HomeMy WebLinkAbout329 Willowbay Ridge St (5)Permit # : ( ),D f
Job Address:
Description of Work:
Historic District:
CITY OF SANFORD PERMIT APPLICATION
\Date:
• I�,x��nr
Zonule'.` Value of Work:
a
RECEIVED
es JUN 2 9 2009
3a-771
WFAOFA
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
Signature of Notary -State of Florida
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 #: , a
'
(Attach Proof of Ownership & Legal Description)
//�
Owners Name & Address: i71�
a
✓��`J1�/�,V�
:31a H )1
i
chi �/
f Phon ,/07 . 7— 7S~ J� _ C
Contractor Name & Address:
Phone & Fax: ttQ /—
Bonding Company: _
Address:
Mortgage Lender: _
Address:
Architect/Engineer:
Address: 1 7 17
Contact Person:
State License Number: U C
Phone: q07 -
Fax: 07
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 may be additional permits required from other governmental entities such as wafer managerAent districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the
Law, FS 713.
os
Date
Print ContgQtor/AgenVs1We
Signature of Notary -State of Florida Date
4Eric Hell *on
My Commission DD317772
Contractor/Agent is Personally n EfOres July 09, 2008
_ Produced ID
APPLICATION APPROVED BY: Bldg:,De ( _L< O'S Zoning:
(Initial & Date) (Initial & Date)
Special Conditions:
Utilities:
FD:
(Initial & Date) (Initial & Date)
Signature of Owner/Agent
Date
+'--
Print Owner/Agent's Name
Signature of Notary -State of Florida
Date
ibEric Heson
My Commission DD317772
Mx
Owner/Agent is _ Personally Knodie fires July 09, 2008
_ Produced [D Ur^713�G
Law, FS 713.
os
Date
Print ContgQtor/AgenVs1We
Signature of Notary -State of Florida Date
4Eric Hell *on
My Commission DD317772
Contractor/Agent is Personally n EfOres July 09, 2008
_ Produced ID
APPLICATION APPROVED BY: Bldg:,De ( _L< O'S Zoning:
(Initial & Date) (Initial & Date)
Special Conditions:
Utilities:
FD:
(Initial & Date) (Initial & Date)
Permit #
Job Address:
Description o
Historic District:
CITY OF SANFORD PERMIT APPLICATION
coning:
of Work: $ %,-40-0
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 #: of A — U'~
Owners Name & Address: <
W i 11 )b
Contractor Name & Address:
Phone & Fax: rL
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
of Ownership & Legal Description)
q- ( '03i r it,l-n,t- f- I
V Statue� /License Number: C:k � L X- )1
Contact Person..J � /-t � r-ctfr) S Phone:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards ofall 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 may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance ofpermitis verification that I will notify the owner of the property of the requiremen hFlorida Lien La S 713.
tgnafure of Owner/Agent �,' ,��jDate Signature of Contractor/Agent (l ate
/
PrinKOer/ Agent' tame Print Co ctor/Agent' e
Signature of Notary -State of Flon'Eric Heiate Signature of Notary -State of Florida Dten
My Commission D0317772 a, My Commis DD317772
'SOF w� E *ft July 09, 2008 a wd°' Expirea Juy 09, 2008
Owner/Agent is Personally Known to Me or Contractor/Agent isPersonally Known to Me or
_ Produced ID Produced ID
APPLICATION APPROVED BY: Bid, --D e 1 t 5 V Is Zoning:
(Initial & Date)
Special Conditions:
Utilities:
FD:
(Initial & Date) (Initial & Date) (Initial & Date)
LIMITED POWER OF ATTORNEY
6 -2S -OS -
DATE
I hereby name and appoint o (�
Of Te (Lm + I_ S_ _ � to be my lawful attorney
In fact to act for me and annly to C,i I ✓ U P SAV F/U6 for
a �,UJr MM rUe
permit for work to be performed
at a location described as: LOT f _
SUBDIVISION L4-1
(ADDRESS OF JOIJ)'
LIAW4.tce _0
,a� L r - - 3-27
OWNER OF PROPERTY AND ADDRESS)
and to sign my name and do all things necessary to this appointment.
JETH L. GREGORY 4 CPC05691
Type or print 9a)pe of ified Contractor
of
Acknowledged:
Sworn to and subscribed before m s
Day of �iW A.D. 2006
Notary Public, State of Florida
SEAL
Signature
My Commission Expires
Date
(OF
Eric HeikoonMy Co million DMIM2
Expres J* 09, 2008
RESIDENTIAL SWIMMING POOH,,
SPA, AND HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
G X60 , contractor license #YCng� and
Contractor print name)
I (we) acknowledge that a
(please print n e s) of homeowners)
new swimming pool, spa, and/or hot tub will I be constructed or installed at
0?K5 Prio-��o /) f 1 L,0 I�P :?A— w i I joy edge 6t Baa v(
(please print full legal address including house number, 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.
(Contractor homeowner, please initial the method(s) to be used for the pool, spa, and/or hot tub.)
• L=LThe pool will be isolated from access to the home by an enclosure the
meet a pool 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
775.08 W. 4 wilt result in disapproval of final inspection.
�OWNERS`S+GNATURE
DATE
HOME OWNERS NAME (please print)
RESIDENTIAL SWIMMING POOL,
SPA, AND HOT TUB SAFETY ACT
NOTICE OF REQUIREMENTS
I� L , contractor license # W 59 and
contractor print name))
I (we) acknowledge that a
(please print name(s) of homeowners)
_ne�wr s/wll"A pool, spa, and/or hot tub will be constructed or, installed at
1 A.1 _/f In A i 1 - :/- nA. _ n / _w .... , . I /1
(please print full legal address including house number, street, and city a ess)� QIG
and hereby affirm that one of the following methods will be used to meet the 0_---X-7-71
requirements of Chapter 515, Florida Statutes.
(Contractor and—homeowner, 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
meet pool 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
775.101ff."d will'result in disapproval of final inspection.
CORMCTO S S A URE '-1-IOW OWNERS SIGNATURE
DATE l 9 — d S
HOME OWNERS NAME (please print)
i
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
http://www.scpafl.org/pls/web/re—web.seminole—county title?PARCEL=22193050300002150&cb... 6/20/2005
DAVID JOHNSON. CFA, ASA
"*�'-" ' - -}
PROPERTY
APPRAISER
SEMINOLE OOU NTY FL.
1101E. FIRST sT
NARCISSI IS AVE
SAKFORD. FL 32771-1468
407-665-7546
2005 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Sl-SANFORD
Number of Buildings: 0
Parcel Id: 22-19-30-503-0000-2150 Tax District:
Depreciated Bldg Value: $0
Owner: SAWYER LAWRENCE D Exemptions:
& ROSALEE M
Depreciated EXFT Value: $0
Land Value (Market): $29,500
Address: 329 WILLOWBAY RIDGE ST
Land Value Ag: $0
City,State,ZipCode: SANFORD FL 32771
Just/Market Value: $29,500
Property Address: 329 WILLOWBAY RIDGE ST SANFORD 32771
Assessed Value (SOH): $29,500
Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2
Exempt Value: $0
Dor: 00 -VACANT RESIDENTIAL
Taxable Value: $29,500
Tax Estimator
2004 VALUE SUMMARY
SALES
Deed Date Book Page Amount Vac/Imp
2004 Tax Bill Amount:
WARRANTY DEED 05/2005 05757 0766 $200,000 Improved
2004 Taxable Value:
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION PLAT
Land Assess Frontage Depth Land Unit Land
Method Units Price Value
LOT 215 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.
http://www.scpafl.org/pls/web/re—web.seminole—county title?PARCEL=22193050300002150&cb... 6/20/2005
POWER OF A'I" $ORNEY
Date:
I hereb name and appointr:7�
Of to be my lawful attorney
In fact to act for me and apply to the CI
BuildingDepartment for a� I I o
De artP _t �C'tC' (C CF � permit
For work to be performed at a location described as:
Section Township Range Lot 2/S_
Block
Subdivision
r
l tL
(Owner of Property and Address)
and to sign my name and do all things necessary to this appointment.
Type or Pr' mep, Registe r fi qtr r aygd contractor's License Number
Signa . of Kegistet'ot-Cet'iffied Contractor
The foregoing mstrucnent as clrnowledged before me this day o�(,(/r _ of 20 US
BY \TvS
Who personally known to e/who produced
As identification and who did not take oath.
State of Florida
Countyof
` O4�,pY PVB�RtrvntIM L. GREGORY
Notary Public - State of Florida
' MVC0mmhsbnl5Vk sDec3.200B
Commission # DD 368317
•SOF°`�' Bonded ByNakona4NotaryAssn.
State of Florida
Permit No.
NOTICE OF COMMENCEMENT
County of Seminole
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.
GENERAL DESCRIPTION OF IMPROVEMENT Swimming Pool Y , CLE } ,
_ , CIRCUIT �tiT
ss' Mt tEZxl,RKr" tS LMS �a 51 ��E 139
An
KLOR1INS FEES 10.00
OWNER INFORMATION .. KCM " By --t holden
Name and address 2rd L — 1-4 C—<—
- - f :Fo-277/
Interest in property (Fee Simple, Partnership, etc.) Owner/builder
MARYANNE MORSE
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER,(IF OTHER THAN 0)CMr nr
SE I LE
RV
_P ]TV CLERK
CONTRACTOR POO/5
Name and address ��J�►l L6 sa6dR Y --e")'c 4-145.Ll�5- ..,...�
SURETY (Bonding Company)
Name and address
Amount of Bond
DOCUMENT PREPARED BY:
LENDER K." "60Vay.
3$5 O ok6ih.- 4ve
Name and address�Im orlf,s5r;,rFl- 3a 7/j
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 71113(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement
(The expiration date is 1 year from date of recording unless a different date is specified.) _
Signature of Owner
Sworn to and subscribed before me this Day of �.
My Commission Expires:nc Ream
�l
1*6
Notary Public' P: My commission oo31m2
6.
Expires Juty 09, 2008
The foregoing instrument was acknowledged before me this Z-0 day of M'41 by
(name of person acknowledge , who is personally known to
me or who has produced P -t, Uz.-rz4-�, 0 C (type of identification) as identification
and who did / did not take an oath>
PLAT OF SURVEY
DESCRIPTION:.. (AS FURNISHED)
LOT 215, PRESERVE AT LAKE MONROE, UNIT 2
AS RECORDED. IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
(2)R=125.00i"'ERMI
A=16'0WA A
L=35.12'
CB=S32'38'54"E
C=35.00'
FOR THE BENEFIT OF AND
EXCLUSIVE USE OF:
COMMERCE TITLE COMPANY
COMMERCE TITLE INSURANCE COMPANY
CTX MORTGAGE COMPANY, LLC
LEGEND
BUILDING SETBACK LINE
CENTERLINE .
RIGHT OF WAY LINE
131.4 EXISTING ELEVATION
I . •I CONCRETE
LB LICENSED BUSINESS -
LS - LICENSED SURVEYOR
PRM PERMANENT REFERENCE MONUMENT
PSM PROFESSIONAL SURVEYOR AND MAPPER
PCP PERMANENT CONTROL POINT
(P) PER PLAT
-(M) MEASURED
-FND FOUND
C/W " CONCRETE WALK
S/W SIDEWALK
CP .CONCRETE PAD
CS CONCRETE SLAB -
C CHORD LENGTH
ELEV ELEVATION -
PK PARKER KALON
R RADIUS -
POC POINT OF CURVE
OSET 1/2" IRON ROD AND CAP
LB 16393 (01/26/05)
QFND NAIL AND DISC
LB #68 (01/26/05)
OSET 1/2" IRON ROD AND CAP -
LB #6393 (01/26/05)
CNA CORNER NOT ACCESSIBLE
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
X/C AIR CONDITIONER
CBW CONCRETE BLOCK WALL -
RP RADIUS POINT
CHU OVERHEAD UTILITY LINE
ID IDENTIFICATION
POL POINT ON LINE
PCC POINT OF COMPOUND CURVE
REV REVISED -
NOTE:
1. PROPERTY CORNERS SHOWN HEREON WERE
SET/FOUND ON 01-17-05, UNLESS OTHERWISE
SHOWN. -
2. 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.
3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN.
4. NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE
FIELD AND SHOWN UPON THIS DRAWING.
6.THIS IS AN AS -BUILT SURVEY
DELINEATING CONSTRUCTED IMPROVEMENTS ONLY
AND COMPLIES WITH SECTION 61G17-6.005
OF THE FLORIDA ADMINISTRATIVE CODE FOR AN
AS -BUILT SURVEY.
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
F.E.M.A. AGENT FOR VERIFICATION.
ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY
VERTICAL CONT AS FURNISHED.
BEARINGS SHOWN HEREON ARE BASED ON
THE WESTERLY LINE OF LOT 215'
BEING S00.06'05"E PER PLAT.
'
(FIELD DATE:) 1-17-05 REVISED:
4
SCALE: 1" = 30 FEET
APPROVED BY: SJ FORMBOARD 1-24-05 CKB
ASM 45469 APPROXIMATE CAPPED WEL
JOB N0, LOCATION 01/10/05 RSO
DRAWN BY: PLOT PLAN 11/11/04 SOO
LOT FIT 7/29/04 SOO
PLANS RE!!M�( 1"=30�
j� .9� GRAPHIC SCALE
�jII
S IT `f` I! VO R /40/- �0 .. 0 15 30
qT 9 oA
IN
N �� ��rS /��
0006 96
,0, A�ccF�F��o
0s,4/ F'�9 r iO gtio
k�
1
�To
I
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
I HEREBY CERTIFY, THAT THIS SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
"MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATE
4IN
3f.c
r
1
1
,
13.5
�
1
40.0'
'o ,
IUr) 0 1
V, p 1
I
- r+ (b Z 1
�➢f
000o
- o I
FORMBOARD FOUNDATION
TOP OF FORMS In
i w
1
ELEVATION -19.83
-
q
o
It
i z
1
QIP
W cv p cd
LOT 216 �';
_
Lo
-I
- 5.0'1
21.3' O -N13.
1
1
I
1 1 LOT 214
1
I I
r
I 1
0
cq
1 1
1
1 1
10.0' UTILITY -
. EASEMENT
zl
1
.1
.. .. c,
R>,0p
{t%1p025 35 Ij
A9
OD
L a ,O JS
>0 8 B..
C8� 5
ps 96 Z'I
...: GBoa361 N1�RI.OFEWPY G=90'01of 0'013"
S
.. `'\9.J8?J•5q,e
G RIGH L=157,12'
CB= 1.45' 42"E
C-tat.a5'
PC
PT WILLOWBAY RIDGE STREET
50' RIGHT-OF-WAY
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
I HEREBY CERTIFY, THAT THIS SURVEY,
SUBJECT TO THE SURVEYOR'S NOTES
CONTAINED HEREON MEETS THE APPLICABLE
"MINIMUM TECHNICAL STANDARDS" SET FORTH
BY THE FLORIDA BOARD OF PROFESSIONAL
SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
FOR
THE
FIRM
JAMES JAY JILES PSM #4997 DATE
TO
1928
GARAGE RIGHT EQUIP
2'0 2'0
L 20'O I
BRIDG 2'01o�O 9'6 73'6-F7'O_1"1v-2'O
20 7'S
6'O 6'0L 7,0
S'Q!
LAKE NR E 34 10'6
LA MO O 2'0
2'0 10'0.2'O
TO- t
2'O 4'0
SR 46 3'4 —{ 9'2 1/
t
30L Max W
epth 3 to
32'O �
ea 296 sf
)OWN
trim. 70 R
6"TURNDOWN
NIMOUT (total length) S R Sawcut, concrete, length
T
+s„ ,16 ------------------6"---------
-EP length, total
0 R DIG TYPE SMALL C
tised BOND BM
+ 6" ELEV.
12" O 18"
O 24" O POOL ALARMS O
5'o
ELEV AREATORS
LIGHT
5'0
NOTE: DECK COLOR TO BE PARIS WHITE
6 HEATER type
NOTE: TILE SELECTION TO BE RECIFIE GREEN
SKIMMERS 1
NOTE: POOL INTERIOR TO BE SUNSTONE JADE
25 THERAPY jets 0
X PARAMOUNT PV3
2 SIZE 0
NOTE: AUTO PILOT CHLORINE GENERATOR INCLUDED
OTHER:
— 3'0 5 FT DEPTH CLEANING SYSTEM 00"
6" RISER
NOTE: RAISED AREA WITH 2 AERATORS INCLUDED
RISER
Ahfn VORM COVER ELEV.
Min ASTIR/ANSI At 12.19.8
YES 362
CHILD FENCE BY:
SIZE SEE DETAIL
2'0 3 FT DEPTH 41
0
SPA remote
NO
12%R
0
20'0
24"- R 0
FIBEROPTICS
SWIMOUT STEPS
6"-R 10
SAFETY FENCE
1'S
OR
00" ELEV. 1'8
DOOR
76
DRAIN SKIMMER 5'6
3'0
3'®
IL--------- ----------------------------------------------- DOOR
SCREEN FOOTER EXISTING
11'0
S INCH W 1 #5 REBAR COVERED
•
LANAI
1010
3'O 17'0
12'0
TO
1928
GARAGE RIGHT EQUIP
2'0 2'0
L 20'O I
BRIDG 2'01o�O 9'6 73'6-F7'O_1"1v-2'O
20 7'S
6'O 6'0L 7,0
S'Q!
LAKE NR E 34 10'6
LA MO O 2'0
2'0 10'0.2'O
TO- t
2'O 4'0
SR 46 3'4 —{ 9'2 1/
t
30L Max W
epth 3 to
13 Max L 26 SITE Tree/stump removal QTY
6 to 0 Fence removed by
ea 296 sf
Cap. 8,880 gall. Fence replaced by
trim. 70 R
P&Spa per. R Concrete removed
NIMOUT (total length) S R Sawcut, concrete, length
cep end LOVESEAT 0 R Engineering/shoring
tallow and LOVESEAT 0 R A -Frame 0 1/2 out
-EP length, total
0 R DIG TYPE SMALL C
tised BOND BM
FT 6" 30 DOOR ALARMS 0
12" O 18"
O 24" O POOL ALARMS O
POOL RETURNS
0
fHER ITEMS:
NOTE: DECK COLOR TO BE PARIS WHITE
6 HEATER type
NOTE: TILE SELECTION TO BE RECIFIE GREEN
SKIMMERS 1
NOTE: POOL INTERIOR TO BE SUNSTONE JADE
25 THERAPY jets 0
NOTE: 6 PANEL SOLAR SYSTEM INCLUDED
2 SIZE 0
NOTE: AUTO PILOT CHLORINE GENERATOR INCLUDED
OTHER:
NOTE: PARAMOUNT PV31N FLOOR CLEANING SYSTEM If
WATERFALL NONE
NOTE: RAISED AREA WITH 2 AERATORS INCLUDED
AQUALINK
NOTE: SOD & IRRIGATION REPAIR NOT INCLUDED
0 Deep end LADDER 0
NONE HANDRAIL 0 GRABRAIL 0
NONE Waterline TILE, std/upgrd STD
0 sf TILE: RECIFIE GREEN BY: LAUD.
0 R Trim TILE, type NONE Qty/ft 0
0 R Border type R
0 All out Pool LIGHT 300 Watts 12 Volts
3 & SHUTTLE Extra POOL LIGHTS 0 Qty
AMT Pool INTERIOR finish SUNSTONE
AMT INTERIOR color JADE
PREFILTER water NONE
FILTER type DE 36 size 36
sf CLEANER PARAMOUNT PV3
INLINE chlorinator YES
PUMP/motor HP
1.5 Type
CLEANER stub out only
NO
AUTO sanitizer
AUTOPILOT
Extra pumplmtr HP
0 Type
INFLOOR SYSTEM
YES
HEATER
6 PANEL SOLAR
POOL RETURNS
0
AMT FLOOR hds 7
Other hds
6 HEATER type
SOLAR
SKIMMERS 1
PLUMB. run R
25 THERAPY jets 0
SPRAY jets
2 SIZE 0
Dual therm. NO
OTHER:
CONCRETE PUMP
WATERFALL NONE
SCREEN BY:
AQUALINK
NONE
YES 362
CHILD FENCE BY:
SIZE SEE DETAIL
SPA remote
NO
12%R
0
—
24"- R 0
FIBEROPTICS
NO
STD electric
BLOWER
YES EXTRA lights
NO HEATER
O TYPE ACRYLIC
YE—S COLOR PARIS A
REM light sw
NO EXTRA pump
0 TOP patio sf
120
AQUA LINK
NO SPA remote
NO TOP type ACRYL
AUTO sanit.
YES Remote stand
NO CANTILEVER
74
SERV upgrd
NO FIBEROPTICS
NO BAND width"
6 -
OTHER:
Color
FOOTERSR
0
SF 0
QTY
RISER type
32 BOOSTER PUMP
0
CONCRETE PUMP
CANT 6
SCREEN BY:
ACTION
SHORT load NO
YES 362
CHILD FENCE BY:
TURNDOWN deck
,FENCE BY:
NO GRAB RAIL
12%R
0
385 DOUGLAS AVE
ALTAMONTE SPRINGS FL 32714
Construction Tel (407) 661-2192
FAX NUMBER (407) 661-9091
WITH
AREA 362
SPA size at
DAM wall length R
0
PERIM cant
0 Width
0
0
PREP patio
0 BLOWER hp
0
LIGHT 0
0
PARIS WHITE sPA JETS
0
RET lines
0
ACR band
0 SPA raised
0
AIR switch
NO
Color
0 GLASS BLK
0
SF 0
QTY
D O DRAIN
32 BOOSTER PUMP
0
HP
CANT 6
R SPILLWAY spa model
0
YES 362
SF SPILLWAY spa COLOR
RET well
NO GRAB RAIL
0
QTY
24"- R 0
OTHER:
6"-R 10
0 R
Owners ivame
KU,5Al-tt & LAWKtNGt SAWYER 1H Tel 407-661-2147
Job Address
329 WILLOW BAY RIDGE
1W Tel 0
Job City
SANFORD FI Zip 32771
1 Fax 0
Legal Lot a
215 Subdivision PRESERVE
@ LAKE MONROE
Block/Phase
2 Plat Book 66 Page
10-11 County SEMINOLE
Designer
KEN GREGORY I Drawn by
KG Chkd
Date Sold
5/20/2005 Iscale
1/8" = 1 "-0"
a
r1
To: CITY OF SANFORD BUILDING
From: KEN GREGORY
CC:
Date: August 5, 2005
Re: CANCELLATION OF LOT 215 at Lake Monroe
Dear Sirs:
Please cancel the pool permit application for Lot 215 Lake Monroe at 329 Willowbay Ridge St. The
homeowner felt it was taking too long to permit the pool and want to cancel our contract. Please refer to
the attached letter so stating.
Ken Gregory
Centex Pools and
• Page 1 385 Douglas Avenue, Suite 2000,Altamonte Springs, FL 32714
Tel: (407) 661-2198 ,, Fax: (407) 661-9091
Lawrence and Rosalee Sawyer
329 Willowbay Ridge St.
Sanford Fl. 32771
Mr. And Mrs. Sawyer
It has come to my attention that you have lost faith in Centex Pools and Spas to construct
your swimming pool located at 329 Willowbay Ridge St.
You signed your finance agreement on June 18 2005 and the loan was funded on June 23
2005. I applied for the pool permit on June 27 2005. As of the writing of this letter the
City of Sanford has not issued the permit.
Under the terms of our agreement item 8 allows for Centex Pools and Spas to cancel the
agreement on the grounds the pool will not be excavated within the required 60 days.
It is with great regret that we take this action. This will cancel our contract between us
and we both agree to hold each other harmless. This will release you from any financial
obligation to Centex Pools and Spas and it will also release Centex Pools and Spas from
any financial obligation to you.
y' This will serve to terminate our agreement in its entirety and there is no other obligation
for you or Centex Pools and Spas to complete.
SIGNED
L
SIGNED
Rosalee Sawyer
Cy 711 , p- /0s-
517 Lake Destiny Drive -Orlando, FL 32810 - Telephone: 407-661-2192 -Fax: 407-667-0142
Vacuum
gauge
AdjuPtment %n
Sora
MODEL
IN Safety Vacuum
Release System
(sVRS)
NIANUl'ACTURED SY
VAC -ALERT'" IND STRIES,=
FORT PIERCE, FLORIDA
www.yac.(itert.com
Vac -Alert" Model VAS -2000 SVRS Unit Heacts
In Less Than A Second To Qulckly Release
(). ancgerous Purnp Suctiorr Vjelluln.
Vent
Screan A Totally Mechanical,146n-Electlric Safety
`iystem, The., VA,,200 J SVRS 1a E a.�y To
' Install, Adjust. And 'rest.
Lockout/
ReloAae Vac-Ale,tt's Pall Safe Design I�
Mechanism Manufactured With Only Fnct. ineere`d
Plastics And Type 316 stainiess steei rar
l ang-Life And Reliable Service,
The VA -2000 $VRS Provides A critical
Surge Layer Of Proteotlon Against Body Or Limb
Suppressor Drain Suction C-ntraprttetlt.
Tests Conducted By Independent, Third
Party Laboratory Demonstrate That
Vac-Alejl% Modal VA -2006 Meets Or
Lxceeda The Poilormance Requirements
Set ley IAPMO [GO 160-2002 For Suction
Lilt Applications,
r,
1'he VA -2006 SVR$ Is Bcked By A 3a4`,Ar
---�� check valve Limited MOnUfavtt+rer's Warronty.
F013 SALES AND SEFIVloc- CONTACT-.
T'
VVIC-Apert of Florida
Tei; ( ;i ) `fob -3334 Fax; (561)'146-9-330
�--»-
POM 001ca 60X 1309, JU�.I,r?i, f�� ����aQ•1�0�
t�.
GENERAL NOTES -
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
pnni DI ANI
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
-- g—ON-CEN-TR-EACH--WAY- IN IHL ANEA OVER -15--,
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.
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.
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.
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 UNE LIGHT
6" TILE
STEPS
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
LONC�DINAL POOL SEC M�
BRICK COPING
-6"X6' TILE SPILLWAY
(WIDTH SEE PLAN)
POOL
WATER LINE
6'X6' GLASS BLOCKS
MOUNTED IN 2500 PSI
CEMENT (IF SPECIFIED)
#3 AT 12" O.C. EA WAY
RAISED 8PA DETA -
THERAPY
#3 AT 12"
O.C. EA. WAY
I UNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIAAOIf DUAL
5' VARIES - SEE PLAN
SEAT
4- e
RETURN
THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW
THROUGH PVC PIPE WITHOUT EXCEEDING THE
MAXIMUM STANDARDS FOR VELOCITY (FT/SEC)
PIPE SIZE1 SU PUMP
? gn rou
2" 88 GPM 105 GPM H
2 Ye' 125 GPM 150 GPM 2 1/22 PHP
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.
0101■■■N01Ec U.
0101■■■■■■01 - REO.
■■010101■■■■
SEEN■■■■■ SKIMMER • - r
#8 AWG COPPER WIRE
TIMECLOCK
TO PANEL
SERVICE SPST
JCT. BOX TO
r4' MIN. SWITCH
8" JIN W.P. DISC
PUMP
12 V TRANS
POOL DECK 3 #12 IN %" COND
12 V/300 W W/ LOW ALL ELECTRICAL
WATER CUT-OFF SHALL CONFORM
OR 120 V.A.C. W/ GFI W/ ART. 680
PER N.E.C. N.E.C. 2002
ELECTRICAL DIACEL4RII
DISTANCE
LESS THAN EXISTING
1 ON 1 + 1 STRUCTURE
Lull
I6' THICK WALL
1 1 #3 BAR CONT. W/ 4" NOM. "FIBER MESH' CONCRETE DECK W/ SLIP
5" WALL -W,/, 8"X8- BOND
RESISTANT TOPPING ON COMPACTED GROUND
BEAM USE 2 #'S BARS CONT.
W/ ALL ORGANIC MATERIAL REMOVED OPTIONAL
( )
4' MIN. JUNCTION BOX
8" MIN.
(PY !)TI-IFRC)
18" MIN. TO
TO TRANSFORMER
(BY OTHERS)
TOP OF LENS
OUTER EDGE OF DECK TO
MARBLE
CONFORM WITH LOCAL CODE
PLASTER FINISH
REFER TO ATTACHED DRAWING
- U.L APPROVED 120 VAC/30OW POOL LIGHT W/
FOR DATA REGARDING DUAL
GFI OR 12V/300W POOL LIGHT W/ LOW WATER
SUCTION OUTLET SYSTEM AND
CUT OFF IN U.L. APPROVED GREY PLASTIC
VACUUM RELIEF SYSTEM
FORMING SHELL W/ #8 BOND PER N.E.C.
5
-- #3 BARS 12" O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL STRUCTURAL DETA -S
i
F� E �I
I_ i� J
Y �
X4D
1
C
2
1 F
FUER SYSTEM
PIAINS
"";or. A _f q
1 2
8"X8" BOND BEAM
2 #3 BARS CONT.
MIN. 1 %" COVER OVER
ALL BARS SEE NOTE #5
ip5-
6" TILE 5 CO WBAR
ALL/
BRICK (1 ROW)DECK
III+++=O- jRPOUR
ALTERNATE BEAM
FRAW DUAL
(1ST SPECIFIED) 8" 1"
GUNITE #3 BARS AT 6"
REBOUND a O.C. EACH WAY MAR Q: 7 C
2-8" 0 AN11-VORTEX DRAINS STEELTEX FORM 2UU5
SEPARATED BY 3' ',
_ DATE
SPAN MARBLE PLASTER
i Ir L'1 ! 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 ?DONNK,FL
RDSON, P.E.
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. IVE
TYPICAL WALL A FLOOR 32792
wffm _E OF _ PHONE: (407) 657-4133
FAX: (407) 657-4133
2. SKIMMER UNE
3 3. WASTE UNE
4. RETURN UNE
5. PRESSURE CLEANING
LINE (OPTIONAL)
�B A. HAIR & LINT STRAINER
B. RECIRCULATOR PUMP
C. FILTER
A
D. IN _UNE CHLORINATOR
(OPTIONAL)
E. HEATER (OPTIONAL)
VALVE
F. ANTI ENTRAPMENT
SYSTEM
28- MIN. PER
MANUFACTURER SPEC.
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL -
HAVE SUP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON --'-
3' MIN. 6" MAX. BETWEEN
TREAD AND POOL WALL -
TYPICAL SiMMMIG POCX-
LADWER
SECTION
C E N 1 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
f
DWG BY DASH
APPD BY r GHS
VACUUM UNE
VW �
sK•.�Ie
RTTING /
wX it
ANTIVOMM
r
VE N --:i 3{�
r
ro
SWPAWNG POOL
A� TS�EpC�T�IOON���
VACUUM UNE ALTERNATE .A.
(OOTNflWQ
Iw SAFETY VACUUM
ATS \ /SKIMII t\
� J \
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 BUILDING CODE
COVER
SUCTION INLETS
IMAM DRAINS) WA
PUMP r// A
YEN r v' SUCTION W -M
IMAM ORAWM
SPA SECTION
ALTERNATE *A!
=(IMUMANTIVORTEX
IIr 136 FEATURE°
MAx it `c
pi- ANTIVORTWt
C 1 4 SPA
_ kr
f1 0 ! ,K•
VEN
vea � re `` ` I, re re SUCTION-
AT
IMIm
POOL
DRAWN SPA SECTION
SVWAML4GSECTION ALTERNATE •B'
VACUUM UNE AI A,1L •,�
1 . 0 SAF VACUUM
Mill* SKRA*R AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-
ALERT.Tm SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF
Lim DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWIN.
TEI(et
r
ATTVE a ACHPLACKARD WHICH STATES
��
T1'IAT vENT IS A swTMMING POOL
(MIM) SAFETY DEVICE AND SHOULD NOT
B
SINNIAl1AING POOL E TAMPERED VNTH.
SECTION - ALTERNATE sticrier n. et -.r-�. MAY
AI 1 P{Zi MAS Ndq,% 1 ON T11E
- _BOTTORI AND ONE ON THE
VERTICAL SEPARATEwVERT1CAL WALLS ONE EACH ON TMPD (ZI VENT COVER MAY BE GUTTER
DRAW SUCH As HAYWARD
VENT TO ATMOSPHERE s0 VENT MODEL SP-IR1N
WILL NOT BE BLOCKED BY DEBRM
INSECT INFESTATIOKOR
CONTAMINATION - 90s ELBOWS
(COVER MUST COMPLY WITH 115* 0 VENT PIE
ANSVASME A112.1LAI M) r o" MINAAUM
TE
ff
jj
no j T r 0 tr MNTL
SUCTION
INLET
MAMMUM
r>a
TOVEM
cowB�ECTION -1' —
0
ALL SUCTION
TO PUMP P990 -re
MAXMM SUCTIDN PIPE VELOCny
SIX m FPS OR n GPM
sucno N Iwo
WLET
0 ALL VEM
PIPWO -1w 0
ATMOSPHERIC VENT PNCE LENt4TH
MINIMUM -1e' MAXNMIIM - 30'
SUGGESTED
DETAIL
DRAVNNG TO SUPPLEMENT
CONTRACTOR'S SPECIFICATION
DRAVNNG ON FILE
THE MAXIMUM VACUUM WITH ONE
SUMP PLUGGED AND TO RELEASE
DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON THE OTHER
SUMP VNILL NOT EXCEEDED 41
S ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
(1) TOLERANCE
IS * 2 -
(1) wLEi�
MARK
TO PUMP
4'8W
VE II CAP
TO PUMP GREATER THAN Y 0
"T" CONNECTION
VE II
T PUMP \ UP TO r 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
TO PUMP 8"0 PVC SLEEVE
�-- EXTENDED FROM
COVER COLLAR
VENT
IN DECK
CAP �
tfrM�INiTHREADED
IOCOUPLE
i� DECK
TO PUMP
OFF DECK
—SECTION VIEW--=
INSTALLATION OPTIONS
fz94R 0 7 2005
�71 'ENO
VwtrER PARKp•E L 327
PHONE (407) 967-4133
FAX (407) a67-4133
P.E.
-DECK-
CL
s
WATER
LEVEL
1+3' MIN—i ;
CDA 11►IeTAa I A•rimam
SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS
SUCTION FLOW FOR RESIDENTIAL SPA = 8 FPS
CONTRWAC I OR MAY N PIPE SIZE
TO MEET THESE REQUIREMENTS
ICTION LOSS
M PIPE ELBOWS
45'
90'
F
ELBOW
ELBOW
r
2%'
e'
3'
8'
3'
4'
8'
4.
5'
12'
S I
8'
14'
PIPE LENGTH TO VE II a "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,•FL 32714
CPC— 056984
HOT TO SCALE
DWD BY— GHS