HomeMy WebLinkAbout211 Willowbay Ridge StPermit # : [ l0 _
Job Address: ,,� / /
Description of Work: `W)ajr
Historic District: Zoning:
CITY OF SANFORD Amu APPLICATION
Date:
REc, V� p 4.40 1
Value of Work: S a–) `I -D L-) —
"'U'
Permit Type: BuildingV----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 &)anergy 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 Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: 2,, . -) _, Sf )Z- o/ — 1376 // (Attach Proof of Ownership & Legal Description)
Own �es Name & Address:'I- i ., nv� q // .
cJ 1 r Phone:
Contractor Name &"Address:
�F
Aate Lic nse Num er:
Phone & Fax: / Contact Person: —Phone -3W -
: %_Z_,�p3
Bonding Company: /I11
.address:
Mortgage Lender:
Address:
Architect/Engineer: If
A Phone:
Address:
Fax:
Application is hereby [Wade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced pt for 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 i vs regulating
construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 'OUT PAYN-G
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,4s-Ivater rganagement districts, state agencies, or fedef -pd agencies.
Acceptance of pgrpit is verification tt}a f�otify the owner of the property of the
Signature of Owner/Agent /Date Si
1 rL l4 t �� Lo C
not weer/ gen�am r
ignature of N Date Si
I cam" 000364 "
�'%� �it�ft
9A�f2000
'�j� � Ow - (000)=.4254=
7
nt Contractor
of Noiary-State of Florid
O%%ner/Agent OF AlAkrlne Contractor/AE!--,is
Produced .w�wN�-Na��w��a�w wwnu.n.t ProduceC .D
APPLICAI ION APPROVED BY: Bldg:DftlZun'
t Initial & Date) �&!L
�pccial Conditions:
Personalis Known to Me or
FD:
(Initial & Date) (Irmtial & Dat.
V
DATE
-3�,k l j Building Department
Gentlemen:
I herein authorize L,2e-Z
(Name of beareA of this letter)
to print my name and sign his/her own name for a construction permit from your Department
to construct a Swimming Pool on the property described as
Lot: Block: Subdivision:
Property Holder's Name: IrQc � kpr-2—
Location
Address: (��.�/�j� t i d4 e
Mailing Address:�j%��
Under my Florida Construction Industry Licensing Board Registration number - CPC 032557
Champagne Pools of Central Florida, Inc.
Signed
Michael Dfontractor anley
Certified
(Sample Signature of bearer must be
Prior to presentation for permit.)
State of Florida
County of SEMINOLE Z
The foregoing instrument was acknowledge before me this
Notary name typed or printed
sonally known to me.
♦V N111y� - �M,Ar -��i
*� ' �me 0001e1a
ao
a�s
.;
��lontl ��32i2:
a N°dry As
gin., l�tr,
Permit #
Job Address:
Description of Work
Historic District:
r
CITY OF SANFORD PERMIT APPLICATION
Date: _
Zoning: r Value of Work: S 2t r �
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 ---4,--Commercial Industrial Total Square Footage:
Construction Type:
o� # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: Z91?—� / - 3 ID /�h� ^ /� / 9./o (Attach Proof of Ownership & Legal Description)
Owners Name & Address:W
Phone:
Contractor Name & Address:. ✓ ; ,�C
State License Number: OAA&Al
Phone & Fax: �A/�n Contact Person: Phone:
Bonding Company: 1uA
Address:
Mortgage Lender:
Address: ,A, //
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 may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Ne or
Produced ID.
APPLICATION APPROVED BY: Bldg: Zoning:
(In' a[& Date)
Special Conditions:
t
Florida Lieq_Law, FS 713.
Print nt's Name
re of Notary -State of Flo to
Contractor/Agent is _ rson y Known to Me or
_
Produced [D
Utilities: FD:
(Initial & Date)
(Initial & Date) (Initial & Date)
SIZ-4?
DATE
_ County Building Department
Gentlemen:
1 herein authorize
to print my na rc and sign his/her own name for a construction permit from your Department
for Electrical on the property described as
Lot: Block: Subdivision:
I'roperry Holder's Name: (We 1-1
Location
Address:
C dex- v'
Mailing Address:O�LL�
Under my Florida Construction Industry Licensing Board Registration number - EC 0002249
Champagne Pools of Central Florida, Inc.
Rex A. Roach
Certified Contractor
(Sample Signature of bearer must be Signed
Prior to presentation for permit.)
State of Florida
County of SEN INCLE
The foregoing instrument was acknowledge before me this g/Z9 QS
by _ RE:A� Roach_ ��, who is personally known to me.
Notary Sinature
laidrra Gonzalez -erg
otary name typed or printed
l Acv ie !RA GIONZALEZ-ROSAS
I
rae4 'Olic, State of Florida
P^r' c,,�r;+ ex�ir Mar. 30, 2008
�� hrided tuft) �shi tt ^� (o. D 1305396
3._ .,, �.,...... 1r.. c: 1 iC. 800)451 4854
,�z�
FROM : Panasonic FAX SYSTEM PHONE NO, Aug. 29 2905 0.3:55PM P1
Champagne Pools of Central Florida, Inc. t t� 1 l tt t
5447 Renclimark Luny,Cl Suite #101 �.r:tI �)r �1 le t I
Sanford, FIOrids 32773 (4P17],310 -t,040
5889 Nrporl Road, #?)D License Numbers
Port Orange, Flniida 32128 (383) 763-2400 CPC 032557
.ana,tuitah lluilder
CPC 057135
NAME; �Z /-rm„
J08 ADDRESS:
MAIUNG ADDRESS:
TELEPHONE: (Homy
LEGAL: Subdivision
_ (Herein termed "Owner')
STATE fU ZIP 3a7/7 1
CITY STATE ZIP
(FAX)
POOL SHAPE: _((� Wt po%! . POOL SIZE: langth.-2 • width __I.y ' Area sq R -35'K Water depth t0
TME 6E, XERA . TEsZM1 , GONDMONS nem WARRt WIES ON THE REVERSE stoe ARE PART OF rests AGREEMENT.
• a v `a• - e
1. PLANS= 1. CT's Deluxe Eoezgy-aaving,�.'+i"latign Plant
C}tatnpagne Pgola rc auppl.y pool a- Extra targe cap3eity ddCC--i6.MM66-- q. ft -
blueprint and englfteering plans. . . , Inc. cartridge filter
a. BUILDING PRRMIT, b. UL approved e'xtx quiet, energy
CP to act.. as Owners agent to saver pump HP engineered for
obtain building permit only Inc, maximum performance with minimum
3. SITE PLLPARATioa, electrical use,
a. Accea9 Kruse removed by Owner ❑ CP O
b- Accra. fence replaced by Ownerr U CP O
Not Applicable
c. Trees in accoss and pool site
areas to ho out down so that
stumps will not ercced 31 in
height . . . . . . . . . . . . . By Owner
d CP to uproot s' high. x 16" dia.
min. stumps ar. ri.me, of excavation
in access and pool area only.
4 of stumps =^+. Yes ll No
e. stumps hauled away. Yet U No
f. Concrete cut nett hauled. . . Yee: O No
g. Snrin)cler gut off by , Owner P. -,^CP 0
h. Sprinkler re-routed . , , . By owner
4. SXLKYATIoN;
CP to excavate pool and remove
dirt on day of excavution only. .Inc-
a. Additional fill dirt if ..quired
Is not included is contract . - By Owner
b. CP to include auffieierit grading
for preparation of si.tc. Tng-
c. CP IS NOT RBSPWSISLS Pon ACCESS
ZN3'O Y"01 RE-ROUTIHO SPRINXLBRS,
RP001MG LANDSCAPING, RH80DDING
OR TRANSPLANTING OF PLANTS. By Owner
5. Engineered SLeal Reinforcing
compli.os with ASTM 4 A615 , . . . . . Inc.
6. Electrical Bonding of shell and
eciuipment . . . - --
Ing.
7. Pneumatically applied concrete shell
(commonly referred to as om1bc or
Shctcrete) . . . . . . . . . . . . . Tag.
a. OWNER TO WATER CURB GtMTTH SHSI.L
POR 10 n&ys - - By Owner
S. Temporary construction Pence - Ing.
9.. Three (3) stepsshal end Inc.
10. Love Seat: ( ft- Inc..
11. Mcbended Bench:�-^
13. Raised Seam with standard the r fr'•"t
13. TILE: CP Standard swimming pool tile.
a. one tow 6^ x 6" qp1 aC w ar. line
Name �Q J lJ [(G Yea Ho u
b. Special ordaz and/or larger ciao
not bid on this conliraat. Not Inc.
c. Decorative Tile Diamonds;
A --Color Yes ❑ No Chi
14, INTERIOR PINISHi CP to hand trowel a
hard, star pof plaster finish.
T}/pC� CO1oY:PuIIIc.
a.
OWNU IS R29PON9rBLs FOR FILLM
POOL WITH WiTER AND b1tMSXNG DOWN
POOL TWICE A DAY rOR TWO 1122"
AFTER IT IS FILLED. . . . . . - .By Owner
15. Salety Line Cups, Rope and Floats Inc.
16. Public liability, negligent property
damage and compensation
insurance during construction . - . Inc.
17. NO additional cost to customer for rain
damage to pool during construction Inc.
18. Deluxe cleaning equiomont and water
test kit . . . . . . . . .. . . . Inc.
19. Start-up w/ •pool school- insr.ruction Inc.
Both On a pre -formed support pad Inc.
2- One tl) Skimmer, large capacity and
self-adjusting w/double main drains and
3 returns (nO rag- returns w/Caretaker) Inc.
3. 2- Schedule 40 PVC pipe, skimmers
and drains valved separately . . . . . Inc.
d. Autorbatic Chlorinator. . . . . . . . , Inc.
5. Easy set Time clock. . . . . . . Inc.
e
1. Spa sq.fC. with _ Jets.
R� a. Standard Light . . . �/--
3. Spillwayndard Air Slower.
D
4. 9pi21way
s. Heater • type- LP / NAT size-_
6. Other
I. EleetriC Rook -up for all equipment
listed on this agreement Inc.
2, SNLARgIim Os CNASiOING MWISTIH4
ELECTRICAL PANEL BOX OR RRIAC36TION
or OVRUBAD WIRES, IF M. BY LOCAL
CODE. By owner
3. -Add. Electrical Hook-up for lightm,
fans, etc. . . . . . . . . . . . . By Owner
6. statural Gas Plumbing . . . . . . . By Owner
S. Propane Tank leasing, renting,
buying, sat -up and huryinq are the
reaponaibili.ty of miner . . . . . By owner
twel-71 P i P
1. Wator Purification - t Yi+i' tl N.S
2. Pool light - type_
3. AutoNation Controls
a, Automatic Cleaner
5. Water Peattarest
8, p
I. Treater .. type LP �/bTAT / HP
nsaa
2. Solar, Panels _set & forget valva
I. Acrylic �Decking ✓
C014rr
2. Coping 'type
3. :Stepsi0 r",<Biladig1� 4--%-
Olor -t
4. Steps _
5. Raked Walls
6. Turn downs
7. Ratdining walls _
9.
1, Type - rSoma 0 Gable ❑ Mansard
2. Two (2) DoorS, gutters whe quired
3, Color- ❑ White Bronze
SlLd
a. El1Lts Roof
5. Fan Beam
FROM Panasonic FAX SYSTEM PHONE NO. Aug. 29 2005 03:5EPM P2
WARNING DANGER WARNING
1,00 NOT DIVE INTO THt5 POOL.
2.Q2 NOT INSTALL A SLIDE ON THIS POOL
3. DO NOT INSTALL A DIVING BOARD OR DIVING
ROCK ON THIS POOL.
Whether financed through other snurcas or paying cash the owner agrees to pay the total price of this Contract, less the deposit
at the following intervals and in the percentages stated below. Change orders or a¢dandums must be accompanied with full
payment -
A. Deposit .........
upon signing of this contract
B. 35% ..........-
day of setting of the steel frame
C. 40% - .........
. day of shooting of the gunits shell
D. 20% ..........-
day of deck installation
E. 5% ............
upon Start-up of Pool
TOTAL CONTRACT PRICE
DEPOSIT
BALANCE
$j51-Do0010
$ �7�' 3001 to
$
OFFER AND AGREEMENT: This Contract shall be deemed as an offer to Champagne Paola of Central Florida, Inc_ and
shall be null and void unless accepted by a duly authorized officer of the contractor within ten business days of the contract
date_ The salesman has no authority to bind the contractor. All agreements and understandings are contained in this contract
and the Owner warrants that there are no agreements or understandings other than are set forth in this document Aoceptance
of the terns of this contract by Contractor is to be communicated to the Owner by transmitting a copy of this contract to them
showing acceptance by the sellers by the exeoxition of a duly authorized officer of the Contractor or by commencing
construction.
THE UNDERSIGNED JOINTLY AND SEVERALLY AGREE THAT THE TERMS AND CONDITIONS ON THE REVERSE SIDE
ARE PART OF THE AGREEMENT AND THAT THIS WRITING CONTAINS THE ENTIRE AGREEMENT BETWEEN THE
OWNER AND CHAMPAGNE POOLS, AND FURTHER ACKNOWLEDGES THAT EACH Or THEM HAS READ AND
UNDERSTOOD THIS ENTIRE CONTRACT_
A scale drawing of your swimming pool showing its location, shape, other details and equipment location shall be attached to
this contract within 10 business days and incorporated herein by reference. The drawing shall be signed by any one of the
Owners whose name appears as a signatory ttereln_ The Owner understands that embellishments on the drawing such as
umbrella tables, lawn chairs and plants are not part of the pool contrala Owner should receive a copy of Ne drawing.
No additional work shall be done without prior written authortzabon of Owner, and any. such authorization shall be on a
"CHANGE ORDER FORM" or an 'ADDENDUM' form showing the agreed terms and shall be approved by Champagne Pools
and shall be signed by any one of the Owners whose name appears as a signatory and addendum must be accompanied with
payment in full, if applicable.
CAUTION: If pool Is not approved for diving (under 8" depth, see front) you should not install or use a diving board or jump
board. Do not dive into this pool. If pool is approved for diving, exercise caution by always diving into center of the deep end
with hands out in front of your head and steer up. Do not permit or practice fancy dives, stunts, or horseplay.
ALL POOL USERS SHOULD BE INSTRUCTED lK THESE LIMITATWNS. NEVER DIVE INTO SHALLOW AREA,
Owner acknowledges receipt of a duly executed duplicate copy of this agreement at the time of its execution, with all blank
spaces filled in to the extent It is applicable to this project
NOTICE TO PURCHASER
DO NOT SIGN THIS AGREEMENT BEFORE YOU 14AVE READ IT OR IF IT CONTAINS ANY BLANK SPACES
You, the Owner, may cancel this transaction at any time prior to rnldnight of the third business day after the date of this
transaction. See attached Notice of Cancellation form for an explanation of this right.
DATE: ST 20_yj��
Salesperson: Ow
Accepted by Champagneof Central Florida, Inc.
Authorized agent,
Owner.
THIS CONTRACT IS NOT AN ESTIMATE
o— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - -
VTIgJ OF CANCELLATION
DATE:
you may Called tide transection, without any penalty or obligation, wiUrvr three business days from the above daia.
N you cancel, any property traded in, any pwimonl made by you under Contract or sale. and any negodable Instraroern executed by you will he rammed
within 10 WSW" 42y4 following receipt by the Setter of your cancellation notice, and airy security interact arising out of the transutlon will be
canethed-
If you cancel, you must make available to the Seller at your IMjorteo. to Sointer"ly an good ooridhiat as when received, tiny goods dativelbd to you
under tris Contract or axle: or you racy, it you wish, comply with the iastructiona of the seller regarding the return shipoen t d the goods at the sellers
expense and risk.
B you do maka the goods available to the setter and the seller does not pick them up within 20 days of the data of your Notice of Gaocallatiom you mar
rotain or dispose of the goods without arty further obligation. N you fail to make the goods available to the salter or if you agree to adoth the goads to
the sailer attd fall to do sq then you remain table for performance of all ob igations under the contract.
To canal Isla transaction, mall or deliver a signed and dated copy of this .-o umlistion notice or any otter weitlen retina. or send a telegram to
Chamosane Pods of Central Florida. Inc. 8497"Berlclunark Lana. Suite# 101 Sarderd,. FlaridA-IZM
NO LATER THAN MIDNIGHT ON . l HEREBY CANCEL THIS TRANSACTION
DATE: OWNER'S S"Al UPCE TO CANCEL:
(Only sign A you are canceling this transaction)
CONSTRUCTION COURIER SERVICE
PH. 321-239-0263
FAX 407-672-0532
FACSIMILE TRANSMITTAL SHEET
TO: FROM:
INDIRA & ED CHARLENE
COMPANY: DATE:
CHAWANGE POOLS 08/29/05
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
407-323-6941 1
PHONE NUMBER:
407-330-5049
RE:
LOPEZ - 211 WILLOW BAY
RIDGE ST - SANFORD
❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE
NOTES/COMMENTS:
GOOD AFTERNOON!!!
PLEASE FAX ME A COPY OF THE CONTRACT FOR THIS
JOB (407-672-0532).
THANKS
- CHARLENE
2102 CARRINGTON DR.
ORLANDO, FL. 32807
PREPARED BY: CHARLENE LOPEZ
CHAMPAGNE POOLS OF CENTRAL FL
5497 BENCHMARK LANE
SUITE #101
SANFORD, FL 32773
PERMIT NUMBER
TAX FOLIO NUMBER
I loll 11111 It It It III I oil 111110 1110 11111 to IA 110111/1
M14HYHNNE MURSE, CLERK OF CIRCUIT COURT
SkMINULE CUUNTY
BK 05939 PG 1112
CLERK'S # 2005173715
RkLURDED 10/07/200S 02;n;56 p
RECURDINU FEES 10.00 DOPY
RECURDED BY D ThWiTIFIED
MARYANNF_MORE
CLERK OF CIRCUIT
FLORIDA
SEMIN COUNTY.
0®�
NOTICE OF COMMENCEMENT
STATE OF FLORIDA COUNTY OF
'The UNDERSIGNED hereby, gives notice that improvement (s) will be cnade to certain mid real property, and in accordance.
with Chapter 713, Florida Statutes, die following information if provided in this Notice of Conunencemew.
DESCRIPTION OF PROPERTY (legal description and street address if available) (G� ��� �22�r4l-e—
GENERAL DESCRIPTION OF IMPROVEMENT(S) POOL
OWNER INFORNIA"ON. /
NameandAddress -t�<:c +/�%� tnaC2- A/ I
Interest in Property ( fee Simple, Partnership, etc.)A,/Q
NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (if other than owner
NA
CONTRACTOR INFORMATION
Name and Address CHAMPAGNE POOLS OF CENTRAL FL 5497 BENCHMARK LN STE #101
SANFORD, FL 32773
SURETY ( Bonding Company)
Name and Address N
Amount of B
LENDER
Name and Address NA
Person 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 or
to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues
Expiration Date of Notice of Commencement ' NA The expiration date is one year from date of recording unless a
different date is specified.)
rn Signature of Owne ! Z
State of Florida
County of -5?- Yu + dLe (-'<—
The foregoing Instrument was acknowledged before me this
'ho me.
C a
NOTARY PUBLIC SIGNATURE
by
..s.O.N..H.ON..N.NN00700N
EAWARD E. SUUJVAP1
NOTARY STAMP
PLAT OF SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 131, PRESERVE AT LAKE MONROE
AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
(UNPLATTED PER THIS PLAT)
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 CONTROL AS FURNISHED,
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTH LINE OF LOT 131
BEING S89'59'36"W PER PLAT.
(FIELD DATE:) 2-26-04 REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: Si FINAL 6-10-04 CKB
ASM39743 FORMBOARD 3-4-04 CKB
JOB N O. PLOT PLAN 12/30/03 SDO
DRAWN BY: LOT FIT 01-15-03 CKB
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L13N6393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
I HEREBY CERTIFY, THAT THIS BOUNDARY
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
611317-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
FOR
THE
FIRM
K. BELLI PSM MI24 I DATE
S89'52'41 "W 50.00'
---
-----,-
I
I
I
I
I
LOT 131
, 9,735 SOFT. f
I
I
I
I
�
PERMIT #0----
GRAPHIC SCALE STORMWATER MANAGEMENT I \
D 15 30 TRACT
M I�
I
I
I •
I
I
I N
I 'p
I rJ
I
I
2� Z
LEGEND------
W; W
— BUILDING SETBACK LINE
— CENTERLINE
wc mmm
W. W
i
d' "t
0
CD , d..
(N
— — RIGHT OF WAY LINE
15.26 EXISTING ELEVATIONQ
N
o I o Q LOT 130
4
0) Q Z! a Q .
CONCRETE
Q Q
LB LAND SURVEYING BUSINESS
I QZ I Z 0 (3f
LS LAND SURVEYOR
wka�Olilt
PRM PERMANENT REFERENCE MONUMENT
rri O
of
PCP PERMANENT CONTROL POINT
;n
(P) PER PLAT
M)
MEASURED
FND FOUND
I
C/W CONCRETE WALK
j
5/W SIDEWALK
CP CONCRETE PAD
CS CONCRETE SLAB
C CHORD LENGTH
5.0' - 5.0'
40.0'
PK PARKER KALON LOT 132
R RADIUS
POC POINT OF CURVE
TWO STORY
Q-
FND NAIL AND DISC
CONCRETE BLOCK
& WOOD FRAME
LB #68 (06/10/04)
o RESIDENCE o
FINISH FLOOR Q
FND 1/2" IRON ROD
O NO 10. (06/10/04)
n ELEVATION=15.26
0 FND 1/2" IRON ROD AND CAP
%a
LB p6393 (06/10/04)
COVERED
CNA CORNER NOT ACCESSIBLE
a
ENTRY^ Y0, 7'
DENOTES DELTA ANGLE
^ 6.3 5.0'
12.4' N O ..
5.01
L - DENOTES ARC LENGTH
C.B. DENOTES CHORD BEARING
I .`CdNCRETE';
,'
PC DENOTES POINT OF CURVATURE
3 C/W DRIVEWAY
I
PI DENOTES POINT OF INTERSECTION
I I
PRC DENOTES POINT OF REVERSE CURVATURE
j
PT. DENOTES POINT OF TANGENCY
I
iYP TYPICAL
A/C AIR CONDITIONER
P----------- 7
iJJ i .';.; 16:0':'"x'.' I
COW CONCRETE BLOCK WALL
I 10' UTILITY EASEMENT
RP RADIUS POINT
t
CHU .OVERHEAD UTILITY LINE - —
ID IDENTIFICATION
-
..4' S/W ;:":''::..:;.'.
ON LINE
PCC POINT OF COMPOUND CURVE
3� N89.59'36"E 50,00'
I.
bio
P j'n
OO N
POD
V
295.00_
N89'59'36"E 399.24'-T
CENTERLINE OFJ
RIGHT-OF-WAY
NOTE:
WILLOWBAY RIDGE STREET
THE FINISHED FLOOR ELEVATION OF THIS
STRUCTURE MEETS OR EXCEEDS THE
50' RIGHT-OF-WAY
THE REQUIREMENTS SET FORTH IN THE
CITY OF SANFORD CODE CHAPTER 6, SEC.
6-7(A),
3, THE SURVEYOR HAS NOT ABSTRACTED THE
NOTE:
LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF
WAY, RESTRICTIONS OF RECORD WHICH MAY
1, ALL DIRECTIONS AND DISTANCES HAVE
AFFECT THE TITLE OR USE OF THE LAND.
BEEN FIELD VERIFIED AND ANY
INCONSISTENCIES HAVE BEEN NOTED ON THE
4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
SURVEY, IF ANY,
LOCATED EXCEPT AS SHOWN.
2. PROPERTY CORNERS SHOWN HEREON WERE
5. NOT VALID WITHOUT THE SIGNATURE AND THE
SET/FOUND ON 06-10-04, UNLESS OTHERWISE
ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SHOWN.
SURVEYOR AND MAPPER.
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 CONTROL AS FURNISHED,
BEARINGS SHOWN HEREON ARE BASED ON
THE NORTH LINE OF LOT 131
BEING S89'59'36"W PER PLAT.
(FIELD DATE:) 2-26-04 REVISED:
SCALE: 1" = 30 FEET
APPROVED BY: Si FINAL 6-10-04 CKB
ASM39743 FORMBOARD 3-4-04 CKB
JOB N O. PLOT PLAN 12/30/03 SDO
DRAWN BY: LOT FIT 01-15-03 CKB
AMERICAN SURVEYING & MAPPING
CERTIFICATION OF AUTHORIZATION NUMBER L13N6393
1030 N. ORLANDO AVENUE, SUITE B
WINTER PARK, FLORIDA
32789 (407) 426-7979
I HEREBY CERTIFY, THAT THIS BOUNDARY
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
611317-6, FLORIDA ADMINISTRATIVE CODE
PURSUANT TO CHAPTER 472.027, FLORIDA
STATUTES.
FOR
THE
FIRM
K. BELLI PSM MI24 I DATE
rOL
Permit #
Residential Swimming Pool,
Spa and Hot Tub .Safety Act
Notice of Requirements
I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed
at . and hereby affirm.that one of the following
(Please "nt Street Addressi
methods will be used to meet the requirements of Chapter $15, Florida Statutes.
(please initial the method(s) to be used for your pool)
The pool will be Isolated from access to the home by an enclosure that meets the
pool barrier requirements of Florida Statute 515.29;
The pool will be equipped with an approved safety pool cover that complies with
ASTM F1346-91 (Standard Performance Specifications `for Safety covers for
Swimming Pools, Spas 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;
All doors 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" above the floor or deck;
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 dpgree, punishable by
fines up to .$500 and/or up to 60 days in jail as established in Chapter 775, F.St
CON CTOR'S SIGNATURE &DATE
OWNER'S t7,E 8 DATE
Michael' D. Manle}i.; -T-aC_
CONTRACTOR'S NAME (PLEASE PRINT) OWNER'S NAME PLEASE PRINT)
MARCOS AND IRAIDA LOPEZ
211 1WILLOWBAY RIDGE ST,
SANFORD 32771 Permit Office: SANFORD
(407)323-0591 Work Phone Cell Phone
PRESERVE AT LK. MONROE Entry Code:
Type Dig ?I Std. Dig & Haul
ACCESS THRU NEIGHBORS REAR AT 213 WILLOWBAY
OR THRU COMMON AREA IN REAR
Coping Lft
Acrylic band
Tree Removal ? NO
#
Sqft
NIA
Stump Removal ? NO
Pool & Patio Total Including 10%
u Sqft
Paver Boarder - This is Included in Sqft Above
Plant Removal ? NO
#
36 Lft
N/A
Concrete Removal ? NO
Sqft
26 Lft
NIA
Saw Cut ? NO
Lft
1'2 Lft
NIA
Fence Removal for Access?
22''~ Lft
NIA
Fence Reinstall ?
NIA
Sprinkler System Capped Off ?
Owne
Sprinkler System Reinstalled ?
Owne
112-7011"i
BARRIER FENCE? YES Lft 36 C.P.
ALUMINUM POST COLOR ? Black
MESH COLOR ? Black
ALARM SYSTEM ? NO # N/A
BY:
Window Glaze ? NO #I NIA
DESCRIPTION DATE /S C.O.#
ACCESS THRU VACANT LOT
NEXT TO 213 WILLOWBAY RIDGE
ST, AND COME AROUND THRU
THE COMMON EASEMENT
AREA. (LETTER IN FILE)
121NCOLOR BAND
CHILD SAFETY FENCE
4'X3' SCREEN
DOOR PADS
(2)#3 RODS
OR (1) #5
ROD
CONCRETE FOOTER
POOL SIZE 14 X 28
POOL DEPTH 3 X 6
POOL perimeter 74 area 354
SPA perimeter NIA area
Fountain perimeter NIA area
TOTALS perimeter 1 74 area 354
Swim Outs # 1 Total Lft 6
Steps Lft 21 Beach Area Sqft
Pool Gallons 11,948
••o e e
PUMP TYPE Jandy Stealth H.P. 1
FEATURE PUMP? YES H. P.
Filter Type Jandy CL340 Sqft 340
2" Main Drains Two White 4' apart
2" Skimmer One White
2" Returns Three White
Pool Light FX COLOR REMOTE
Pool Grout Color I White
Install Cut Ins For Rope & Float Hooks
• •I NO SPA
Spill Over Type
2" Main Drains Two, White 3' apart
Spa Light
Therapy Jets Air Blower
Pre Plumb Jets .
Automation Pre wire
Spa Side Remote Type
e. e
Type Htr? Propane Size
•
Heat Pump Elect Run ft
Solar Panels # Size x
Set & Forget Controls
Booster Pump by Solar Co.
Water Surface Solar Cover
Deck Edge Type Reverse Tear Drop Cantilever
Concrete Deck Textured Acrylic 378 Sqft
Existing Lanai Textured Acrylic
448 Sqft
Coping Lft
Acrylic band
Sqft
Pavers Thick or Thin
Sqft
Existing Patio Thick or Thin
Sqft
Pool & Patio Total Including 10%
u Sqft
Paver Boarder - This is Included in Sqft Above
Lft
Deck Drains DECK-O-DRAfN I
36 Lft
Raised I.D. Beam At 6" Increments
26 Lft
Tile Notes For I,D.
Step Risers At 6" Increments
1'2 Lft
Riser Info Cantilevered & Tile AI FM4
Turn Downs 10" Lft 16- Lf?
22''~ Lft
8" Screen Footer 100 Lft Pilasters
Clean'ers;&` Chloriinat6rs &:'Mise
Pool - - •- PCC 2000
Chlorinator Type
Ozinator
Menu Management Plus
POOL PILOT
Manual Vacuum, Telescopic Pole, Leaf Net
Brush, Water Test Kit & Start up Chemicals
Hand Rails- Fig 4 NO Other
MM 11-20-r.1111112= Fountain
Spill over Light
Sconce?
1 RAIN ARC 3 Ft.
l 36 ft.
181N--4 PAINT RAISED AREA SAME AS COLOR BAND
3FT RAIN ARC I /I'--
DJ
3FT DEEP 't�6FT DEEP
PCC 2000 ~ 28 ft. A - -
PLACE SECONDARY
SUCTION ON WALL
e e . • � • • ® s ® s e
ACRYLIC TEXTURE ON EXIST.
PATIO (14ft x 32ft)
!0 R. 0 in.
zwe arlome
US 17-92
R�
$,A N I?101010Vr+� of
Lao WILLOWBAYRIDGE ST.
BACK OF HOU,"
16 R.
- ----------------- -------
u_
0 FAN BEAMIJ
N P
d
ft.
d;
N
DECK DRAIN
HOMEOWNER
MARCOSAIVD IRALDA LOPEZ
211 WILLOWBAY RIDGE ST.
SANFORD, FLORIDA 32771
(407)416-3458
COLOR SELECTIONS
Acrylic deck
SANDSTONE
Acrylic band
BOMBAY
Tile color
DRANO BLUE
Step & Bench
DRANO BLUE
TILE SIZE
61N
Tile Distributor TILE SUPPLY
Interior finish FLORIDA GEM
PCC FIXTURES WHITE
ALL TILE GROUT IS WHITE
Darker color Grout bleaches out
SCREEN INFORMATION
Screen color & style BRONZE DOME
Doors & Gutters TWO
Wall Height: 9FT
Elite Roof: 8FTX 32FT
INSTALL 2 FAN BEAMS
5
ELECTRIC
METER
Designed by
ED SULLIVAN
DESIGN CONSULTANT
(407)832-2261
Ch
ne
An aquateah•Builder
Champagne Pools & Spas
(407) 330-5049
CPCO32557
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S
POOL PLAN.
2 POOL WALLS SHALL BE 5" THICK AND FLOORS SHALL BE 6" THICK
AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A
COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK
SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI
STANDARD 318.
3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING
CODE BUILDING 2004, FLORIDA BUILDING CODE RESIDENTIAL 2004, ANSI
NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS,
AND ANSUNSPI 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 M".
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 PAT10 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.
11 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-DEPLETABLE ON-SITE RECOVERY SOURCES.
16. THERE SHALL BE ADD SAFETY 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.
17. 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.
TER LINED/ I LIGHT
6" TILE) I
6"
MAXIMUM RISER = 12' 1
MAXIMUM TREAD = 10' (240 30. IN.)
DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION
LONGITUDINAL POOL SECTION
'K COPING
X6' TILE SPILLWAY
`(N1DTH SEE PLAN)
WATER LINE
L -6"X6' GLASS BLOCKS
MOUNTED IN .2500 PSI
CEMENT (IF SPECIFIED)
#3 AT 12" O.C. EA WAY
RAISED SPA DETAIL
1111 PUNDISTURBED
SOIL (NO VOIDS)
TYPICAL
SWIMOUT DETAIL.
5" VARIES - SEE PLA04N
THERAPY
#3 AT 12' 18" SEAT
O.C. EA. WAY
RETURN 6"
(15T SPECIFIED)
GUNITE
REBOUND
2-8" 0 ANTI -VORTEX DRAINS
SEPARATED BY 3'J
SPA SECT10N
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 34" 115 GPM 150 GPM 2 1/2 HP
PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (MH) OF
50' AND FOR ESTIMATE ONLY, ACTUAL PUMP SIZE PALL
VARY DEPENDING CN THE PUMP SPECIFICATION AND THE
TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS
SURFACE SKIMMER
ADDITIONAL #3
REBAR REOD AT
P14 SKIMMER OPENING
WALL SECTION
AT SKIMMER
#8 AWG COPPER WIRE
F PUMP
3 #12 IN 1/t COND
—4-
TIMECLOCK
TO PANEL
SERVICE
C.P
SPST
DCT. BOX TOGGLE
4' MIN.4DECK
STITCH
. DISC
POOL 12 V TRANS
12 V/300 W w/ Low ALL ELECTRICAL
WATER CUT-OFF SHALL CONFORM
OR 120 V.A.C. W/ GFI W/ ART. 680 Vl' E�,_q
PER N.E.C. N.E.C. 2002
ELECTRICAL DIAGRAMS .� �, �T -� P6 1 ,
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/ SUP
RESISTANT TOPPING ON COMPACTED GROUND
W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL)
JUNCTION BOX
8' MIN. (BY OTHERS)
TO TRANSFORMER
(BY OTHERS)
OUTER EDGE OF DECK TO
CONFORM WITH LOCAL CODE
REFER TO ATTACHED DRAWING `�U.L. APPROVED 120 VAC/30OW POOL UGHT W/
FOR DATA REGARDING DUAL GFI OR 12V/30OW 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.
#3 BARS 12' O.C. EACH WAY
STEELTEX FORM (OPTIONAL)
POOL`STRUCTURAL DETAILS
FILTER SYSTEM
8"X8" BOND BEAM
2 #3 BARS CONT.
MIN. 1 X" COVER OVER
ALL BARS SEE NOTE
6' THICK WALL
#3 BARS AT 6'
O.C. EACH WAY
STEELTEX FORM
MARBLE PLASTER
FINISH
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON
CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL
SHALL BE CONSTRUCTED AT 6' THICKNESS. THE STEEL MAT AND SHELL WALL SHALL
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH 15 GREATER THAN
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD.
TYPICAL WALL AND FLOOR
WMJIN ANGLE OF REPOSE
1. MAIN DRAIN LINE
2. SKIMMER LINE
3. WASTE LINE
4. RETURN UNE
5. PRESSURE CLEANING
UNE (OPTIONAL)
1 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 SPEC.
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON-/
3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL -
TYPICAL SWMMING POOL
LADDER SECTION
6" TILE
jj r5' NT.
5 — 115 w LL/
DISTANCE
BRICK (1 ROW) DECK OVERPOUR
LESS THAN EXISTING
ON 1 + 1 STRUCTURE
ALTERNATE BEAM
FINISH DETAIL
6' THICK WALL
#3 BARS AT 6'
O.C. EACH WAY
STEELTEX FORM
MARBLE PLASTER
FINISH
THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON
CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL
SHALL BE CONSTRUCTED AT 6' THICKNESS. THE STEEL MAT AND SHELL WALL SHALL
BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH 15 GREATER THAN
THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD.
TYPICAL WALL AND FLOOR
WMJIN ANGLE OF REPOSE
1. MAIN DRAIN LINE
2. SKIMMER LINE
3. WASTE LINE
4. RETURN UNE
5. PRESSURE CLEANING
UNE (OPTIONAL)
1 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 SPEC.
LADDER TO BE
CROSS BRACED PER
MANUFACTURER'S SPEC.
ALL LADDER TREADS SHALL
HAVE SLIP RESISTANT FINISH
WEDGE ANCHOR
AND ESCUTCHEON-/
3' MIN. 6' MAX. BETWEEN
TREAD AND POOL WALL -
TYPICAL SWMMING POOL
LADDER SECTION
VACUIUM UNE
ON
,K o
VE r�
VACUUM UE
(OPTIONAL)
W SAFETY VACU,H
FrrnNc \
t%'Tis
ver
EWER
�f
MAr
MAz tr
ANnVORM
-"1-T
r
bra
SWMQMG POOL
SECTION -
SKANAM
MAx,r
AIrTnvsrTaz
covet
ro w�i ro
SWMAMING POOL
SECTION
VACUUM uNE 9LLE8l1ATE •9'
w/ SOIONAQ
AFETY VACUUM
RrnmG \
Slcrwet
�ANNr
MAX tr
iT4 •CAKn
OVER
r I
VE suer
0'"Mw EY
ou+MI
0-
1p
141=11- ..' 1
00-000-
(COVER MIUST COMPLY WITH
ANSYASMIE A1121l.i M )
RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS
DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS
IN ACCORDANCE WITH SECTION 424.2.6.6
OF FLORIDA BUILDING CODE
AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-
ALERT.T" SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF
DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOl-PUNT .
ATTACH PLACKARD imICH STATES
THAT VENT 13 A SVWMMING POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED VWM.
ALTERNATE SUCTION INLET Syg� �Y
WCLLTDE 1 ON THE BOTTOM AND ONE ON THE
VERTICAL WVERI7CAL WALLS ONE EACH ON TWO m VENT
COVER MAY BE GUTTER
DRAIN SUCH A3 HAYWARD
VENT TO ATMOSPHERE SO VENT MODEL SP -,01!
VML NOT BE BLOCKED 13Y DEM;M
INSECT INFE9TAT10N,OR
CONT"WATKIN 2- W- ELBOV1r3,
143r o- AnNIMuM
ALTFRNATF
rT
rIa ( r o F
SUCTION
M -ET
INLET
r0
MAXRM M DISTANCE
TO VENT TEE
CONNECTION a �•
ro
ALL 31UCMN
o. TO PUMP - P� a r a
MAXWJM 30C7K)N PTFE VELOCM
SIX (r) FPS oft n GPM
,>S -a
INLET'
1 10 ALL VENT
MI'm-w0
A'TMbSPHERC VENT PIPE LENGTH
MINYI m - i r uAX]MIUM ■ 30'
le
i5S-O VENT PIP\E p�
\IIS
}
Ir MIM
SUGGESTED
DETAIL
(1) VERTICAL
TOLERANCE
IS+ r
(1) WATERLEVEL -DECK-
MARK — -
TO PUMP
48Y., >
w
J
a
a
DRAWING TO 3UPP1.Fh,lEM
coNrRacTo� sPECIFICAnoN
ORAIMNG ON FELE
THE MAMMUM VACUUM VVTTH ONE
SUMP PLUGGED AND TA RELEASE
DUAL SUCTION INLET SYSTEM A BODY ENTRAP141ENTCM THE OTHER
SUMP VMLL NOT EXCEEDED. 4.s
F8, ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
;p 2 200
GOR H. 44F-�� i ON, P.E
FLP, NO 19=
1717 GOLFS -10E, DMVIE
WINTER PARK. FL: 3ZM
PHONE (407) 1557-4133
FAX (4an a57-4133
WATER
LEVEL
I- Y MIN-- i
TYPICAL POOL AND SPA INSTALLATION
SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS
SUCTION FLOW FOR RESIDENTIAL SPA = 6 FPS
CONTRACTOR MAY SUCTION PIPE SIZE
TO MEET THESE REQUIREMENTS
MAX 'L- TO MAIN
(ulAne.) 8 FPS 8 FPS SIZE ELBOW ELBOW
2• 5'+' 25 2' 2%' 6'
2'h' 6r 31' 2 �. 3' 8,
3• 88' 4D' 3• 4' 8.
4• 118' S5 4' S' 12'
5• 156' 72' 5• 6' 14'
PIPE LENGTH TO VE 11= "L"- ELBOW FRICTION LOSS
EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
TO VELI IF USE 2.0 PIPE W/ 2-W ELBOWS AT 6 FPS IS 54'- 12',= 42'
VACUUM SUCTION ELIMINATOR — VE 11
AVE 11 IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN
Champagne
5497 Benchmark Ln.
Sanford, FL
TEL (407) 330-5049
MNASTLK
DRAWINC
NOT TO SCALE'
DWD BY-- GHS
J
AMTntORTEX
COVER
SPA
PUW
VE r
r m' sucttaN aa -En
(MAW ORAMM
SPA SECTION
ALTERNATE 'A'
SKIMMER
ANTTVORTEX
COVER
SPA
Lr
je
1%,
VE r
(-
r a
sucTioT+ uaEr
(MMU ORAW)
SPA SECTION
ALTERNATE 'B'
AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-
ALERT.T" SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF
DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOl-PUNT .
ATTACH PLACKARD imICH STATES
THAT VENT 13 A SVWMMING POOL
SAFETY DEVICE AND SHOULD NOT
BE TAMPERED VWM.
ALTERNATE SUCTION INLET Syg� �Y
WCLLTDE 1 ON THE BOTTOM AND ONE ON THE
VERTICAL WVERI7CAL WALLS ONE EACH ON TWO m VENT
COVER MAY BE GUTTER
DRAIN SUCH A3 HAYWARD
VENT TO ATMOSPHERE SO VENT MODEL SP -,01!
VML NOT BE BLOCKED 13Y DEM;M
INSECT INFE9TAT10N,OR
CONT"WATKIN 2- W- ELBOV1r3,
143r o- AnNIMuM
ALTFRNATF
rT
rIa ( r o F
SUCTION
M -ET
INLET
r0
MAXRM M DISTANCE
TO VENT TEE
CONNECTION a �•
ro
ALL 31UCMN
o. TO PUMP - P� a r a
MAXWJM 30C7K)N PTFE VELOCM
SIX (r) FPS oft n GPM
,>S -a
INLET'
1 10 ALL VENT
MI'm-w0
A'TMbSPHERC VENT PIPE LENGTH
MINYI m - i r uAX]MIUM ■ 30'
le
i5S-O VENT PIP\E p�
\IIS
}
Ir MIM
SUGGESTED
DETAIL
(1) VERTICAL
TOLERANCE
IS+ r
(1) WATERLEVEL -DECK-
MARK — -
TO PUMP
48Y., >
w
J
a
a
DRAWING TO 3UPP1.Fh,lEM
coNrRacTo� sPECIFICAnoN
ORAIMNG ON FELE
THE MAMMUM VACUUM VVTTH ONE
SUMP PLUGGED AND TA RELEASE
DUAL SUCTION INLET SYSTEM A BODY ENTRAP141ENTCM THE OTHER
SUMP VMLL NOT EXCEEDED. 4.s
F8, ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDS
;p 2 200
GOR H. 44F-�� i ON, P.E
FLP, NO 19=
1717 GOLFS -10E, DMVIE
WINTER PARK. FL: 3ZM
PHONE (407) 1557-4133
FAX (4an a57-4133
WATER
LEVEL
I- Y MIN-- i
TYPICAL POOL AND SPA INSTALLATION
SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS
SUCTION FLOW FOR RESIDENTIAL SPA = 6 FPS
CONTRACTOR MAY SUCTION PIPE SIZE
TO MEET THESE REQUIREMENTS
MAX 'L- TO MAIN
(ulAne.) 8 FPS 8 FPS SIZE ELBOW ELBOW
2• 5'+' 25 2' 2%' 6'
2'h' 6r 31' 2 �. 3' 8,
3• 88' 4D' 3• 4' 8.
4• 118' S5 4' S' 12'
5• 156' 72' 5• 6' 14'
PIPE LENGTH TO VE 11= "L"- ELBOW FRICTION LOSS
EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
TO VELI IF USE 2.0 PIPE W/ 2-W ELBOWS AT 6 FPS IS 54'- 12',= 42'
VACUUM SUCTION ELIMINATOR — VE 11
AVE 11 IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN
Champagne
5497 Benchmark Ln.
Sanford, FL
TEL (407) 330-5049
MNASTLK
DRAWINC
NOT TO SCALE'
DWD BY-- GHS
J
12" to 24" DECK TURNDOWN
The ground drops off going towards the back yard so that the existing ground is approximately
12" to 24" lower than the proposed pool deck. The contractor proposes to "turn down" the deck
along the backside of the deck and the side towards the house as far as it is needed. The
contractor proposes a monolithic pour of the turndown area and the remainder of the deck using
a fiber additive in the concrete. In the area of the turndown, the contractor proposes that the wall
will be 8" thick and contain 145 reinforcing bar in its base and 143 bar at the top of the
turndown and 143 bar vertically at 36" on center between the horizontal # 3 bar and the
horizontal # 5 bar.
When the base of the turn -down extends
into the original around soil, a pilaster will
not be required.
They will install 4" diameter pilasters every 5
feet under the turndown and as a part of the
turndown that will be either 2' into the ground
or to the indigenous material, which ever is
deeper. They will also install a #3 reinforcing
bar in the pilaster and tie it into the reinforcing
bar in the base of the vertical pour. All other
construction procedures and. specifications
will be in accordance with the contractor's
specification sheet on file with the building
department.
Based on this data, I feel that the construction
procedure to be utilized in this instance
complies with sound construction practice, is
in accordance with the Florida Building Code,
Building 2004, and Florida Building Code,
Residential 2004 and will not derogate the
quality of the pool deck being constructed for
the home owner and is acceptable.
IMPORTANT NOTE:
A DECK TURNDOWN IS NOT
INTENDED TO BE A SUBSTITUTE
FOR A RETAINING WALL, IF THE
VERTICAL DIMENSION FROM THE
TOP OF DECK TO THE OLD GROUND
EXCEEDS 2'6" (FOR A 12"
TURNDOWN), 3' (FOR AN 18"
TURNDOWN), OR 3' 6" (FOR A 24"
TURNDOWN) FOR MORE THAN 20 %
OF THE TURNDOWN LENGTH OR
THE FINISHED GRADE SLOPE
EXCEEDS 4' HORIZONTAL TO V
VERTICAL, A TURNDOWN SHOULD
NOT BE USED.
4" CONCRETE DECK
COMPACTED e
MATERIAL
1- #5 REBAR-----
CONTINUOUS
4" O PILASTER MAX
EVERY 5' WITH
1' 6"_
1-# 3 REBAR _ —
��
6" MIN
NOT TO SCALE
# 3 BAR \
CONTINUOUS
1 # 3 BAR VERTICALLY
T
AT 36" ON CENTER
i
12" to 24" TURN -DOWN
4' OR FLATTER
FINISHED GRADE.
z2'
1t -=it ; 11 ►
OLD GROUND
l�ll%11�[�7f/1 i
NO FOOTER
LEVEL TERRAIN
El
wn i • FOOTEK
W! SLOPE BETWEEN
1 W 6' TO 1' IN 3'
RIBBON FOOTER—WHERE FOOTER IS NOT CONNECTED TO DECK:
USE 8"x8' CONCRETE RIBBON FOOTER W/ 115 REBAR
CONTINUOUS TO SUPPORT UP TO 2" X 6" UPRIGHT
�ill��ll� 11
I' aa•
FOOTER WHEN SLOPE
V M 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE.
-1
❑ USE 8"x 12' CONCRETE RIBBON FOOTER W/ 2 1 5 REBARS CONTINUOUS
TO SUPPORT UPRIGHTS LARGER THAN 2' x 6" 1' MIN.
1) FOOTER SHALL BEAR ON ROCK. CLEAN SAND, OR STRUCTURALLY
SOUND SOIL (>1500 PSI:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM 0
12
BEARING CAPACITY TO PREVENT SETTLING. 'Y
OR
2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH
OR 64e-1000 W W MESH. 2 1 5 BAR
3) 3 — 13 BARS IS EQUIVALENT TO 1 15 BARS. CONT.
FOOTER WHEN SLOPE
1' IN 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE.
El
\ TYPICAL SCREEN DECK FOOTER DETAILS
NOTE: IF A SCREEN ENCLOSURE IS TO BE BUILT, THE SWIMMING POOL
CONTRACTOR SHOULD COORDINATE CONSTRUCTION OF ANY
REQUIRED FOOTER WITH THE SCREEN ENCLOSURE CONTRACTOR.
VALID FOR ONE YEAR
FROM SIGNATURE DATE
TYPICAL SECTION -DECK TURN -DOWN
SEP 2 1 2005_
DATE
GORrNF E DSON, P.E.
CONTRACTOR MAY USE: 1025E1MORAN BLVD
3- # 3 BARS FOR 1 #5 BAR WINTER PARK, FL 32792
PHONE: (407) 679-9188
C a a e
PIM& & 4&"
5497 Benchmark Ln.
Sanford, FL
TEL (407) 330-5049
IVOT TO' SCALE
DWD BY-- OHS-