUMP PLUGGED AND TO RE EASE DE IVEDUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON TME OTHERM FL 327li2
SUMP VMLL NOT EXCEEDED 4A PHONE: (4an W7-4133
& ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
FAX (41Yn a57-4133
-DECK-
WATER
LEVEL
1+3' MIN.
a
a
TYPICAL POOL AND SPA INSTALLATION
SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS
SUCTION FLOW FOR RESIDENTIAL SP = 8 FPS
CONTRACTOR MA C ON PIPE SIZE
TO MEET THESE REQUIREMENTS
FRICTION LOSS
FROM PIPE ELBOWS
PIPE
45'
W.
SIZE
ELBOW
ELBOW
1 54'
2'
2'
254'
8'
2 'A'
3'
8
3-
4'
8'
4-
5'
12'
5'
8'
14'
PIPE LENGTH TO VE II - "L" - ELBOW FRICTK)N 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;;qClUjUM SUCTION ELIMINATOR - VE II
S REQUIRED FOR EACH PUMP PLUMBED TOA MAIN DRAIN
C E N T E X
POOLS & SPAS
385 DOUGLAS AVE., SUITE 2000
ALTAMONTE SPRINGSJL 32714
CPC- 056984
MASTER
P.E
DRAWING
NOT TO SCALE DWD BY- GHS