HomeMy WebLinkAbout299 Porchester DrITY OF SANFORD PERMIT APPLICATION
Application # : /
Submittal Date:
Job Address ` at 6/'Gf'1e
Value of Work: -
Parcel ID' 3q_1j' 10 - -t T Zoning: Historic District:
Description of Work: Square Footage:
p....
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poolg 5t
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temp Pole Off
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Requt
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
r.......
Property Owner: I < Ue. CCiS Contractor:
Address: Z <%s kel
Phone!Dy 76Z 3(, E-mail: Phone:ya,Z S6--5"6Urte License Number.'
03ZS'
Bonding Company: Mortgage Lender:
Address: Address:
Architect/Engineelr: (J!/bF ShegG,464z", ! Phone:
Address:6'7 Z /" Gi ciG. /c, ¢ b!%, 3GSirI3_7 Fax: o l-Pi- (/
Plan Review Contact Person:
y
Phz%
n9e Fax: 'sz. E-mail:0li''rAnl•LtQoc v'P
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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 f permit is verification that I will notify the owner of the
f
Signature wner/Agent Date
Print Own ent's me
ature o otary- of Florida Date
TERI LEE SMATHERS
Notary Public, State of Florida
y COMM. expires March 08, 2012
o. OD7608M
Bonded thru As on A Inc. kKno'wnMe or
Produced ID
APPROVALS: ZONING q.2$gl UTIL: FD:
Special Conditions:
Rev 07.07
nt
Lien Law, FS 713.
reof Coniract gent / Date
C./_ . ' y/til
of Notary -State of Florida Date
1G'0TARY PUBLIC -STATE OF FLORIDA
Marshall S. Weiner
g Commission #DD709276
Contractor/A Igjgggelly t+(t)erogpr
ProducaTm moon Amr e> rrrr xnvnrxc coyer
ENG: BLDG:
CITY OF SANFORD PERMIT APPLICATION
Application # Submittal Date:
Job Address:
rr
7Z
14D/CA2 -4 % Value of Work: S
Parcel ID: 3— f! ,? 6 — ".0 LJ "i l Zoning::
y
Historic District:
Description of Work:. /r O c- S` ra T Square Footage:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign
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 Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units:
Occupancy Use Group(s):
Flood Zone: (FEMA form required )
D........
Property Owner: / v—/ G4/C v° Contractor: 6i SGr/t ¢ rr , R 0"'X dC e
Address: 2 4ad Address: Pim /---ra 5 /z' e
07
Phone: E-mail: Phone: -Lj y6' State License Number: G`—'CO::)ZLc(9
Bonding Company:
Address:
Architect/Engineer:
Address: /,' %-L
Plan Review Contact Person:
Mortgage Lender:
n/
Address: Jy'l
7
Phone' Fax:
r.
Phone:
3 z / Fax:
E-mail:
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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 o ermit is verification that 1 will notify the owner of the prope o e requi me f Florida Lien Law, FS 713.
ignature of wner/Agent/ Date ignature of Co ctor/A t Date
V 14 v 6i A rce-
t Owner/ ent's a Print Cont r/Ag s Name
t
L/
nature of otary-State of Florida Date Signature c^K6TftT#jjftddjTATE OFFWjb,&
TERI
LEEjo.
ERS ` .. Marshall S. Weiner
Notary Public, orida ; Commission #DD709276
y comm. exolres March2012 1,,'`,'.•° Expires: NOV 06, 2011
BMGMTPU fburrlcsolmIltaco.,lXC.
Bonded thru A Inc4664own Me or Contractor/Agent is Personally Known to Me or
Produced ID _ Produced ID
APPROVALS: ZONING UTIL: FD: ENG: BLDG:
Special Conditions:
Rev 07.07
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
A
DAVID JOHN N. CPA, ASAI
PROPERTY' 1817
APPRAISER .
z8.
oT"
12 13 id id28.B 10 ++
SMINOLE COUYNTFl -.
t. -, 11Ol-MF-IRSTST -
7
32. 32.D a
SANFORD. FL32771.146B
407-665-7506 - S
W4 32 4
VALUE SUMMARY
VALUES 2011 2010
GENERAL Working Certified
Value Method Cost/Market Cost/MarketParcelId: 34-19-30-519-0000-0080
Number of Buildings 1 1Owner: GARCES MIGUEL & KRISTA
Depreciated Bldg Value $167,337 $183,640Own/Addr:
Depreciated EXFT Value $0 $0MailingAddress: 229 PORCHESTER DR
Land Value (Market) $35,000 $35,000City,State,ZipCode: SANFORD FL 32771
Land Value Ag $0 $0PropertyAddress: 229 PORCHESTER DR SANFORD 32771
Subdivision Name: KAYS LANDING PHASE 1 Just/Market Value $202,337 $218,640
Tax District: S1-SANFORD Portablity AdJ $0 $0
Exemptions: 00 -HOMESTEAD (2011) Save Our Homes AdJ $0 $0
Dor. 01 -SINGLE FAMILY Amendment 1 AdJ $0 $0
Assessed Value (SOH) $202,337 $218,640
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund $202,337 $50,000 $152,337
Amendment 1 adjustment is not applicable to school assessment) Schools $202,337 $25,000 $177,337
City Sanford $202,337 $50,000 $152,337
SJWM(Saint Johns Water Management) $202,337 $50,000 $152,337
County Bonds $202,3371 $50,0001 $152,337
The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates.
SALES
Deed Date Book Page Amount Vaclimp Qualified 2010 VALUE SUMMARY
SPECIAL WARRANTY DEED 09/2010 07457 0265 $218,900 Improved Yes
CERTIFICATE OF TITLE 02/2010 07330 1359 $100 Improved No
2010 Tax Bill Amount: $4,392
2010 Certified Taxable Value and Taxes
SPECIAL WARRANTY DEED 02/2006 06133 0672 $410,100 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
SPECIAL WARRANTY DEED 09/2005 05968 1149 $1,041,400 Vacant No
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... i
LOT 0 0 1.000 35,000.00 $35,000 LOT 8 KAYS LANDING PHASE 1 PB 67 PGS 41 - 43
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wali Bid Value Est Cost
New
Building
Sketch
1 SINGLE FAMILY 2005 16 1,571 4,162 3,337 CB/STUCCO FINISH $167,337 $172,512Sket
Appendage i Sgft OPEN PORCH FINISHED/ 330
Appendage / Sgft OPEN PORCH FINISHED/ 69
Appendage / Sgft GARAGE FINISHED / 426
Appendage /Sgft BASE/368
Appendage / Sgft UPPER STORY FINISHED / 1398
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base
Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes.
ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.orglweblre—web.seminole—counV_title?PARCEL=34193051900000080... 4/27/2011
C1 C 7 < Cztel> County Building Department
Gentlemen:
I herein authorize 1,1 1 C' /v t ^
Name of bearer of this letter)
to print my name and sign his/her own name for a coi
for Electrical on the property described as
y-'
Z S ,'r
DATE
permit from your Department
SG l
Property Holder's Name: fy) < <
p
Gv- G c S
Location Address:
Mailing Address: 2V P 6%n c s / ,
Under my Florida Construction Industry Licensing B
Champagne Pools of Central Florida, Inc.
Signed
State of Florida
County of SEMINOLE
Registration number - EC 0002249
Rex A. Roach
Certified Contractor
Sample Signature of bearer must be
Prior to presentation for permit.)
The foregoing instrument was acknowledge before me this S,.
by
W1
who is personally known to me.
Notary name typed or printed O`
e9
INDIiIA GONZALEZ•ROSAS
Notary Public, State of Florida
My comm. expires March 30, 2012
No. DD763598
Banded thru Ashton Agency, Inc. (t?00)451-4854
1•.'a 8R1.'IIIeL 6t]iP ^6i ^'YS
PERryyMIT # - 3
CorpoOffice
Champagne Pools of Central Florida, Inc.
5497 Benchmark Lane, Suite #101
Sanford, Florida 32773 (407) 330-5049
South Daytona, Florida (386) 763-2400
NAME: I 1 I l 11-L ,- .
JOB ADDRESS: Z2 1
MAILING ADDRESS:
TELEPHONE:
LEGAL: Subdivision
T
POOL SHAPE:a
THE GENERAL
An aquatech Builder
License Numbers
CPC 032557
CPC 057135
i
v (He termed "Owner')
I 1 CITY STATE ZIP j
L%, ` CITY t ST TE -• ZIP1 s
qc%oIce)
ILot #
POOL SIZE: length width _L2L_ Area sq fto_6 13 Water depth 3 ' to5 r
CONDITIONS AND WARRANTIES ON THE REVERSE SIDE ARE PART OF THIS AGREEMENT.
CONSTRUCTION SPECIFICATIONS
1. PLANS:
Champagne Pools to supply pool
blueprint and engineering plans. . . . Inc.
2. BUILDING PERMIT:
CP to act as Owners agent to
obtain building permit only Inc.
3: SITE PREPARATION:
a. Access fence removed by Owner CP
b. Access fence replaced by Owner CP
SNot Applicable
L (
c. Trees in access and pool site
areas to be cut down so that
stumps will not exceed 3' in
height . . . . . . . . . . . . . By Owner
d. CP to uproot 3' high x 18" dia.-
min. stumps at time of excavation
in access and pool area only.
of stumps Yes No x
e. StumpsPpu6tay. ,Yqs No
f. Concrete cut anfl hauled. . . YYees No
g. Sprinkler cut off by Owner CP
4 h. Sprinkler re-routed . . . . By Owner _
9. EXCAVATION:
CP to excavate pool and remove
dirt on day of excavation only. Inc.
a. Additional fill dirt if required
is not included in contract . . By Owner
b. CP to include sufficient grading
for preparation of site. Inc.
c. CP IS NOT RESPONSIBLE FOR ACCESS
INTO YARD, RE-RbUTING SPRINKLERS,
REDOING LANDSCAPING, RESODDING
OR TRANSPLANTING OF PLANTS. By Owner
5. Engineered Steel Reinforcing
complies with ASTM # A615 . . . . . . Inc.
6. Electrical Bonding of shell and
equipment . . . . . . . . . . . . . . Inc.
7. Pneumatically applied concrete shell
commonly referred to as Gunite or
Shotcrete) . . . . . . . . . . . . . . Inc.
a. OWNER TO WATER CURE GUNITE SHELL
FOR 10 DAYS . . . . . . . . . . By Owner
Temporary construction fence . . . . . Inc.
9. Three (3) steps in shallow end . . . . 'Inc.
10. Love Seat: t. t Inc.
11. Extended B ch:Kh -
12. Raised Beam with standard tile _r•'
13. TILE: CP Standard swimming pool tile
a. One row 6" x 6" only at water line
Name: YesK No
b. Special order and/or larger size
not bid on this contract. . . . Not Inc.
c. Decorative Tile Diamonds:
Color Yesx, No
14. INTERIOR FINISH: CP to hand trowel a
hard ater roof Plast i ish.
Type Color: Inc.
a. OWNER IS RESPONSIBLE FOR FILLING
POOL WITH WATER AND BRUSHING DOWN
POOL TWICE A DAY FOR TWO WEEKS
AFTER IT IS FILLED. . . . . . . .By Owner
15. Safety Line Cups, Rope and Floats Inc.
16. Public liability, negligent property
damage and workmen's compensation
insurance, during construction . . . Inc.
17. No additional cost to customer for rain
damage to pool during construction Inc.
18. Deluxe cleaning equipment and water
test kit . . . . . . . . .. . . . . . . Inc.
19. Start-up w/ "pool school" instruction Inc.
1. CP's Deluxe Energy-saving F'lt ation Plant
a. Extra large capaci sq ft. icartridgefilter
b. UL approved extr quiet, energy
saver pump H engineered for
maximum perfo nce wit^ h minimum
electrical use.
Both on a pre -formed support pad Inc.
2. One a% Skimmer, large capacity and
self-adjusting w/double main drains and )
3 returns (no reg•:'returns w/Caretaker) Inc.
3. 2" Schedule 40 PVC pipe, skimmers
and drains valved separately . . . . . Inc.
4. Automatic Chlorinator. . . . . . . . . Inc.
5. Easy set Time clock. . . . . . . . . . Inc.
11111 M1111 I rqw.
1. Spa - sq.ft. with Jets. .
2. Standard Light . . . . . . .
3. Standard Air Blower. . . . . .
4. Spillway
5. Heater - t P / NAT size -
6. Other
1. Electric Hook-up for all equipment
listed on this agreement Inc.
2. ENLARGING OR CHANGING EXSISTING
ELECTRICAL PANEL BOX OR RELOCATION j
OF OVERHEAD WIRES, IF REQ. BY LOCAL
CODE. By Owner
3. Add. Electrical Hook-up for lights,
fans, etc . . . . . . . . . . . . . By Owner
4. Natural Gas Plumbing . . . . . . . By Owner
5. Propane Tank leasing, renting,
buying, set-up and burying are the
responsibility of owner . . . . . By Owner
1. Water Purification - type p
2. Pool light - type LEN
3. Automation Controls -
4. Automatic Cleaner - VQ C D - 6,Yfli
5. Water Features -
7.
8.
HEATINGi EQUIPMENT
1. Heater - type LP / NAT / HP
CIRCLE ON
size
2. Solar, Panels et & forget valve _
DlEdKIOG(-
1. Acryli} Decking UCIC Cf
color-,t' I
2. Coping Type
3. Acrylic Banding - color
4. Steps
5. Raised Walls
6. Turn downs /-
7. Retaining Walls
8.
SCREEN
1. Type - Dome Gable Mansard
2. Two (2) Doors, gutters where ired
3. Color - White / Bronze
4. Elite Roof
5. Fan Beam
ADDITIONAL, SPECIFICATIONS WARNING DANGER WARNING
1. DO NOT DIVE INTO THIS POOL.
2. DO NOT INSTALL A SLIDE ON THIS POOL.
3. DO NOT INSTALL A DIVING BOARD OR DIVING
ROCK ON THIS POOL.
Whether financed through other sources 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 addendums must be accompanied with full
payment.
OFFER AND AGREEMENT: This Contract shall be deemed as an offer to Champagne Pools 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. Acceptance
of the terms 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 execution 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 OF 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 herein. The Owner understands that embellishments on the drawing such as
umbrella tables, lawn chairs and plants are not part of the pool contract. Owner should receive a copy of the drawing.
No additional work shallCbe dbne wii h`b prior written authorization 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 IN THESE LIMITATIONS. 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 HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES
You, the Owner, may cancel this transaction at any time prior to midnight of the third business day after the date of this
transaction. See attached Notice of Cancellation form for an explanation of this right.
DATE: DAY OF 20-L
Salesperson t Own V
Accepted by Champagne Pools of Central Florida, Inc.
Authorized agent,
Owner:
THIS CONTRACT IS NOT AN ESTIMATE
X---------------------------------------- ----•----
NOTICE OF CANCELLATION
DATE:
You may cancel this transaction, without any penalty or obligation, within three business days from the above date.
If you cancel, any property traded In, any payment made by you under contract or sale, and any negotiable instrument executed by you will be returned
within 10 business days following receipt by the Seller of your cancellation notice, and any security Interest arising out of the transaction will be
cancelled.
If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you
under this contract or sale: or you may, if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's
expense and risk.
If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may
retain or dispose of the goods without any further obligation. If you fall to make the goods available to the seller or if you agree to return the goods to
the seller and fall to do so, then you remain liable for performance of all obligations under the contract.
To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice, or send a telegram to
Chamaapne Pools of Central Florida Inc. 5497 Benchmark Lane, Suite # 101 Sanford, Florida 32773.
NO LATER THAN MIDNIGHT ON I HEREBY CANCEL THIS TRANSACTION
DATE: OWNER'S SIGNATURE TO CANCEL:
Only sign if you are canceling this transaction) `
A. Deposit ......... upon signing of this contract TOTAL CONTRACT PRICE $IB. 40% ............
C. 40% ............
day of setting of the steel frame
day of shooting of the gunite shell DEPOSIT $ va-,(5 `5b
HtLb
U(M L-
D. 20% ............ day of deck installation
BALANCE $ 1 on
SIT
E. $500.00 .........upori start-up of pool
OFFER AND AGREEMENT: This Contract shall be deemed as an offer to Champagne Pools 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. Acceptance
of the terms 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 execution 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 OF 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 herein. The Owner understands that embellishments on the drawing such as
umbrella tables, lawn chairs and plants are not part of the pool contract. Owner should receive a copy of the drawing.
No additional work shallCbe dbne wii h`b prior written authorization 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 IN THESE LIMITATIONS. 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 HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES
You, the Owner, may cancel this transaction at any time prior to midnight of the third business day after the date of this
transaction. See attached Notice of Cancellation form for an explanation of this right.
DATE: DAY OF 20-L
Salesperson t Own V
Accepted by Champagne Pools of Central Florida, Inc.
Authorized agent,
Owner:
THIS CONTRACT IS NOT AN ESTIMATE
X---------------------------------------- ----•----
NOTICE OF CANCELLATION
DATE:
You may cancel this transaction, without any penalty or obligation, within three business days from the above date.
If you cancel, any property traded In, any payment made by you under contract or sale, and any negotiable instrument executed by you will be returned
within 10 business days following receipt by the Seller of your cancellation notice, and any security Interest arising out of the transaction will be
cancelled.
If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you
under this contract or sale: or you may, if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's
expense and risk.
If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may
retain or dispose of the goods without any further obligation. If you fall to make the goods available to the seller or if you agree to return the goods to
the seller and fall to do so, then you remain liable for performance of all obligations under the contract.
To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice, or send a telegram to
Chamaapne Pools of Central Florida Inc. 5497 Benchmark Lane, Suite # 101 Sanford, Florida 32773.
NO LATER THAN MIDNIGHT ON I HEREBY CANCEL THIS TRANSACTION
DATE: OWNER'S SIGNATURE TO CANCEL:
Only sign if you are canceling this transaction) `
PERMIT ## OFFICE
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lfll : ili)I.,u1 l,:)Zarll lhal ,'I nlld (nlsc Cfl'1115 hef ;l ilt::l :Itlill Y. fleaM III:IIr-IJillI' r!'t'.'r ! I •• rl::::!2":' .!!:il !! i !,nnlcli I-,!I••;r!:!'.; I!rdenUal h.l•r nti : ..
CAUIT ION
L';II'n}, it I)(I I,I()ta;(il(t.l:i Ills( 1' -III 01 -call CiIUSr: i!!!nr)Iof !IIU;IrJI itlC l)l: C:;[,1171 !It)Illj flil(I!AI' l)i'1)l)(:II' iiillliit!•i: i ,ulti ! i!nnre(I lucscnls;l Ir lcnlial Irv,ull II rnn !Isu nlali:: uin unters ,t v,al_ I,I :ICti(nI•: Illat iu-c unl)letli:aul'!le :Incl unsnl'(• . i I (v`'U:I I( 'V lahi-1 indicalc, sI_c.rll in:•tructirnr' Ilrll aie ilnppnanl I,ut-nUt Iclaied I,_! h_!;•_:trLIS -- --- -
NV A.RL°1ING - l:eacl lacl fo.tlor ll II1tit1'Lialolls in this
owner's m,uual }zad c.>,o tiac tlzlipl,tczat. Failure ___ c o foilo
instructions Ca 13 cause Severe injury .an(i/or deal:u.
IMP«I.ri,.IN''- 0S."'1 "ETY INt r'
R J rri"N '
x .•'
4 1J ARD-
L Hanr(!,
r l i
a k, C, nt
h lkc ctn rrap-ne
EF)trapment. ':1E!:r b-cc-nmi—
b Ent I-:, I) M C I I t- A I i I -I -3ljc.",C:j
N! !1
R(AY Sildioll EFltI*.,!I"lI)mIjt-
zIr-f c of 0-1c
Lit) it. Discill Ill ell C. i I I; I HIC
N; cauf-J-11 Ili "n open. 'u..", I I
TO T , Cdllcc. I'J'Sk of i nirrtpmcni. r 1.8z"I rd S:
1111111-0 r!j ly.(
IIILIS[
01,
SLIGI.Ior, (111,(:I* to ,sI lcti(Al I
to
L JI eC I: );3
1011 oudus are N) bc. I(JL.aiaVIMI. if SLIC[
i
L _IPL1I_1, thc SIM11 be Itc-icaicAplallesI.C., !;jlc; On tllc bottoln, 111d 011c, ij)'l [Ile wall,
JCili
kvo sepal 11c vc l (lc;ll walls.) lit (va In
0Y CAW; oil cach (A
Iml slic.11oll f'tt*
IIS( -11'.
I 111EP Shall be placer) III Such 10c"IfInn'; :111d distancc-s (Cl ilVWCI "'ILIN] bl()Ck?ig(:-.- by
Iicti(ill fffliq's shall ll()t J)'!
Mil"61111.1111 S3;.,,
011 FxW1144 ill-' 8, (WO11 tllc backrest Jbi-SLICII
Ill-[ UxC.-cd the Ij.)w I-ating ()I "Illy I- I St('Cl (I)cr A,',Nd F:WNS I7
KCCI) SLIC11011 mltj([ co lj- -,1W_IiCJH 01.11.1cl. Cover installe(j.
I:, Ic.aves, chri, hair, paper and ()[11cl.
11.
11,11ocil or SIM %LKAI'DII 0WICI c(mlpollcilt If,
in Cl_aGICCCI, IIIISS11111,
Prior lg CCICI'l use ()f*tl-lc swill-lilling pol"I,;pa, Rild "cIALICe (Jarnal.,,,cd, 1. 1101 Securely d1tFI(;hCd SLIC;t'l(.)Il ()Iltl(.'L uornponcjlj.`; Irrinicdiatelv. kernove prcssurc wst 1))Llgl, ijr)d/ol- pjjjf 5; IISC(l
1, in .Vliltcrlzal Ion of tile pool/spa from the SLIC[
i
or 11101C
outlets per pufllp should 1)c :111s(,I11c:c1 In ;IccoldwAancc: ill -I latest PSP St2111(1:11.dmidCPS(: g.l.liddilics. Follov., all
1) p
10-11 df'.,-aVdiloble IfICILICIfflo
pipe SYSICIli. it Qra
o[Wel I-01111-juncills havicCt;i`(Irshould be I]-]SPC:CLCd Ireciticnily anciif.plIned Fit In' if
C
M.'.i I 10'A' m
rrTj-, H AYWA, -1.3 D
OT
T
jUCOADUPMED 81
41 W11 I A 10A 111111 Sj;Q jqp
C 0 NITS 1 N D EU)
1 FLOW u PIT wo
j -v
COVEA
7
P,
9U
4i6i
Chart I
O1111!1 niv I m I H Irlor (Vily a L 12 5 G Pj
i i C I W1 1.11'401
I )! VVa
III Hw "Alt OF" bNAK Ow 5;UC,1i'Dl1 (AftbAs ,;c-1 %;ijig, L11,1[ Clll In1mvr"hig cripabn of Ac niH Me P11-111!(1-.1 " HE sPcGi fic Sucl ion System.
1 " ' 11(: -':y:;icntSIM wu m ni 1.
am -C.1 , e(IC:r)v(-,r:i arc individually rati,.c] and125CHqy. Ar a desired Holy We though the pump 6f 100 OphlPiPssizefroniMe (hart 1 1 SAW at 3" A t to clesired W of WO GpM (me Cover mulcl be partially Woolxrr111t' 111(, Other,'111(:6011 OUIlCr flow \v()UW bb bdwv the: niad 125 GPM of the "Floor" mounted suction oudel cov,:iSh" " am " 0" no -09 in 110;_111,11 OPCK-llion, and 'h` velocity in Me himmoucumg phWY3AW4thesamePiPcsizeisrequiraJ "I IS haercomicuing piping..
In Ihc Sysimn shown in D'ag"))I 1 W 0 ) Only", stw11on (111110 cov.f.:r' ratc-dat and illjv. 1- 1'1001" ;,uCl1011 01.11)t -I cov(:r. rased ;It ?I UN
and mourilud. I Ur a dc!;ircd flov'. rate [hrou""ll 111- pmnp of 50 (WIND a rldnimuln pipe: ske hmn the Cj," I k ed at 27 Atok (j. could I,(:Iwally Wo 111C CleS"-C(l A(Jk`V 01'50 CINA CiLllt:l
111(1:1111cd suction ol'itlet cc)
all(' I")('.
ollic" su"KnI WE How wonlcl be below the rated 72 GPNI orve wallvel- Ni limited bY envap§ng ATe in diml SWIN systems.
MhAmuni dAnce 3 fut (Aldt?15; ()II
Pte Centledirlps)(Elmation Or Plan Vim)
Tok-d sysicm mtc;!
125 GPM
will, . . . . . . . . . . .
sivin
ZOVA: raWd
P i!
Diagram I - ------- j Diagonn 2
I
Jtilt JJ
a
3 v;
C) 3 Pi'Ovided With k-"*(--' 1 (AI % , j 11
I'! I itr 1- atid 'bc
10.4 8 R
0!
lircr.
1!:q 21;
r,;c'•!;r.r ;:
ice
h :
b'( i V!v PPQ.
fo v"ItIl III(! top si.lrface ('lull)
trl IIIc: poui surfacc. An Adiustable Collar
ublamill.) the
I I C o I I
J C 41G, C: z
1 -1' 61 L--_._ 1 k.V.'* SCX(:%Y; fV1 ( 'S [Ile (,OVej* t(:,
ihv. -m!c:t1(M OLHIC-1YWA 1) Dj,j'L"1 j A
f" N/I I N I DART:, INC:f., RI -:w
N A!
V B
MIROSTATIC
U VA L Vt.
tl Fh, hydr-stalic1;
lipl:f! P1-e%zs1j1-e c-ausc6d hl. -
it
J C 41G, C: z
1 -1' 61 L--_._ 1 k.V.'* SCX(:%Y; fV1 ( 'S [Ile (,OVej* t(:,
ihv. -m!c:t1(M OLHIC-1YWA 1) Dj,j'L"1 j A
f" N/I I N I DART:, INC:f., RI -:w
N A!
V B
MIROSTATIC
U VA L Vt.
tl Fh, hydr-stalic1;
lipl:f! P1-e%zs1j1-e c-ausc6d hl. -
1
1t
Vi r 1! '0A VPA K , \V( (I i rA 1; 0
m
1 ITEM SPARE PART 1 DESCRIPTION QTY
7—
QTY
SCIREINSET
SCFfl:_:v1j SET
COVE. R, S U C T 1
UTLE T
INGX, 10418E OUTLET 1,0
2 UTLET
VIJG1048F-W OUTLET
slic
1/2
i 0486
3Px
GASKET I
PIPE PLUG
12 IN P LA':_'-T-1 C,
IN PLASTIC PIPELspxlo5,zi
1 _)P!
1U
7 i
Pw"
PX1 0 92- 1 riCREW
vVG I V1.1 kj.: 1!1(;10-49A
SPARE S(_R 1.7 vt/ !;cK FIAI: Fc)11_ S[J*-..j jj
Sl"AlCL COVER fidCL.I 1CiL S SCRJEIWS FOR AJA,
VARMT) ONS 017 StjrvjpS, WITI I OR MTHOUT)ME"J'Al.
ITEM SPARE PART DESCRIPTION QTY
11%/G X1 0 0 Z 1 A SCFfl:_:v1j SET
DOVER. SUCTIO1\1
INGX, 10418E OUTLET 1,0
COVER, SUCTION
2 VIJG1048F-W OUTLET
1/2
3PxSI - 'X 1 U,) W!' IZI PIPE PLUG
IN PLASTIC PIPELspxlo5,zi PLUG 1U
NOTR.S:
V'(; W5]A VP: -1K2 i WG I y -) I
1051 A VIlik K,21 S`CRI-AVS FOR 'i\U,:ml
A 1, 1 N: I 053A\i'',,KIW WG 1 0j5d1\'.:'j K.- r?.2SER. rS JNST-A1A_!:D ADD (,M) -I'n F.x) (,ij:
51
S1. -11fll 'AA
Karma R ur;
0
i
fl,
wc; 10' 0A\1PAJ1%
IN Y I
FT r: I., C) p. I'l r, r
T!,JSY-RTS. IF St NMI) I JA S iv, 'E-77% 1_
TA! U'D ADD (M)TO Jim) oi: Iql f
11 HOUTIVI-FT'AL 11, if -.R m. WI I I Olt YV ' . c
ITEM
SPARE PART DESCRJPTIO q I QTY
R S
A I/VG X 1 LOI"OZlA
1COVER, SUCTI();--tj
f "o. OffJTLET
WGY,-1 04 8E_ OUTLET 1.0 1
2 WG 0 E %ftl OUTLET
WG'1048E\Al OUTLET I.0
A"G X' i 1--OLLAR rl
4 SPX 10'5 7 i PIPE PLUG 0
Ij t'
PLUG
IN Y I
FT r: I., C) p. I'l r, r
T!,JSY-RTS. IF St NMI) I JA S iv, 'E-77% 1_
TA! U'D ADD (M)TO Jim) oi: Iql f
11 HOUTIVI-FT'AL 11, if -.R m. WI I I Olt YV ' . c
ITEM I SPARE PART DESCRIPTION_ QTY 1
SCREW SET W,
A I/VG X 1 LOI"OZlA ROUND)
COVER SUCTION
WGY,-1 04 8E_ OUTLET 1.0 1
COVER, SUCTION
WG'1048E\Al OUTLET I.0
VVGX'I 058C ROUND FRAME 1.0
1 "
1'.." 1 " I c' 1 f-*. v ll-'ws FOR
WITHOUT tvIETAL 11vSt,1Z rS. IF SUMP HAS
INS I'A Dl') (M) 1-0
ZSCkEWil FOR T-'KAfvI±,. \VI'l 1-1 QI,'
N"IT! IOUTOdETAL li\],cSER-I"S.
1- E O1'1f.:1:: 0"), P:^, G T7 R F' 11: 1 1 R I C -A TED (:_)l J T Ll: TcI...
H AWJA IR D
SAVT THE SE INSTRIXTIONS FOR
I q * U T I i1, 1, E' I ZEF E R I _t P4 C E .
J.T A T "A A 12 T) A N'T)
1 "s
UMCM site, Mabel 15 2
5 'Pu "AlAvKh" 2: 2 PIKU 1ro L;
or 7;cTnj deyqq- e QMM WWWQ l: all B: QW% of 5=51 mylgOWT
1 1 , ,. ._ ' r,i .. ., '.i:^.: 1;. i^ii.r ', i,F:r!• .. .' .
it ..: ::
7 .... ... , .,.. ,...
7i •_,.. ., .:L.i:) ji! :... , i
or
va I J
rl 'I
T, 1: T-":! fool !W"an owns I ichan Sysicirin loin
a pya non do dic of prdn:
h..."va-d Shall III qig I For r:!i-;.-:-i':;
or --ny 6!!;•r %i:,*.
cr-1111il ii In" ond It:[ if!';
i he Hayward PON Pwiducis warmmy Acs Iml appy to cm,on,,l, ntanufac!tlrcrl byproducv;, [ill: war ran; v ':!iallkhvdl by ill,.
For such
lorl"all L!"plk:o
ui,r),
itbovi.- lirnita(irin of may not -1pp!y lo yOil.
yn hal 69141 Mou nny a ho c nou 6go, " hit h ,, n,, uwf* WC k;II
PERMIT # ri-- (3111 OFFICE
r r ' •:
lam' •S 'jX
y r.6" v
aa vnixs.r.+gc:;'''»'eJnC.gral°''^"r . ' , .. •?:itwa§. .ua}r:.,. .,..,,. j"•":''f jlj''1.3 Af:\ e j L
370 Wayrnonl Court • Lake Mary, FL 32746 • Voice 407.688.7631 • Fax 407.688.7691
Lot 8. KAY'S LANDING PHASE 1, according to the plat theieof, as
recorded in Plat Book 67, Page(s) 41 through 43, of the Public Records
of Seminole County, FL.
Community number: 120294 Panel: 0070
Suffix: F F.I.R.M. Date: 912812007 Flood Zone: X
Date offield work: 9123/2010 Completion Date: 912312010
Certified to:
Miguel Garces; Krista Garces: First International Title, Inc.; First
r ho >r •rr ..r 1, ar.ne s ie rrvrx t - _ I td t' I
Weir
ayrA31r1oe
American Title Insurance Company; Urban Trust Bank, tits' successors 1 a,,,,,,,
and/or assigns.IR I4 .1
iMe
MM SMI PS SECOND SUBDIVISION
P.B. 1 , Pg. 101
N.00'00'57 -W. 93.38'(P)
30'DE N.00'01'49'W. 93.40'(M)
28'OFF 6 PARE FENCE 3.5'OFF
FIR 1/2" S•
900rot8 M) FIR 1/2'
W.M. Water Meter N.T.S.
5.00'0'57'E
94.066'(P)
5 1r'
Telephone Facilities O.R. Official Records
C.L.F. Chain Link Fence Covered Area
CV
Official Records Book
F. N. Found Nail B.R. Bearing Reference
LOT 7
Permanent Control Point
CONC Concrete
r
s
P.R.M. Permanent Reference Monument
M
C
RAD
TWO STORYV
Page
RESIDENCE
Clear
01
Air Conditioning PVMT. Pavement
ENCR Encroachment B.M.
FIR 1/2•
1'
25.00 (
0.lobeVe a •!
25. fo'00
S.69:74 Z6 E 15, L
FD N&D ARB FD X CUT
PC) FO NkD \ ' . 0.1 IN WALK
25.00'(P)
PORCHESTER DRIVE
FD NAcD S49 2.21'2511%1
50) R/W (IMPROVED) LB 5610
24ASOHAL7
wJ
FD NAIL
PT)
LEGEND
a
r
4-
rTM °
rr
LOCATION SKETCH
Not to Scale
EASEMENT FIR 1/2-
NZ .b t
A W aLit
W TRACT H
CONSERVATION
FIR 1 2 tr AREA
T 8
0
Wood Fence W.M. Water Meter N.T.S.
o
b •^ _T
5 1r' LOT 9
Telephone Facilities
SCALE.' 1 "= 40'
PER HUT
CURVE TABLE
NO. RADIUS DELTA ARC TANCENT CHORD CHORD BEARING
1 P T25 -DO' 20'3954' 45.08' 22.79' 44.84' N.30'51'19'E.
1 M 125.00' 2039'38• 45.07' 2278' 44.83' N.30483o'E.
2 M) 100.00' 2031'13'35.113' 18.10' 35.62' N.10'05'34'E
M 100.00' 4121'53' 7220' 37.75' 70.64• N.6151'S0'E.
CITY OF SANFORD - 8111L91 0 P!.M REVIEW
PLANNING AN. DEVEI.0PMF(4 B E'uiCES Property Address:
APPROVED r 229 Porchesi& Drive
DATE ' f ?' l i Sanford. FL 32771
O- Wood Fence W.M. Water Meter N.T.S. Not to Scale
O- Wire Fence TEL. Telephone Facilities O.R. Official Records
C.L.F. Chain Link Fence Covered Area O.R.B. Official Records Book
F. N. Found Nail B.R. Bearing Reference P.C.P. Permanent Control Point
CONC Concrete CH Chord P.R.M. Permanent Reference Monument
M Field Measured RAD Radial PG. Page
CL Clear A/C Air Conditioning PVMT. Pavement
ENCR Encroachment B.M. Bench Mark E.O.P. Edge of Pavement
Centerline C. Calculated R. B. Plat Book
O Concrete ZZZZ Block Wall P.O.B. Point of Beginning
I' Properly Line n, Central Angle/Della P.O.C. Point of Commencement
C.M. Concrete Monument D.B. Deed Book P.O.L. Point on Line
F.I,R. Found Iron Rod D. Description or Deed P. C. Point of Curvature
F. P. Found Iron Pipe D.H. Drill Hole P.R.C. Point of Reverse Curvature
AM Right of Way DM Driveway P.T. Point of Tangency
NSD Nail 8 Disk ESMT Easement R. Radius (Radial)
D.E. Drainage Easement EL Elevation R.O.E. Roof Overhang Easement
U.E. Utility Easement F.F. Finished Floor S.I.R. Set Iron Rod & Cap
FD. Found F.C.M. Found Concrete Monument S/W Sidewalk
P Plat F.P.K. Found Parker -Katon Nail T.O.B. Top of Bank
O.H.U. Overhead Utilities L Length TYP. , Typical
P.P. Power Pole L.B. Licensed Business W.C. Witness Corner
TX Translormer L.A.E. Limited Access Easement 10.05 Existing Elevation
CAN Cable Riser l^ Line Break Not to Scale E.O.W. Edge of Water
CR r.hnrri RAarinn AA H AAanhnla or, r o.a.., ,.r r.......... .,.+ r.......
Survey number: SL 112752
GENERAL NOTES
1. Legal description provided by others. 12. FLOOD ZONE DETERMINATIONS
2. The lands shown hereon were not ARE PROVIDED AS A COURTESY
abstracted foreasements orotherrecorded ONLY, AND ARE DERIVED FROM
encumbrances not shown on the plat. THE BEST SOURCES AVAILABLE TO
3. Underground portions of footings, THE SURVEYOR. THIS INFORMATION
foundations or other improvements were SHOULD NOT BE RELIED UPON FOR
not located. FLOOD INSURANCE PURPOSES, AND
4. Wall ties are to the face of the wall. MAY DIFFER FROM INFORMATION
5. Only visible encroachments located. PROVIDED BY OTHERS.
6. No Identification found on property comers 13. Septic tank and/or drainfield locations are
unless noted. approximate d MUS be verified by
7. Dimensions shown are plat and measured appropriate till I all
unless otherwise noted. 14. Be' g sis n er plat unless
8. Elevations if shown are based u of a 's sho
N.G.V.D.1929 unless otherwise note . 15. rve I for r re c ly unless signed
9. Adjoining lots are within the sam block, nd s ed by FI 6 Registered Land
unless otherwise noted. urve r.
10. This is a BOUNDARY SURVunles 16. All lin are I r di unless otherwise
otherwise noted. noted.
11. Not valid unless sealed with t e signin 17 Race it icati d as of Indicate an
surveyors embossed seal. upda
I hereby certify that this survey is a true and co t rapre nlatl n as my red under my direction.
L.B. 7132
1061albLIM161
omni IFI Amn KPISTA GARCFS
SANFORD 32771 Permit Orrice: Ul I T bANruKU
407-702-4936 (407) 328-4076 (321) 948-5257
KAYS LANDING PH 1 Entry Code: F11809
C>1-.0 %yef0 w C.& 77y
AGbESS THRU SEMINOLE COUNTY EASEMENT -
REAR OF PROPERTY - H.O. WILL HAVE MARKED
12.5 X 24
Tree Removal ?
POOL perimeter
Owner
Stomp Removal ?
Fountain perimeter
Owner
Plant Removal ?
Total Lft 6
Owner
Concrete Removal ? Sqft
Pool Gallons 7,770
Owner
Saw Cut ?,
4
Lft
4' apart
Owner
Owner
White
DECK DRAINS_ W -•- - -•-•- - - - -
Returns 5 White IN FLOOR
Sprinkler,System Capped Off ?
100 FT
EXISTING COVERED LANAI
Owner
Sprinkler -System Reinstalled ?
Dnni r:rni it (nlnr WhitA
O
Owner
Sod Removal ? Owner
BARRIER FENCE? No Lft
ALUMINUM POST COLOR ?
r
t MESH COLOR ?
ALARM SYSTEM ? H.O. # H.O.
Home owner must be present for final Co. inspection
Window -Glaze ? #
PUMP TYPE Jandy 314
SPECIFICATIONS
FEATURE PUMP? (
POOL SIZE 12.5 X 24
POOL DEPTH 3 X 5
POOL perimeter 69 area 259
SPA perimeter area
Fountain perimeter area
TOTALS perimeter 69 area 259
Swim Outs # 1 Total Lft 6
Steps Lft 21 SunShelf Sqft N/A
Jandy CS100
Pool Gallons 7,770
PUMP TYPE Jandy 314 H.P.
FEATURE PUMP? ( H.P.
FEATURE PUMP? ( H.P.
FEATURE PUMP? ( H.P.
FEATURE PUMP? ( H.P.
Filter Type ( )
NSHI 641
POOL W/DECK
Filter Type { 1 ) Jandy CS100
Automation Std. Timer Only
c
Main Drains White 4' apart
Skimmer 2 White
DECK DRAINS_ W -•- - -•-•- - - - -
Returns 5 White IN FLOOR
Pool Light Color (1 ) 100 FT
EXISTING COVERED LANAI
Pool Light White LED COLOR LIGHT
Dnni r:rni it (nlnr WhitA
O
Install Cut Ins For Rope & Float Hooks
Spill Over Type
2" Main Drains
Spa Light Color
Spa Light White
Therapy Jets Air Blower
Pre Plumb Jets
Heater Type
Deck Edge Type BULLNOSE BRICk•CO?INO
Concrete Deck THICK PAVERS SO
Existing Lanai NIA Sqft
Coping Lft 63 Planters Sqft
Pavers Thick or Thin Thick 410 Sqft
Existing Patio Thick or Thin NIA Sqft,
Pool & Patio Total Including 410 Sqft
Paver Boarder - This is Included in Sqft Above Lft
Deck Drains Lft
s- .. 0
Raised 0, Beam At 6" Increments Lft
Tile Notes For I.D.
Step Risers At 6" Increments Lft
Riser Info Cantilevered & Tile All Risers
Turn Downs 10" Lft 16" Lft 22" Lft
8" Screen Footer Lft Pilasters
we] M -91111 -Irl
Chemical service for Months
Pool Cleaner Type SUCTION VAC PORT
Chlorinator Type Menu Management Plus
Nature II - Ozinator - Auto Pilot 36
Manual Vacuum, Telescopic Pole, Leaf Net
Brush, Water Test Kit & Start up Chemicals
Hand Rails- Fig 4 No Other
Fountain
Spill over Light
Sconce? ;
Heat Pump Elect Run ft
Solar Panels # ' Size
Set & Forget Controls
Booster Pump by Solar Co.
Water Surface Solar Cover
NS HOMEOWNER RESPONSIBLE FOR ACCESS PERMISSION *ALARMS PER CODE BY HOMEOWNER
AND ASSUMES ALL LIABILITY FOR ACCESS
ACCESS HOMEOWNER TO HAVE ACCESS CLEARED AND MARKED
LEAVE ENOUGH FILL TO GRADE AROUND DECK
TO MATCH EXISTING GRADE
33 ft.
Designed by:
TERISMATHERS
DESIGN CONSULTANT
407) 461-9168
t.
47
HOMEOWNER
MIGUEL AND KRISTA GARCFS
229 PORCHES TER DRIVE
SANFORD, FLORIDA 32771
407) 702-4936
GATE CODE: 11809
Champagne
An aquatech'Builder
Champagne Pools & Spas
40Z) 330-5049
CPCO32557
Scale: 118"=1'0"
COLOR SELECTIONS
Thick Brick Pavers
4X8 BULLNOSE BRICK
COPING
3FT DEEP
6 ft. 24 ft. 0 In.
LED C OR LIGHT ',
ft
N /
Paver style
3 SIZES
Color
AMARETTO
O
RANDOM -T
259/66 5FT DEEP iG
N
WALKWAY
S'
NSHI 641
18 S.F.
Step & Bench NSHI 641
POOL W/DECK
BRICK PAVERS
NOBLE TILE
38
c
BLUE
p 40
DECK DRAINS_ W -•- - -•-•- - - - -
EXISTING COVERED LANAI
O LEAVE AS IS
330/86
Designed by:
TERISMATHERS
DESIGN CONSULTANT
407) 461-9168
t.
47
HOMEOWNER
MIGUEL AND KRISTA GARCFS
229 PORCHES TER DRIVE
SANFORD, FLORIDA 32771
407) 702-4936
GATE CODE: 11809
Champagne
An aquatech'Builder
Champagne Pools & Spas
40Z) 330-5049
CPCO32557
Scale: 118"=1'0"
COLOR SELECTIONS
Thick Brick Pavers
CASTLESCAPE
Paver style
3 SIZES
Color
AMARETTO
Install Pattern
RANDOM -T
Bullnose Coping
AMARETTO
WALKWAY
Tile color
NSHI 641
18 S.F.
Step & Bench NSHI 641
POOL W/DECK
Tile Distributor
NOBLE TILE
38
Interior finish SUNSTONE BLUE
ALL TILE GROUT.IS WHITE
Darker color Grout bleaches out
IMPERVIOUS CALCULATION:
LOT AREA 8487 S.F. 50% = 4243 S.F.)
HOUSE FOOTPRINT 2039 S.F.
DRIVEWAY 650 S.F.
COVERED LANAI 330 S.F.
FRONT PORCH 50 S.F.
WALKWAY 118 S.F.
2) A/C PADS 18 S.F.
3205 S.F.
POOL W/DECK 660S.F.
TOTAL USED 38
2501250 PACKAGE POOL
W/ADDITIONAL DECKING
F
1`
THIS PLAN DOES NOT REPRESENT AN 'AS
E3 BUILT" DRAWING AND THE DIMENSIONS
SHOWN ARE APPROXIMATE.
S
1
ELECTRIC
o®
METER •
7 '
PERMIT # OFFICE
d ,. FloPro Series Pumps Installation and Operation Manual
Page 21
7.3 Performance Curves
PERMIT # OFFICEfir= ,
Jandy FloPro Series Pumps
Max -Rated (FHPM) P d P
Total Dynamic
oun s er
Head
Square Inch
Feet of Water) (
PSI)
35
30
25
20
15
1n
5
0
11
ri M 20 3I0 ,
In 50 6C 7,1 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 7.40 250
Flow Rate, Gallons Per Minute
GPM)
120
10
Ion
90
au
70
60
10
10
30
20
II?
1 r,wrr r r rr,rrn
7
Specifications and Dimensions for Jandy FHPM Pumps
When installing the pump, leave a minimum of 2 ft. of clearance
above the pump for removal of strainer basket.
FHPM Pump Curves
Bolt Holes,
Center to Center
120
110
O 100
W 90
O
W 60
W
LL
Q70
i Q
60
U s0
Q
Z 40
0
J 30
F<-
00 20
F-
10
f,
0
IF
Front Edge of Union,
to Center of Bolt Holes
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 160 190 200 210 220 230 240 250
FLOW GPM
AIME111111k
t
2009 Catalog
MjiSpe6fi6atIofis
Model No. HP Voltage Amps Pipe Size Carton Weight Overall Length 'A'
FHPM .75 0.75 230/115 5.4/10.8 11/2-2" 40.6 25 3/16"
FHPM 1.0 1.00 230/115 7.1/14.2 2-21/2" 41.2 25 3/16"
FHPM 1.5 1.50 230/115 8.0/16 2-21/2" 42.6 251/2"
FHPM 2.0 2.00 I 230/115 11.2/22.4 I 2-21/2" 54.6 27 3/16"
FHPM 2.5 2.50 230 11.5 21/2-3" 48.6 26 3/16"
FHPM 1.0-2-SPD 1.00 230 7.1/2.3 21/2-3" 46.5 26 5/16"
FHPM 1.5-2SPD 1.50 230 8.0/3.0 21/2-3" 48.0 26 9/16"
FHPM 2.0-2SPD 2.00 230 11.2/3.5 21/2-3" 52.9 27 11/16"
When installing the pump, leave a minimum of 2 ft. of clearance
above the pump for removal of strainer basket.
FHPM Pump Curves
Bolt Holes,
Center to Center
120
110
O 100
W 90
O
W 60
W
LL
Q70
i Q
60
U s0
Q
Z 40
0
J 30
F<-
00 20
F-
10
f,
0
IF
Front Edge of Union,
to Center of Bolt Holes
0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 160 190 200 210 220 230 240 250
FLOW GPM
AIME111111k
t
2009 Catalog
I V
I
Page 14
ja-ndy.
Section 10. Head Loss Curves
10.1 Jandy® Cartridge Filter, CS Series
E
Design
Head
Loss
ft head)
4
2
mm--W CS150
1 CS200
CS250
CS100
30 60 90 120
Flow Rate49pm) -- —--------------
3
Design
Pressure
2 Drop
psi)
1
C
rldg', Filters - CS Series Filter
Page S
fiion 2. henerai Informatione
F
WARN I NG --`"`
2.1 Introduction The maximum operating pressure for this filter is 50
This manual contains ifnormation for the proper instal- psi. Never subject the fitter to operating pressure
exceeding 50 psi. OperatinglationIandoperationoftheJandy', CS Cartridge Filters,
Procedures in this manual must be followed
pressures above 50 psi
can cause the lid to be blown off, which can result in
xactiy.
To obtain additional copies of this manual contact us death, serious personal injury, u , orI Property damage.
at 707776.8200 ext. ?37. For address information see
5 list Jandy universal unions to connect each
back cover. component of the water conditioning system for
future senlicing. All Jandy filters come with these
2.2 Description type of fittings.
Cartlic1
e filters do not require sand or diatomaceous
6. When perfonming hydrostatic pressure tests or
when
earth ds the filter medium. Instead they contain a filter testing for externa! leaks of the completed
filtration and plumbing system, cartridge elernent which is easily removed for cleaning ensure that
the maximum pressure the filtrationurrept (cement. system is
subjected to does not exceed the
Dirty water flows into the filter tank and is directed
ntariauurr
rvorlcing pressure of rrny of the components
throughl
the filter cartridge. The debris is collected oni
within the system.
the surfcice Of the c:urtlidgc as the water flows throughit. The water will travel thl'ough the
2.4 Specifications and Dimensions
central filter core
towards the bottom of the filter into the lower manifold. See Table J and Figures 1 and 2.
Clean water is returned to the swimming pool through Table 1. Cartridge Filter Specifications
1111cllltCl4 OLItICt pol•t al lir clankshrt
I ttom. SCS'100^CS15o.: 200•.C;S250: C S
As debris collects in the filter, the pressure will rise and FillerArea (42) 100 150 200 250
water Clow to the pool will diminish. The filter cartridgecleaned
Max. Flow (gpm) 100 125 125 125
must be CD
when the operating pressure of theI
filter I 10 fi-om
Six Hour capacity (gal.) 36,000 45,000 46,000 45.000
Eight Hour Capacitypsitheoperatingpressureofaclean
cartridge (sec Section6 "Cleaning the Filter").
p
e (
gal) 48,000 60,000 60,000 60,000
Normal Start Up Pressure
NOTE A filter removes dirt and other suspended particles
but does not sanitize the pool. Pool
psi) 6-15 6-15 6-15 6-15
Max. working Pressure (psi) 50 50 50 50
water must be
sanitized and chemically balanced for clear water.
Dimension "A" 32 3i8" 32 3l8" 42 112" 42 1/2"
The filtration system should be designed to meet
local health codes. At a minimum, the system should r'-- a
turnover the total volume of water in your pool two tofo+ur limes in a 24 hour Operiod. I
2.3 General Requirementsir
l
I • For best overall performance place the system as
cloy to the pool as possible.
I he !,I Her should be located on a leveliconcrete 1L fI I"•„
I
arab so that the orientation of the valve outlets and
Me pressure gauge are convenient and accessible I/Tirl i
f r thle installation and operation of the unit. I
iT
i. ProtcI t the filter 1•rom the tvcather.
A
I
I f ngfittia chlorinator and/or any other device into
IjIIIhefiratltionplu,nbing circuit, great care must be j +
xercised to ensure that the appliance is installed l i l
1 18 112" i
in accordance with the Manufacturer's Instructions
md any applicable standards that t-rtav exist. I --
I
a
j.
f=igure i—Dimensio+ls, CCs Cartridge Series Fiiier -
OFFICE
1-7 1/ Y
Permit #
Residential Swimming Pool,
Spa and Hot Tub Safety Act
Notice of Requirements
I (We) acknowledge that a new swimming poo , spa or hot tub will be constructed or installed
at Ol c^ ,Q/ SOCIdand hereby affirm.that one of the following
PW -w Print Street Addressy
methods will be used to meet the requirements of Chapter 515, 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
ASwimming Pools, Spas and Hot Tubs);
G
i./ 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 byfinesupto, -$500 and/or up to 60 days in jail as established in Chapter 775,'F.9.,
C TRACTOR'S SIGNATURE & DATE
Michael'_D. Manley
CONTRACTOR'S NAME (PLEASE PRINT)
6- r
O jNER'S SIGNATURE & DATE
ci V- Ge
OWNER'S NAME (PLEASE PRINT)
I
GENERAL NOTES PERMIT # Il-13yq
1. For pool plan, size, deck, and special details, see Contractors 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
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318.
3. All Pool construction shall comply with Florida Building Code Building 2007 and
Florida Building Code Residential 2007, together with 2009 Revisions, ANSI/NSP
National Standard -5 for Residential Inground Swimming Pools, ANSI/NSP National
Standard -3 for Permanently Installed Residential Spas, ANSI/APSP-7 American
National Standard for Suction Entrapment Avoidance In Swimming Pools, Wading
Pools, Spas, Hot Tubs and Catch Basins and the Latest Adapted National Electric
Code (NEC).
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless
otherwise noted.
5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3
bars at 12' on center in each direction, w/ 15' lap joints in walls and floors up
to 6'. Over 6' use #3 bars at 6' on center in each direction in the areas over
6'.
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum
cover shall be 3'. With a Barrier (Steeltex) between Concrete and Earth, the
minimum cover shall be %'.
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to b
bonded to the Pool Reinforcing Steel with 18 AWG Copper Wire. The #8 Copper
Wire to be run internally and externally with the NEC approved PVC Light Conduit
form the Light Niche to the Junction Box. Completion of the pool grounding to th
Electrical Panel Ground to be by Electrician.
7. Boni all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not
separated by a permanent barrier, if within 5'-0' Horizontally from Water and
12'-0' Vertically of Maximum Water Level.
8. Equipotential Bonding to be accomplished in accordance with Article 680 of the
Latest Adapted National Electrical Code (NEC).
9. 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 its entirety and the area shall be backfilled with
acceptable material and properly compacted. Where unsuitable Material cannot be
removed, the pool must be redesigned.
10. The Contractor must protect Existing Structures from failure by acceptable methods
R required. The Engineer accepts no responsibility for the safety of Existing
Structures.
11. The Design Engineer assumes no responsibility for pool construction in Easements or
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and
all dimesions shown prior to construction.
12. Contractor shall determine the location of all Utilities in relation to the Pool and its
Equipment and ensure minimum clearances in accordance with , Local Regulations
and Ordinances.
13. Contractor shall provide adequate Temporary Fencing around the construction area
to prevent unauthorized entry into the Pool Area.
14. If a water supply is provided, a minimum 3' Atmospheric Break will be provided.
15. All Structural, Filtration and Electrical details outlined in these drawings also relate
to Spa Construction.
16. 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
settings and to allow restarting without relighting the Pilot Light.
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.
1 MAIN DRAIN UNE
6' WATER ( COPING WATEER -,
r
I
w ,
r,
2 SKIMMER UNE
S.S. LADDER POOL
E
DECK
WLEIEL
3 WASTE UNE
is ,,, OF ANSI/ASME
W LIGHT
112.19.8 r ' ` :"` '
JOINTS
SUP RESISTANT WEDGE REQUIRED
POOL STEPS: _•' `'" :"`• "~
D
RISERS: 12' MAX. DUAL SUCTION OUTLET AND APPROVED GRATE
3 4 RETURN LINE
AS REQUIRED FOR
CENTER UNE OR APPROVED CHANNEL DRAIN SOILS 3' MIN. TO 6' MAX STURDY INSTALLATION
POOL SECTION SET INTO CENTER OF STEEL GRID AT THE (NO VOIDS)
POOLS DEEPEST POINT
LONGfNDINAL)
CONCRETE
BETWEEN TREAD
AND POOL WALL RUBBER CO
BARE, SOLD, COPPER
SHELL
5 INGPRESSURECLEAN
DECK (OPTIONAL) W/ SUP RESISTANT
REINFORCINUCTOR
G
C
TYPICAL LADDER DETAIL
UNE (OPTIONAL)
A HAIR do LINT STRAINER
5 B
B RECIRCULATION PUMP
4 C FILTER
A D IN–UNE CHLORINATOR
I
FILTER SYSTEM
OPTIONAL)
E HEATER (OPTIONAL)
LENGTH
e
e
LADDERS ARE TO BE
6' WATER ( COPING WATEER -,
r
I
w ,
r,
CROSS BRACED PER z ESCUTCHEON
MANUFACTURERS SPECS PLATE
WATER JUNE TILES ` *
Y,. POOL UNE ,, DRAIN COVER/GRATE . . • 14 MIN.cli
S.S. LADDER POOL
1>>= STEPS
5'
MUST CONFORM TO N 18 MAX.
5'
DECK
WLEIELPOOLTHELATESTEDITION IASis ,,, OF ANSI/ASME
W LIGHT
112.19.8 r ' ` :"` '
JOINTS
SUP RESISTANT WEDGE REQUIRED
POOL STEPS: _•' `'" :"`• "~
TREAD SURFACE ANCHOR
RISERS: 12' MAX. DUAL SUCTION OUTLET AND APPROVED GRATE ADDITIONAL CONCRETE
TREAD: 10' MIN. (240 SQ. IN. MIN.) WITH 3'-0' OF SEPARATION CENTER UNE TO ::r UNDISTURBED AS REQUIRED FOR
CENTER UNE OR APPROVED CHANNEL DRAIN SOILS 3' MIN. TO 6' MAX STURDY INSTALLATION
POOL SECTION SET INTO CENTER OF STEEL GRID AT THE (NO VOIDS)
POOLS DEEPEST POINT
LONGfNDINAL)
CONCRETE
BETWEEN TREAD
AND POOL WALL RUBBER CO
BARE, SOLD, COPPER
SHELLOFFICESWIM—OUT DETAIL BUMPERDECK (OPTIONAL) W/ SUP RESISTANT
REINFORCINUCTOR
G
TOPPING ON COMPACTED GROUND W/ ALL DECK OVERTOPPING TYPICAL LADDER DETAILORGANICMATERIALREMOVED. 4' NOM. THK. W/ 8- POUR OR
FIBER MESH OR 5" NOM. THK. W/ #3 REBARS. BRICK COPING
8 AWG COPPER WIRE
1–#3 BAR CONT. IN 5' THK WALL. 4'-0' JUNCTION BOX
USE 2–#3 BARS CONT. IN 8'x8' (By OTHERS) UNEE TIME
BOND BEAMS) – TO SERVICE CLOCK
m TO TRANSFORMER 6 OF 1–#3 BAR PANEL
WATER (BY OTHERS) WATER CONT. IN 5' SPST TOGGLE W.P. UNE , 2–#3 BARS UNEz THICK BONDCONT. IN T1lFS BEAM
SWITCH DISC. 4'-0' 8"X8' BOND
BEAM 5' 5" I
JUNCTION 12V
POOL BOX TRANS.
MARBLE U.L APPROVED 120 VAC/300W POOL n DECK -
PLASTER UGH1 W/ GFI OR 12V/40OW MAX. POOL MIN. COVER WATER ALL ELECTRICAL WOR!(
FINISH LIG9f.- W/ LOW WATER CUT–OFF IN U.L. OVER ALL BARS
APPROVED GREY PLASTIC FORMING SHELL (SEE NOTE 15)
UNE SHALL CONFORM WITH
ART. 680 OF TLE
OR •PPPROVED EQUAL W/ #8 AWG BOND 3 #12 IN 7 LATEST ADWO NEC.
WI N.E.C. ALTERNATE BEAM CONDUIT CONDUIT -
srEELTE)c (OPTIONAL) FINISH DETAIL3BAPS012' O.C. EACH WAY
12V/40DW MAX. POOL LIGHT W/ LOW
WATER CUT–OFF OR 120 VAC. W/ GFI
POOL STRUCTURAL DETAILS PER NEC.
DISTANCE LESS NEW OR
VARIES18' THAN 1 ON 1 + 1 EXISTING ELECTRICAL DIAGRAMNGwSTRUCTURE
SEE SEAT
PLAN WATER –
LINE i, .."UNE
m #3 !3ARS 0 12 " e5.
o.c. EACH..WAY Drown A R PATfON
LINES — CONTRACTOR MUST PLACE ALL STEEL IN THE POOL Bly Specializing in
d
m 4- 6' WALL WALL AT NO MORE THAN 6' ON CENTER IN BOTH
I
Associates, Inc. Residential and Commercial
RETURN THICKNESS
r DIRECTIONS IN THIS CRITICAL AREA ALSO THE POOL 407) 977-1892 Pools, Fountains and Features
LINES MARBLE SHELL WALL. SHALL BE CONSTRUCTED TO 6' THICKNE
GUNITE PIASTER r THE STEEL MAT AND THICKER SHELL WALL SHALLI
BARS 0 REBOUND FINISH — _ EXTEND ALONG THE CRITICAL AREA AND TO A POINT
O.C.E.W. (2) 8'0 ANTI–Vowx I1— WHICH IS GREATER THAN THE MINIMUM REQUIRED AS I 5497 BENCHMARK LANE
DRAINS SEPARATED BY 3' __— 11= 1= DETERMINED BY THE 1 ON 1 + 1 METHOD.
SUITE 101
SPA STRUCTURAL DETAILS TYPICAL WALL AND Anaqua,.S,Rd„ SANFORD, FL 32773
PLAN EXPIRES 1 YEAR FROM THE
FLOOR WITHIN SIGNATURE DATE OR THE EFFECTIVE 407) 330-5049
OF A RFLORIDA BUILDINGSPILLWAYPER6x6GLASSBLOCKANGLEOFREPOSE
Champagne
Pools & S as CPC 032557CODECHANGE
WHDATE
CONTRACTORS POOL MOUNTEDINN2,500 Psi , ICHEVER IS SOONER
OPING PLAN CEMENT (IF SPECIFIED)It I
WATERLINE TILES
r
An 2 6 2011 Swimming Pool Specification For:
17 Date
V WATER
MIGUEL GARCES
INTERIOR 229 PORCHESTER DR
POOL FINISH G RD
IN,
H. SHE P DS o , P.E. SANFORD FL 32771
3 REBAR O 12'072 N.
FL PEa#
By
93d 3
Ste 204 VOID IF A I_ T E F E D
O.C.E.W. , Orlando, F6_ .'32807
RAISED SPA DETAIL Office: 1 (407) 275-1099
Fax: (407) 275-1015 Scale: None Rev 7 — 11/18/09
I '. TURNDOWN NOTES
1. Detail is based on NO surcharge behind the Turndown and the Ground away from
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied
into Footer if Appropriate, with #3 Rebar.
2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF)
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling
or Shifting.
3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40.
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of
2,500 PSI.
5. All Construction to Conform to Florida Building Code Building 2007, Florida Building
Code Residential 2007, together with 2009 Revisions.
6. Refer to Contractors Plan on file with the Building Department for Details on
Turndown Location.
7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4'0
Pilaster will be required every 5'-0' that will be either 2'-0' into the Ground or
to 6' into the Indigenous Material, Whichever is Deeper. The Pilaster will have a
3 Rebar tied into the #5 Rebar in the base of the Vertical Pour.
B. A Deck Turndown is NOT intended to be a substatute for a Retaining Wall. If the
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground
rhaches 42' for a 12' Turndown, 48' for a 18' Turndown or 54' for a 24'
Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope
exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown should not be
used.
9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old
Existing) Ground reaches 30.0' for a 12' Turndown, 36.0' for a 18' Turndown or
42.0' for a 24' Turndown, for more than 20% of the Turndown Length or the
Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a
Turndown should not be used.
10. If a Screen Enclosure is to be installed on top of the Turndown, the Swimming
Pool Contractor must Coordinate attachment of the Screen Enclosure to the
Turndown with the Screen Contractor.
FOOTER NOTES
1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
Coordinate Construction of any required Footer with the Screen Contractor.
2. Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that
shall be compacted to provide Optimum Bearing Capacity and prevent Settling or
Shifting.
3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh
or 6x6 -10x10 W.W. Mesh.
4. (3) 13 Rebars is Equivalent to (1) #5 Rebar.
5. A Footer may be installed with a Brick Paver Pool Deck if required by the
Jurisdiction or at the Option of the Contractor and may be placed over the Top
of the Footer or Abutting the Side of the Footer.
CONCRETE DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL
DECKGRADE ,
1=1 11=1 11=, I --i i 1=1 11 -
NO FOOTER
COMPACTED PAVER BRICK PAVER
BASE MATERIAL POOL DECK
C.
s
COMPACTED SUBGRADE
1–#5 BAR CONTINOUS •°
8'
4'0 CONCRETE PILASTER
AT 5'-0' ON CENTER WITH
1–#3 BAR VERTICALLY
1–#3 BAR CONTINOUS
1–#5 BAR VERTICALLY
AT 36ON CENTER
FB 12'7024•
Y4xA(9'T018
PROPOSED FINISHED
R&
GRADE (COMPACTED)
m`11111 4 MIN.
1
C)i EXISTING
1 N GNGRADE
NI
r r
GN
I 1=11 I—
PAVER DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
ao _
g• I 1-5 BAR CONTINOUS
8" x 8" FOOTER
PROPOSED POOL DECK
FINISHED
GRADE ?
ao T
12' 2–#5 BARS CONTINOUS
8" x 12" FOOTER
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
1
2–#5 BARS CONTINOUS
12'
12" x 12" FOOTER
It .vv su11
Date
BRICK PAVER
POOL DECK
j I` ---
PAVER SECURED TO TOP
I OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
SEE PAVER DECK
TURNDOWN DETAIL
FOR INFORMATION
NOT SHOWN
ALTERNATE PAVER ON TURNDOWN
DRAINAGE SWALE
143 BAR CONTINOUS
A
COMPACTED CONCRETE
POOL D ECK 1 5 BAR VERTICALLY
SUBGRADE AT 36. ON CENTER
A = 12' TO 24' °'•
N PROPOSED FINISHED
B = Y4 x A (9' TO 181
z o GRADE (COMPACTED)
1–#5 BAR CONTINOUS
4 MIN. '
4'0 CONCRETE PILASTER
AT 5'-0' ON CENTER WITH
1–#3 BAR VERTICALLY
io EXISTING
N rGRADE
CONCRETE DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL
DECKGRADE ,
1=1 11=1 11=, I --i i 1=1 11 -
NO FOOTER
COMPACTED PAVER BRICK PAVER
BASE MATERIAL POOL DECK
C.
s
COMPACTED SUBGRADE
1–#5 BAR CONTINOUS •°
8'
4'0 CONCRETE PILASTER
AT 5'-0' ON CENTER WITH
1–#3 BAR VERTICALLY
1–#3 BAR CONTINOUS
1–#5 BAR VERTICALLY
AT 36ON CENTER
FB 12'7024•
Y4xA(9'T018
PROPOSED FINISHED
R&
GRADE (COMPACTED)
m`11111 4 MIN.
1
C)i EXISTING
1 N GN GRADE
NI
r r
GN
I 1=11 I—
PAVER DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
ao _
g• I 1-5 BAR CONTINOUS
8" x 8" FOOTER
PROPOSED POOL DECK
FINISHED
GRADE ?
ao T
12' 2–#5 BARS CONTINOUS
8" x 12" FOOTER
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
1
2–#5 BARS CONTINOUS
12'
12" x 12" FOOTER
It .vv su11
Date
BRICK PAVER
POOL DECK
j I` ---
PAVER SECURED TO TOP
I OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
SEE PAVER DECK
TURNDOWN DETAIL
FOR INFORMATION
NOT SHOWN
ALTERNATE PAVER ON TURNDOWN
DRAINAGE SWALE 1-13 BAR CONTINOUS
1-15 BAR VERTICALLY
AT 36' ON CENTER
1–#5 BAR CONTINOUS
A = 12' TO 24' °'• BRICK PAVER
B = Y4 x A (9' TO 181 POOL DECK
COMPACTED PAVER
e '
BASE MATERIAL
8• COMPACTED SUBGRADE
ALTERNATE PAVER LOCATION
Drawn By: A R PATTON do Specializing in
Associates, Inc. Residential and Commercial
407) 977-1892 Pools, Fountains and Features
5497 BENCHMARK LANE
SUITE 101
Maquaill SANFORD, FL 32773
Champagne (
407) 330-5049
Pools & Spas CPC 032557
Swimming Pool Specification For:
N H. SHEPI RDSO N,1P.E. P.E.
PE # 19333 v
672 N. Semoran Blvd., Ste 204
Orlando, FL 32807
Office: (407) 275-1099
Fax: (407) 275-1015 Scale: None
MIGUEL GARCES
229 PORCHESTER DR
SANFORD FL 32771
IF ALTERED
Rev 4 — 4/15/09
r
ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. The following
simplified TDH • calculation is -one of the methods specified.
Simplified Total Dynamic Head (LDH) Calculation Worksheet
Minimum Flow Rate Required: 35 qpm Per Skimmer (Required: 1 skimmer per 800 sf of surf. area)
1. Calculate Pool Volume: x x 7.48 (gal./cubic foot) _
7 7.37)
Surf. Mea) (Avg. Depth)
2. Determine preferred Turnover Time in hours: _ (e x 60 (min. / hr.) _
7ours) (Turnover in Min.
3. Determine Max Flow Rate: / / 3 d a'- + _
Vol. in gal.) (Turnover Mina.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
4. Spa Jets:x gpm per jet = flow rate.
No. of Jets) (Jet now) (Tot Jet ow Rate)
For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa)
Determine Pip2 Sizes%
ft
Branch Piping to be a inch to keep velocity ®6 fps max. at gpm Maximum System Flow Rate.
Trunk, Skimmer &
inch to keep velocity ® 8 fps max. at m Maximum System Flow Rate. Suction Piping to be P Y P 9P Y
Return Piping to be inch to keep velocity ® 10 fps max. at gpm Maximum System Flow Rate.
Determine Simplified TDH:
1. Distance from pool to pump in feet:
Q- /
2. Friction loss (in suction pipe) in _inch pipe per 1 ft. 0 Oaf gpm = e /0 (from pipe flow/friction loss chart)
3. Friction loss (in return pipe) in inch pipe per 1 ft. 049c gpm =--l/L (from pipe flow/friction loss chart)
4. S x 8 _ 1r
Length Suet Pipe) (Ft of head t of Pipe) (MHSuq
5. x _ .
1
Length of Return Pipe) (Ft of hed7l ft of Pipe) (TOH Retu Pipe)
TDH in Piping:
Filter loss in TDH (from filter data sheet):
Heater loss in TDH (from heater data sheet):
Total all other loss:
Selected Pump and Main Drain Cover. Total Dynamic Head (TDH): 1 z6
Pump selection 114 (I using pump curve for TDH & System Flow Rate
ke and'Model)
Main Drain Coverl kla_4 (System Flow Rate must not exceed approved cover flow rates)
Make and Model)
Notes: Minimum system flow based on min. flow per skimmer of 35 gpm.
Determine the Number and Typeof Required In -Floor Suction Outlets:
Check all that apply.
0 S -O' Q 2 suction outlets
O O O 3 suction outlets
channel drain
gpm max. flow (see note 2).
IDH Calculation Options
For each pump
Check one.
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet - FII in all blanks.
Total Dynamic Head CMH)
Complete Program or other talcs. Fill in required
blanks on worksheet & attach calculations.
0 Maximum Flow Capacity
of the new or replacement pump.
hata
1. If a variable speed pump is used, use the max.
pump flow in calculations.
2. For side wall drains, use appropriate side wall drain
flow as published by manufacturer.
3. Insert manufacturer's name and oproved maximum
flow
4. See installation instructions for number of ports to
be used.
5. In -Floor suction outlet cover/grate must conform to
most recent edition of ASME/ANSI All 12.19.8 and be
embossed with that edition approval.
6. Pump, Filter & Heater make and model cannot
changed, and equipment location cannot be moved
closer to pool without submitting a revised plan and
TDH calculation worksheet for approval.
Flow and Friction Less
Schedule 40 PVC Pipe
Per Foot
Fed Per second
Feet -Convversion Chart
Pip Size B fps
0
6 1
1 18
10
1' 16 0.14' 21 0.23' 26
1.5' 37 0.09' 50 0.14' 62 d0.21'
2' 62 0.06' 82 0.10' 103
6.8
2.5' 69 0.05' 117 0.09' 14s
18.1
3' 136 0.04' 181 0.07' 227
6.9
234 0.03' 313 0.05' 392
6' 534 gpn 0.02' i 712 gpm 0.03•
3 6.9
Jgpm max. flow (see note 3).
gpm w/ports (see note 4).
Total Head In Feet -Convversion Chart
0
Inches Mercury (Vacuum Gauge)
1 2 4 1 8 1 8 10 1 12 14 1 18 1 18
0 0.0 2.3 4.5 8.8 9.0 11.3 1 13.6 15.8 1 18.1 1 20.3
1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 227
2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0
3 6.9 9.2 11.5 13.7 18.0 18.2 20.5 22.9 25.0 272
4 9.2 11.5 13.8 18.0 18.3 20.5 22.9 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 Me 22.8 25.1 27.4 29.8 31.9
6 13.9 1 16.1 18.4 20.6 229 25.2 27.4 29.7 31.9 34.2
7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 38.5
8 18.5 20.7 23.0 25.3 27.5 29.8 320 34.3 38.8 39.8
9 20.8 23.1 25.3 27.8 29.8 32.1 34.3 38.8 38.9 41.1
10 23.1 25.4 27.8 29.9 321 34.4 38.7 38.9 41.2 43.4
11 25.4 27.7 29.9 32.2 34.5 38.7 39.0 41.2 43.5 45 8
12 27.7 30.0 322 34.5 36.8 39.0 41.3 43.5 45.8 48.1
13 30.0 32.3 34.8 38.8 39.1 41.3 43.6 45.9 48.1 50.4
14 323 34.6 36.9 39.1 41.4 43.8 45.9 48.2 50.4 527
CD 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 527 55.0
16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 528 55.0 57 3
17 39.3 41.5 43.8 48.1 48.3 50.8 528 55.1 57.4 59.8
to 41.6 43.8 48.1 48.4 50.8 1 529 55.1 57.4 59.7 61.9
L
CL 19 43.9 48.2 48.4 50.7 52.9 1 55.2 57.4 59.7 62.0 64.2
20 48.2 1 48.5 50.7 53.0 55.2 57.5 59.8 62.0 64.3 86.5
21 48.5 50.8 53.0 55.3 57.8 59.8 62.1 64.3 88.6 68.9
22 50.8 53.1 55.3 57.0 59.9 821 84.4 86.6 68.9 71.2
23 53.1 55.4 57.7 59.9 82.2 64.4 86.7 69.0 71.2 73.5
24 55.4 57.7 6D.0 I 62.2 64.5 66.7 1 69.0 71.3 73.5 75.11
25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1
28 60.1 823 64.6 66.6 69.1 71.4 73.6 75.9 78.1 80.4
27 624 1 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 827
28 64.7 66.9 692 71.5 73.7 76.0 78.2 50.5 828 85.0
29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 11211 85.1 97.3
30 69.3 71.6 73.8 78.1 78.3 80.6 829 85.1 87.4 89.6
31 71.6 73.9 1 76.1 78.4 80.7 829 1 85.2 87.4 89.7 920
32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 920 94.3
33 76.2 76.5 80.7 83.0 85.3 87.5 89.8 920 94.3 98.8
34 78.5 80.8 83.1 85.3 87.8 89.8 921 1 94.4 96.6 98.9
35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 98.7 1 98.9 101.2
NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
This form is the property of Gordon H. Shepardson, PE and
may only be used in conjunction with my Residential Swimming Pool
Specification Drawings or by others with my written permission.
Date
Contractors gn ure
Contractors Printed Name
Contractors Cert. No.
Contractors lelephone Wo.
APR 2 6 2011
Date
This worksheet was
Created and provided
By
GORDON H. SHEPARDSON, P.E.
FL PE # 19333
672 N. Semoran Blvd., Ste 204
Orlando, FL 32807
Office: (407) 275-1099
Fax: (407) 275-1015
Drawn By: A R PATTON & Specializing in
Associates, Inc. Residential and Commercial
407) 977-1892 Pools, Fountains and Features
I
ham 5497 BENCHMARK LANE
SUITE 101 -
An&qunture„xaer SANFORD, FL 32773
Champagne (407) 330-5049
Pools & Spas CPC 032557
Swimming Pool Specification For
MIGUEL GARCES
229 PORCHESTER DR
SANFORD FL 32771
100 IF- AL T r_rr_D
Scale: None Rev 7 - 11/18/09
I r__
IIN11111111111"1011IN III M III IN11U111111
I4ARYANNE POMSI a CLERIC OF CIRCUIT COURT
SEMINOLE COUNTY
Permit Number` _ A}{ e 94; Qpg)
Folio/Parcel Identification Number: X37 - CLERK" S #€ 201 10,48633
Prepared by: , RECORDED 05/09/.011 04:10:37 PH
RECORDING FEES 10.00
Retur
RECORDED BY J Eckenroth(all)
NOTICE OF COMMENCEMENT
State of Florida, County of Seminole 34 - t9' - 30 - S i; - 0000 -00$0
The undersigned hereby gives notice that improvement(s) 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.
1. Description of property (legal description of the property, and street address if available)
2. General des eriptionofjynprove ent(s)
3. Owner informytion
Name Telephone Number
Addressz,;20 lQ ,-qgt&*c /Q/' Interest in Property V. d
4. FeeSimple Titfe Holder (if other than owner shown above)
Name Telephone Number
Address
Contractor
ame CHAMPAGNE POOLS OF CENTRAL FLORIDA Telephone Number 407-330-5049
Address_ 5497 BENCHMARK LN., SUITE 101, SANFORD, FL 77
6. Surety (if any)
Name Telephone Number
Address Amount of bond $
7. Lender (if any)
Name Telephone Number
Address
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by §713.13(1)(a)7, Florida Statutes. -
Name Telephone Number
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as
provided in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address
10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different
date Is specified)
11'ARNING TO OWNER: ANY PAYMENTS MADE BY TIIE ONYNER AFTERTHE EXPIRATION OFTIIE NOTICE OF CORIhIENCEMENT ARL• -
CONSIDERED Ii1IPROPER PAYMENTS UNDER CIIAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING
T11'ICI: FOIt 11111'ROVENIrNTSTo YOUR PROPERTY. A NOTICE OF COMMENCEMENT NIUSTBE RECORDED AND POSTED ON TIIEJOB SITE
B1:FORE'r11L•- FIRST INSPECriON. IF YOU INTEND 1'0 OBTAIN FINANCING, CONSULT IYITI l YOUR LENDER OR AN ATTORNEY BEFORE
COMNIENC[ G N'ORK 4 ECORDING YOUR NOTICE OF COMMENCEMENT
t Gv` Chi AA % C l 0
Ignalure of Owner Signatory's Printed NameMile/Office I
or Owner's Authorized Officer/Director/Partner/Manager §713.13(1)[d])
The foregoing instrument was acknowledged before me this l day of ot4Qt I by m <<'c P (-•,Gz,rCJL..S
as c&)OQ ,t/ for 54-- (
year) (name of person)
eof aulul_ ily icer, I t orney In fact) (Name f party on be al(of whom Instrument was executed)
Ignaturo of Notary Public— Stato of Florida (Print, type, orslamp commissioned name of Notary Public)
Personally Known vl_ OR Produced ID
Type of ID Produced
Verlflcation pursuant tn&ctlon 92.626, Florida Statutes: Und rpenalties o eka, I Ware, that I have road the foregoing and that the facts stated
In It are Qua to the best, of my/knowledge and belief. MARYANNC IYIV SI`
g g
1 11 f v`'i CV 66--7 CLERK OF CIRCUIT COURT
Ignature of N6tural Person Signing on Line 11 -Above
Form Revised: 1120/07
WLE COUNTY. FLORIDA
k-A TERI LEE SMATHERS
Notary Public, State of Florida
DEPUTY CLERK- - -• My comm. expires March 08, 2012
a No. 00760884
MAY 0 9 2011
Bonded thru Ashton Agency, Inc. (800)451.4854