136 Lake Ada Cir - 11-364; POOL AND DECKkey
PERMIT ADDRESS 136 LAke- -A c\a 6 r
rpCONTRACTOR[;r 001s
ADDRESS LI a '-PQl n A Ve.
111:.,.- e-r ?cu-k. F L _ 2.2-1 Q.1
SUBDIVISION
PERMIT # ! 1- 31PL( DATE /0
PERMIT DESCRIPTION mliall 1';x.0 O Aee44
PERMIT VALUATION 940DO
PHONE NUMBER__
y
D%P / ' H 744 SQUARE FOOTAGE
PROPERTY OWNER TK*4li1 I I r*r
ADDRESS `'mo I.AIpi 'Aam Vr
I
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR o
C7
PERMIT NUMBER FEE y
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
13. RECEIVED CITY OF SANFORD
NOV
BUILDING & FIRE PREVENTION
2010 PE IT APPLICATION
Application No: / ocumented Construction Value: $tlZd
Job Address: Historic District: Yes Nog*
Parcel ID: 'D o zo - 11 6f) Zoning:
Description of Work:
1 ll1
0
Name !L Phone: ) • 'Y `l1 - S
Street: 1 dZ Resident of property?
City, State Zip: 'Sf I • "_7? 3 Contractor
Information Plan
Review Contact Person: Phone:
3d 1 ' Fax: Title: _
E-
mail:r;1 1 7 Property
Owner Information NamePdj' /
P I/A/: AM-6 Df i T1; A 7/V- Phone: y0 g v v y Street:
YS'% 82L ME-TZ-o /21/,6 Fax: /,o 7 Zo 2 6 - J S6_7 City,
State Zip: khn1 Toz PHwK State License No.: CPC- 0676 gaa- Arch
itect/Engineer Information Name:
Phone: Street:
Fax: _ City,
St, Zip: '%nib Cl. 3-'-Lu rl E-mail: Bonding
Company: Address:
Building
Permit Square
Footage: No.
of Dwelling Units: Electrical
New
Service — No. of AMPS: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: No. of Stories: Flood
Zone: X L C 6 Plumbing
New
Construction - No. of Fixtures: Mechanical
0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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 of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Si ature of Owner/Agent Date
An 14. 1136,d/)er
Print Owner/Agents Name
ro1,FY°GBG MICHELE COLEE BERGER
N, o` NtY('0N1NflSSi0N#l)l) 09
l"OF P- IA PI R1'.S: Scpi. 9._1011
407) 398-0153 Florida Notary Service,—
Owner/Agent is Personally Knownto Me or Produced
ID Type of ID F1 DH%1e,,4f-UC- APPROVALS:
ZONING: PSI UTILITIES: ENGINEE
I t • 30 • i 0 Fes: COMMENTS:
Signature
of ntractor/Agent Date I
owfeL Print
Contractor/Agent's Name 1
1 I N a a I -- / D signature
of Notary -State of on ate PYODB
MICHELE COLEE BERGER o
N1Y COMNIISS10N # 1)D712809 9"
OF
FRS? EXPIRES: Scpt.9. ?011 nt1
1t ent JI srldaNotarypersMall - own to Me or Produced
ID Type of ID WASTE
WATER: BUILDING:
aZ / Rev
11.08
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Firm: er J 0 s v Fc.
Address: `f ' 7 2
City: State: IFL Zip Code: 327 Q Z
Phone: ` Q7. G96 -/7q Fax: yo y. 69` •SSS7Email:
Property Address: 1-C.
Property Owner: V—Q v, ,.
Parcel identification Number: l •'Zp •'So • 5-t 'L . tDppp • I I O
Phone Number: 321 • L441 - 2/S I Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre-2007 FIRM adoption)
K Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
FFIWE.I.
Flood Zone: Base Flood Elevation: RE)' Datum: N A,q p
FIRM Panel Number: 1Z0 2q,4 M -7p ,F- Map Date: g . 28 .0 #7
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
P'/"A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
El The structure is in the: Elfloodp in floodway
12 The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone 'A', the best available information used to
determine the base/flood/ elevation is:
DoiScrCSu/'- 7
Reviewed
by: Date: T:\
Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole bounty, Winter Springs
Date:
I hereby name and ap
an agent of:
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
All pen -nits and applications submitted by this contractor.
The specific pern)t ny appliFatiofi Address)
Expiration
Date for This Limited Power of Attorney: /I— %q _% 0 License
Holder Name: Di7'l/EL. r`%E11'-/je State
License Number: CPC 0 S'& Signature
of Li rise Holder: STATE
OFF IDA COUNTY
OF i //
II The
foregoing ins um nt wa edged before me this) U day of 1% ^ , 20¢
1] , by t who is ersonally known to
me or who has produced identification
and who did (did not) ake n oath. Signature
Notary
Seal) DoV16 Fi }/fi fie Print
or type name CHERYL
DAVIS F"ERY Notary Public - State of r'_1_'09/D0q MY
COMMISSION # DD 691222 EXPIRES:
October 31, 2011 Commission
No. e«
dearnruBudget Notary Services My Commission Expires: ! 3 ! Zv' Rev. 3/
27/07) as
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: N- /')Q
I hereby name and appoint:
an agent of: Ai
111A
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
All permits and applications submitted by this contractor.
The specific 2e)ray(/p/yi t an /a/]plic)Jationork ated at: Street
Address) Expiration
Date for This Limited Power of Attorney: License
Holder Name: State
License Number: Signature
of Licggse Holder: IV 11e STATE
OF Fl COUNTY
OF C9.
le — The
foregoing instr - it s ackno dg efore me thiso day of a2001J ,
by - who i ersonally known to
nee or who has produced — as identification
and who did (did not) Ice an oath Signature
Notary
Seal) CHERYL
DAVIS FLANNERY MY
COMMISSION # DD 691222 EXPIRES:
October 31, 2011 galled
Thru Budget NOWY Services Rev.
3/27/07) Print
or type name Notary
Public - State Qf FGO/,i D Commission
No. I _ My
Commission Expires: 10 I 1zpJ4
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
OAVIDJOHH9OH.CFA,A,SA
PROPERTY
APPRAISER
SLWINGLE COUNTY FL_ Ju,
1101 E. FIRsTsT
3AHFORO. FL 32771-14+68
407-665-7506 s
y .
VALUE SUMMARY
2011_ 2010
VALUES
Working Certified
GENERAL
Value Method Cost/Market Cost/Market
Parcel Id: 11-20-30-512-0000-1180
Number of Buildings 1 1
Owner: POPP DIANE M &
Depreciated Bldg Value 87,937 93,136Own/Addr: WEIDNER KEVIN A
Depreciated EXFT Value 1,756 1,795MailingAddress: 136 LAKE ADA CIR
Land Value (Market) 30,000 30,000City,State,ZipCode: SANFORD FL 32773
Land Value Ag 0 0PropertyAddress: 136 LAKE ADA CIR SANFORD 32773
Just/Market Value 119,695 124,931SubdivisionName: HIDDEN LAKE PH 3 UNIT 5
Tax District: S1-SANFORD Portablity Adj 0 0
Save Our Homes Adj 0 0Exemptions:
Dor: 0130-SINGLE FAMILY WATERF Amendment 1 Adj 0 0
Assessed Value (SOH) 119,6951 124,931
Tax Estimator
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 119,695 0 119,695
Amendment t adjustment is not applicable to school assessment) Schools 119,695 0 119,695
City Sanford 119,695 0 119,695
SJWM(Saint Johns Water Management) 119,695 0 119,695
County Bondsl 119,695 0 119,695
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 Vac/Imp Qualified 2010 VALUE SUMMARY
QUIT CLAIM DEED 06/2009 07205 1946 $100 Improved No
2010 Tax Bill Amount: 2,509
WARRANTY DEED 11/1989 02126 Q826 $101,000 Improved Yes
2010 Certified Taxable Value and Taxes
WARRANTY DEED 08/1988 01992 1865 $95,300 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
WARRANTY DEED 06/1988 01966 1662 $21,000 Vacant Yes
Find Comparable Sales within this Subdivision
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value
PLATS: Pick...
LOT 0 0 1.000 30,000.00 $30,000 LEG LOT 118 HIDDEN LAKE PH 3 UNIT 5 PB 29 PGS 40 &
41
BUILDING INFORMATION
Bid Num Bid Type Year Blt Fixtures Base SF Gross SF Living SF Ext Wall Bid Value
Est. Cost
New
Building 1 SINGLE FAMILY 1988 7 1,545 2,305 1,545 WD/STUCCO FINISH $87,937 96,634
Sketch
Appendage I Sqft SCREEN PORCH FINISHED / 240
Appendage I Sqft SCREEN PORCH FINISHED / 60
Appendage I Sqft GARAGE FINISHED / 460
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished.Base
Semi Finshed
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
WOOD DECK 1990 560 $1,120 2,800
FIREPLACE 1988 1 $638 1,500
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.org/web/re-web.seminole-county-title?parcel=l1203 051200001180&... 11 / 17/2010
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: n Docum ed Construction Value: $ me), p cD
Job Address: Historic District: Yes No
Parcel ID: ",(7 Z w Zoning:
Description of Work:
Plan Review Contact Person:
Phone:
Name
Street:
City, S
Title:
E-mail:
nformation
Phone:
Resident of property?
v Contractor Information
Namee C Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit
Square Footage: Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical
New Servic — No. of AMPS:
Mechanical 13 (Duct layout required for new systems)
No. of Stories:
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
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 of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should cajeM4ted charges exceed the documented
construction value when the executed contract is submitted, credit ii applied to your permit fees when the
permit is released. t
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
r
Print
Signature of Notary -State of Florida
Date
Date
SPpYC0 !6 gr BLAND0
e1, MY COMMISSIONa DD6290962011
o` EXPIRES.FebruarY- 5 .
c, cgP FI. NotaryDiscount Assoc. Co. VOTARY
Contractor/
Agent is Personally Known to Me or Produced
ID Type of ID UTILITIES:
WASTE WATER: IM
BUILDING: Rev
11.08
0/
4572 Palmetto Ave., Winter Park, Fl. 32792
Phone 407-696-4744 Facsimile 407-696-5557
Web site: premierpoolsofcentralfl.com
OFPICP
CPC 056822
Residential Swimming Pool Contract
This Agreement is made and entered into this 16 day of November , 20 10 , by and between Premier
Pools of Central Florida, Inc. (Premier),
and Kevin Weidner (Owners).
1. Agreement: Premier agrees to build and the owner agrees to pay for one swimming pool in accordance with
and subject to the following provisions of the contract. Construction shall take place at:
Lot S (Subdivision),HIDDEn) LAKE according to the plat thereof as recorded in Plat Book Z , Page(s)
y I, Public Records of Seminole County, Florida.
10
e
Property address: 136 Lake Ada Circle Sanford, Fl. 32773 V)L.
0b O
2. PURCHASE PRICE: ($ 25 000.00 ) oo) 1
Method of payment
10% Deposit $2,500.00
30% Upon excavation $7,500.00
30% Upon concrete shell placement $7,500.00
28% Upon slab/coping $7,000.00 061/
c, 02% Upon Fire -up (adding initial chemicals & start up of circulation system ) $500.00
3. CHANGE ORDERS: The owner shall not submit any change or amendment to the plan and
specification set forth herein unless agreed to in advance in writing by both Owner and Premier. In the event
any such change or alteration shall be approved, said change or alteration shall be in written form signed by
Owner and Premier. Each change order shall specify any increase in price as addressed in paragraph 2, above,
and shall be paid by Owner to Premier prior to performing or commencing to perform any process subject to the
change order (including purchasing of parts and equipment).
4. FINANCING: Owner is solely responsible for ANY financing unless the parties agree otherwise in
writing.
5. POOL SITE ACCESS: Owner shall provide pool site access and shall obtain written permission if
access is across any other's property. Owner agrees and acknowledges that by executing this contract they will
indemnify, defend, and hold Premier harmless for any and all damages occasioned in access area and to be
solely responsible for access damages. Access areas to include, but are not limited to, driveway and rights -of -
way.
6. UTILITIES: Owner agrees to provide adequate water and electrical services as required for
construction, filling, and operation of the pool.
7. EXCAVATION: Normal excavation and dewatering of hole is included. Abnormal excavation is when
machine time exceeds five hours. Abnormal dewatering is exceeding the use of two (2) H.P. Electric pumps to
control water. Rock removal, muck removal, and foundation solidification are abnormal conditions. In the
event that abnormal conditions are discovered during excavation, Owner may elect to terminate this Agreement.
In the event Owner elects to terminate this :Agreement, Premier shall have no further liability to owner and,
because Premier will suffer actual damages. which would be difficult to determine, owner and Premier agree
that owner shall be liable for all actual costs incurred by Premier to date of Termination plus $500.00 as
liquidated damages. Termination under this paragraph may be made only in writing and delivered to Premier
via certified mail at the address above.
8. CONCEALED CONDITIONS: Should any soil, subsurface, or latent conditions, which would
adversely effect the construction of the pool (including, but not limited to, underground pipes, conduits, hard
pan, rock, excessive ground water, inadequate soil -bearing capacity, falls, water seepage, septic tanks and drain
fields, muck or any other surface or subsurface soil conditions), be encountered, then the owner agrees that the
purchase price, as set forth in paragraph 2, above, shall be increased according to the extent necessary to
construct the pool despite said concealed conditions. The Owner shall be completely responsible for the
2
W,Clc
J.
4572 Palmetto Ave., Winter Park, Fl. 32792
Phone 407-696-4744 Facsimile 407-696-5557
Web site: premierpoolsofcentralfl.com
CPC 056822
increase in the purchase price due to said conditions. Premier, upon discovering any such conditions, shall
notify the owner in writing of the existence of such conditions and shall give the owner an approximate cost
estimate to remove or eliminate such conditions.
9. LIMITED WARRANTY: Premier takes responsibility solely for the following conditions:
A. Lifetime warranty on pool shell cracking or until owner transfers property.
B. Lifetime warranty on underground plumbing or until owner transfers property.
C. Pool and Patio elevation and location on property.
D. Sidewalk repairs if broken during construction.
E. One year for substantial defects resulting from pump and filter installation.
Premier shall not be liable for any damages caused to the pool or its surrounding structures resulting from the
acts of any third party or through failure of Owner or any person to properly maintain the pool or its
surrounding structures.
Routine maintenance items such as light bulbs, hoses, brushes, gaskets, etc., have no warranty beyond ninety
days. Pool decking is not warranted against cracks, checking or discoloration, as these items are common and
natural occurrences given the nature of the pool and its composite parts. Additionally, pool tile, brick and grout
are not warranted against cracking or color variations.
Seawalls are assumed to be structurally sound. Interior finish of pool is not warranted against stains,
discoloration, checking, pitting, or cracking. Premier is not responsible for any damages resulting from caverns
or channels under or through seawall structural defects. All warranties are non -transferable by owner.
All pool and/or spa dimensions are approximate with up to six inches tolerance either way. Buyer(s) and
Contractor agree it would be impractical to fix the actual damages in the event of any deviation in pool and/or
spa dimensions greater than any such six inch deviation in dimensions. Therefore, liquidated damages for such
greater deviations in the water surface area of the pool and/or spa as specified on the pool plan shall be $6.00
per square foot; and liquidated damages for any such greater deviations in depth of the pool and/or spa as
specified on pool plan shall be $12.00 per one -quarter inch. The depth of the pool and/or spa is determined by
measuring from the top of tile down to the top of the main drain of the pool and/or spa. Buyer(s) and
Contractor agree that the pool and/or spa will be within three-quarters of an inch being level. Buyer(s) and
Contractor agree it would be impractical to fix the actual damages in the event of any deviation in the pool
and/or spa level greater than three-quarters inch deviation, therefore liquidated damages for such deviations
shall be $25.00 per one -quarter inch. It is a condition of Contractor's obligations hereunder that Contractor's
Pool Counselor has not exceeded his limited authority to commit contractor on price, time of construction,
equipment or other material term or condition of this Contract. Approval by an inspecting building department
is deemed to be completion of that work in a workmanlike manner. Payment schedules must be met regardless
of the over-all incompletion of the contract, or the necessity of repairing previously completed work.
Warranties are only effective once payment is made in full.
PREMIER MAKES NO WARRANTIES REGARDING THIS AGREEMENT EXPRESSED OR
IMPLIED EXCEPT AS PROVIDED HEREIN.
10. DEFAULT OF PAYMENT: In the event of payment default, Premier shall have the right to stop all
work, until payment is made or waive the default and continue working. If the default in payment continues for
10 days, Premier may declare the Owner in breach of this agreement, stop all work and the Owner shall be
responsible for the full balance due on the contract.
In the event suit is filed to collect any amounts due under this contract, Owner shall be responsible for
all attorney's fees and costs incurred by Premier as well as interest at a rate of 18% per annum from the date of
default on all monies due under the contract.
11. DIVING BOARDS AND SLIDES: Premier assumes no liability for injures through use or misuse of
diving boards or slides. If diving boards or slides are installed after construction, their installation creates no
liability to Premier and such installation shall void all warranties.
12. LIMITATIONS: The following limitations apply to this contract:
3
4572 Palmetto Ave., Winter Park, Fl. 32792
Phone 407-696-4744 Facsimile 407-696-5557
Web site: premierpoolsofcentralfl.com
CPC 056822
A. Construction is completed upon filling of pool and connection of the pump and filter, not after
completion of punch out list and final inspection. Ii
CuAtomer signature
B. Premier is not responsible for damages to such items as lawns, shrubs, sprinkler systems, and
appurtenances.
C. Aggregate is not guaranteed against discoloring, for any reason.
D. Premier is not responsible for providing heater fuel hookup.
E. No completion date is either expressed or implied by Premier. (Unless Stated Below)
F. Premier is not responsible for improvement needed on existing structure in order to install pool.
13. BUYER'S RIGHT TO CANCEL: This is a home solicitation sale. If you do not want the goods and
services, you may cancel this agreement by mailing a notice to Premier. This notice must indicate that you do
not want the goods and services and must be postmarked before midnight of the third business day after you
sign this agreement.
14. ARBITRATION: The parties hereby elect binding arbitration as their exclusive method of resolving
controversies existing between them relating to this Contract. Arbitration proceedings shall be conducted in
accordance with the Rules of Arbitration and the procedures adopted by the local Chapter of the Florida Spa and
Pool Association, hereinafter referred to in this contract as FSPA, which is incorporated by reference into this
Contract, provided that the Contractor remains an FSPA member in good standing. A copy of the current Rules
of Arbitration may be obtained from the Contractor or the Executive Director of the local FSPA Chapter.
Binding arbitration is recognized. under Florida law as a judicially enforceable means of dispute resolution. The
parties to this Contract release the officers, members, and staff of the Florida Pool and Spa Association, and its
Chapters, from all liabilities, claims or demands whatsoever arising from any arbitration proceeding. This
release is given freely and voluntarily by the undersigned who are authorized representatives of the parties to
this Contract. FSPA contact information.: Executive Director: Mary Manion. Contact Phone Number: (800)416-
6774 or CFPCNSPI jr aol.com. FSPA address: 1718 Main Street, Suite 303, Sarasota, FL 34236-5826.
15. CONSTRUCTION OF CONTRACT: The terms set forth in this were negotiated and mutually agreed
upon between Owner and Premier. As such; in the event of any dispute as to the interpretation of the contract,
there shall be no presumption in favor of Owner, nor contrary to Premier in interpreting said contract.
OWNER ACKNOWLEDGES RECEIPT OF A COPY OF THIS CONTRACT,
INCLUDING LIEN LAW, CONDITION & EXPECTATIONS AND POOL PLAN.
Notice to Owner: Do not sign this before you have read the general conditions contained herein, or if it
includes any blank spaces.
Owner: Date
Owner: Date
CoD
Phone Number
Modified:11/16/2010
Premier Pools of Central FL, Inc.
V lDd-L
Pal in, Sales Associate
4572 Palmetto Avenue
Winter Park, FL 32792
Approved by: Premier Pools
Daniel J. Theune, President
4
PLAT OF SURV[
OFFICE for
jiLLIAM & DIANE POPP
Legal Desc:riphion
Lot 116, HIDDEN LADESASE III, UNIT V, accor"Inq ho l,hr PIR thl'rpuf as recorded ill
Plat Bonk 29, Pages 40, and 41, of the Public He ords:wF Semicuul- .0unty, Florida,
8ti'oJ j E. --,Z,97
A'
IZ4IZ7III4!
za
r2 I P? .
I vU3116
0 120
Cn•. 119
to -oa lu '— -• —
1ae '
09 110 114
IIZ j
113
WA7io t/
0
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VD D
a
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Q
rc NO Wink an I
vrA
Cov^wtl k^nel ,
N i 5"roa FaaM°
r 1 CT
C
20.15 910 Q
EigPME T SERVICES
o ay1P Vi t 3 l os
I op
fCno
GQ4-G ADA
3
cigc E
o INDICATe, IRout CAP w Y6Z. SURVEY
NOIF5; 1)
The street address of the above described pr"pkty is 130 LAu i'M Circle. 2) "
7he house on the: %bdve' &e;;Q1bedTPZo0Frty dohs not fie within a 100 year FAA Hazard
Area, SURUEYORK
C{_FrT.lFim[ Tl,
ts is to certify that I have made a Survey of the .above- dw;criluvj l,r,ln'rl ,uul Ili,,, Iiw 1)1.11. hrr(!6I dialirr".ILrd In, nn accurate representation of the same, I further certify Lh,ai lhi'., `hnvlay uW•. 11,,.M",,n,.,,,, InTnual ',gene„Iw M
forth by thQ Florida Board of Land Surveyors ptwsuanL to KocLi:.n, h27,1.121 uF Lhe I W bt, .,l.aluttti, REUISIONSt
LFRI
IF it-W oinia.ct ro, R6Su4yY0GNor'. "989 I\
dl;lpf Title & GyZirarll y WEYERHAEUSER
MORTGAGI: K
I TIMER SURVF Y l NG , l Nl:. COMPANY R.
BLAIR.KITNER - P.L.5. No. 3302 Post
Office Box 823, Sanford, FL 32771-0(123 407)
322-2000 PROJECT.
NO. 8a-4ZZ • SURVFY DAK: 17 W416a 7-.lf5t8g
Notice of Requirements
1 (We) acknowled a thal a n w i m' pool, spa or hot tub will be constructed or
installed at and hereby affirm that one of
the following methods will be used to meet the requirements of Florida Statute in
Chapter 515.
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, devises with release
mechanisms placed no lower that 54" above the floor or deck;
I (We) understand that not having one of the above installed at the time of final
inspection, or when the pool is completed for contract purposes, will constitute a
violation of Chapter 515, F.S. and will be considered as committing a misdemeanor
of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as
established in Chapter 775, F.S.
DtqA 1 EL 7M6-yA&
Contractor's Name & Date
v=
Owner's Name & Date
001
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 (TDH) Calculation Worksheet
Minimum Flow Rate Required: 35 gpm Per Skimmer (Required: 1 skimmer per 800 sf of surf. area)
1. Colculate Pool Volume:c,2-S O x 7 x 7.48 (gal./cubic foot) _
2. Determine
Surf. Area)
Turnover Time in
Avg. Depth) ,
hours: i. Q
vol. 'n al.
preferred 60 (min. / hr.)
3. Determine
r
Max Flow Rate: /y9D
Hours) „, _ +
v2_
Turnover in
Vol. in gal.) Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate) (System now Rate)
4. Spa Jets: x gpm per jet = flow rate.
No. of Jets) (Jet Flow) Total Jet Flow Rote)
For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa)
Determine Pie Sizes:
Branch Piping to be a inch to keep velocity ® 6 fps max. of 9,) gpm Maximum System Flow Rate.
Trunk, Skimmer &
Suction Piping to be v2 inch to keep velocity ® 8 fps max. at g 2 gpm Maximum System Flow Rate.
Return Piping to be a inch to keep velocity ®10 fps max. at ! gpm Maximum System Flow Rate.
Determine Simplified TDH:
pf
1. Distance from pool to pump in feet: )D
r
2. Friction loss (in suction pipe) in op inch pipe per 1 ft. ®gpm = e, ID (from pipe flow/friction loss chart)
3. Friction loss (in return pipe) in inch pipe per 1 ft. ® 4 P' gpm (from pipe flow/friction loss chart)
4. X
Length,of-Suct. Pipe)
5 C9J!
r
Length of Return Pipe)
Ft of head/1 Jt of Pipe) (TDH uc,t. Pipe)
x o (/J_ 8
Ft of head/1 ft of Pipe) (TDH Return Pipe)
TDH in Piping:
Filter loss in TDH (from filter data sheet):
Heater loss in TDH (from heater data sheet):
Total all other loss: 1
Selected Puma and Main Drain Cover.w
Total Dynamic Head (TDH):
Pump selection FT10?077 using pump curve for TDH & System Flow Rate
Make and Model)
Main Drain Cover
Vv %Q vg (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 Type of Required In -Floor Suction Outlets:
Check all that apply. AMyv/ `I_RD
0 3'-0" 0 2 hli )0 6 suction outlets ® gpm max. flow (see note 2).
Q Q 3 suction outlets ®gpm max. flow (see note 3).
channel drain ®
gpm w/ports (see note 4).
TDH Calculation Options -
For each pump -
eck one.
Simplified Total DXnomic Head (STDH)
Complete STDH Worksheet - Till 1n all blanks.
ram- Total Dynamic Head (TDH)
Complete Program or other calcs. Fill in required
blanks on worksheet & attach calculations.
Maximum Flow Capacity
of the new or replacement pump.
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 A112.19.8 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 Loss
Schedule 40 PVC Pipe
Per Foot
Velocity- Feet Per Second
j Pipe Sze 6fPs 8fs 10fs
1' 169PM 0. 14' 21 gipm 0.23' 26 gpm 0.35'
1.5' 37 glarn 0.08' 50 gpm 0.14' 62 gpm 0.21'
2' 62 gpm 0.06, 82 gpm 0.10' 103 gpm 0.16'
2.5' Be gpm 0.05' 117 glarn 0.09' 146 gipm 0.13'
3' 136 gpirn 0.04' 181 gpm 0.07' 227 gpm 0.10'
4' 234 gprn 0.03' 313 giprn 0.05' 392 m 0.07'
s' S34 0.02' 712 0.03'
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 1 2 1 4 6 1 8 10 1 12 1 14 16 1 18
0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 1 20.3
1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7
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 16.0 18.2 20.5 22.8 25.0 27.3
4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 20.8 1 22.8 25.1 27.4 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 1 25.2 27.4 29.7 31.9 34.2
7 16.2 18.4 1 20.7 23.0 25.2 27.5 1 29.7 32.0 34.3 1 36.5
8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 1 38.8
9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1
10 23.1 1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4
11 25.4 1 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8
12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1
rn 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4
v 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7
15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0
0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 1 57.3
17 39.3 41.5 43.8 46.1 46.3 50.6 52.8 55.1 57.4 59.6
18 41.6 43.8 4.6.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
CL 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2
v 20 46.2 48.5 1 50.7 53.0 55.2 57.5 59.8 62.0 64.3 66.5
21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9
22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2
23 53.1 55.4 57.7 59.9 62.2 1 64.4 66.7 69.0 71.2 73.5
24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8
25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 1 78.1
26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4
27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7
28 64.7 1 66.9 69.2 1 71.5 73.7 76.0 78.2 80.5 82.8 85.0
29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3
30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6
31 71.6 73.9 76.1 78.4 80.7 1 82.9 1 85.2 87.4 1 89.7 92.0
32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3
33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6
34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9
35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 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.
A?// 0
contractors Printed Name
P6 C) 5 & rP
Contractors Cert. No.
f6-7 6,
Contractors lelcohone No.
NOV 17 2010
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 do Specializing in
Associates, Inc. Residential and Commercial
407) 977-1892 Pools, Fountains and Features
PREMIER
POOLS OF 4572 PALMETTO AVE
CENTRAL WINTER PARK FL 32792
FLORIDA (407) 696-4744
INC CPCO56822
Swimming Pool Specification For:•
KEVIN & DONNA WEIDNER
136 LAKE ADA CIRCLE
SANFORD FL 32773
fix -t r Ii
Scale: None Rev 7 - 11/18/09
80
70
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60
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HAYWARD POOL PRODUCTS
PRODUCT: MAX FLO II PUMP
ISSUED: 05/14/09
SP2707X102(Low Spd)
SP2715X202 Low Spd)
SP2710X162(Low
SP2705X7
Spd)
SP271OX15
Sp2716) 20
SP2707X10
10 20 30 40 50 60 70 80 90 100 110 120 130 140
Flow (GPM)
GENERAL NOTES
1. For pool plan, size, deck, and 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
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 1)'.
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be
bonded to the Pool Reinforcing Steel with #8 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 the
Electrical Panel Ground to be by Electrician.
7. Bond 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
if 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 LINE
2 SKIMMER LINE
E 3 WASTE LINE
D 3 4 RETURN LINE
5 PRESSURE CLEANING
C LINE (OPTIONAL)
A HAIR & LINT STRAINER
5 B
B RECIRCULATION PUMP
4 C FILTER
A D IN—UNE CHLORINATOR
OPTIONAL)
2 E
1
HEATER (OPTIONAL)
FIL TER SYSTEM
LENGTH
6" WATER
WATER 1UNE TILES
POOL UNE
STEPS
j z POOL
m w LIGHT
L
r COPING ® WATER
I LINE
DRAIN COVER/GRATE 14' MIN.
MUST CONFORM TO 18' MAX.
THE LATEST EDITION
OF ANSI/ASME
112.19.8
POOL STEPS:'
RISERS: 12' MAX. DUAL SUCTION OUTLET AND APPROVED GRATE
TREAD: 10' MIN. (240 SQ. IN. MIN.) WITH 3'-0' OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
POOL SECTION pPOOLS
O CENTER
EPEST
OF GRID AT THE
LONGITUDINAL)
CONCRETE DECK (OPTIONAL) W/ SUP RESISTANT
TOPPING ON COMPACTED GROUND W/ ALL
ORGANIC MATERIAL REMOVED. 4' NOM. THK. W/
FIBER MESH OR 5" NOM. THK. W/ #3 REBARS.
1—#3 BAR CONT. IN 5' THK WALL. 4'-0* JUNCTION BOX
USE 2—#3 BARS CONT. IN 8"x8' (BY OTHERS)
BOND BEAMS)
m TO TRANSFORMER
WATER (BY OTHERS) 2—#3 BARSLINE
CONT. INcoo
8'X8' BOND
MARBLE _—U.L. APPROVED 120 VAC/30OW POOL
PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL
FINISH LIGHT W/ LOW WATER CUT—OFF IN U.L.
APPROVED GREY PLASTIC FORMING SHELL
OR APPROVED EQUAL W/ #8 AWG BOND
WIPE PER N.E.C.
STEELTEX (OPTIONAL) #3 BARS ® 12' O.C. EACH WAY
POOL STRUCTURAL DETAILS
DISTANCE LESS
VARIES 18'
COPING
THAN 1 ON 1 + 1
SEE SEAT
PLAN WATERWATER
LINE LINE —
5• THERAPY
LINES
co 4-
RETURN
LINES
F } GUNITE
1RS ® REBOUND
C.E.W. (2) 8'0 ANTI —VORTEX
DRAINS SEPARATED BY 3'
SPA STRUCTURAL DETAILS
5'
UNDISTURBED
SOILS
NO VOIDS)
SWIM -OUT DETAIL
DECK OVER
8' POUR OR
BRICK COPING
v WATER
6" OF J 1—#3 BAR
WATER CONT. IN 5'
LINE THICK BOND
TILES BEAM
BEAM
MIN. 9} - COVER
OVER ALL BARS
SEE NOTE #5)
ALTERNATE BEAM
FINISH DETAIL
jEXISTING
NEW OR
STRUCTURE
I
TYPICAL WALL AND
FLOOR WITHIN
SPILLWAY PER 6x6 GLASS —BLOCK ANGLE OF REPOSECONTRACTORSPOOLMOUNTEDIN2,500 psi
COPING PLAN CEMENT (IF SPECIFIED)
WATERUNE TILES
INTERIOR
POOL FINISH
3 REBAR ® 12'
O.C.E.W.
RAISED SPA DETAIL
PLAN EXPIRES 1 YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
Date -
LADDERS ARE TO BE
CROSS BRACED PER ESCUTCHEON
MANUFACTURERS SPECS PLATE
S.S. LADDER aD POOL
DECK
WATER io
SUP RESISTANT
JOINTS AS
WEDGE REQUIRED
TREAD SURFACE ANCHOR
ADDITIONAL CONCRETE
AS REQUIRED FOR
3' MIN. TO 6' MAX STURDY INSTALLATION
BETWEEN TREAD
AND POOL WALL
8 BARE, SOLID, COPPER
RUBBER CONDUCTOR TO SHELL
BUMPER REINFORCING
TYPICAL LADDER DETAIL
c
8 AWG COPPER WIRE
TIME
TO SERVICE CLOCK
SPST TOGGLE I W.P.
4'-0'
SWITCH y DISC.
JUNCTION 12V
hALL ELECTRICAL WORK
M M MUM J
J J ART. 680 OF THE
3 #12 IN }¢' LATEST ADAPTED NEC.
CONDUIT
12V/400W MAX. POOL LIGHT W/ LOW
WATER CUT—OFF OR 120 VAC. W/ GFI
PER NEC.
ELECTRICAL DIAGRAM
Drawn By A R PATTON & Specializing in
Associates, Inc. Residential and Commercial
407) 977-1892 Pools, Fountains and Features
PREMIER
POOLS OF 4572 PALMETTO AVE
CENTRAL WINTER PARK FL 32792
FLORIDA (407) 696-4744
INC CPCO56822
Swimming Pool Specification For:
G .0 N H. SHE)pARNO J, P.E.
FL 'PE, 1,9333
672 N. Semoran Blvd.,, Ste 204
Orlando; . FL 32807
Office: (407) 275-1099
Fax: (407) 275-1015 =Scole-one
KEVIN & DONNA WEIDNER
136 LAKE ADA CIRCLE
SANFORD FL 32773
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 Contractor's 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.
8. 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
reaches 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 6x6-1Ox10 W.W. Mesh.
4. (3) #3 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.
COMPACTED CONCRETE
SUBGRADE POOL DECK
1—#5 BAR CONTINOUS
4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH
1—#3 BAR VERTICALLY
1—#3 BAR CONTINOUS
1—#5 BAR VERTICALLY
AT 36" ON CENTER
N PROPOSED FINISHED
z o GRADE (COMPACTED)
D 4 MIN.
n CDi EXISTING
Ni GRADE
z l i-rr r
CONCRETE DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
1 I=1TI=1-
NO FOOTER
COMPACTED PAVER
BRICK PAVER
BASE MATERIAL POOL DECK
COMPACTED SUBGRADE\'\
1—#5 BAR CONTINOUS
8 '
4"0 CONCRETE PILASTER r'1
AT 5'-0" ON CENTER WITH 1 J
1—#3 BAR VERTICALLY
1—#3 BAR CONTINOUS
1—#5 BAR VERTICALLY
AT 36" ON CENTER
A = 12" TO 24"
a
B = Y4 x A (9" TO 18'
PROPOSED FINISHED
GRADE (COMPACTED)
4 MIN.
M
I EXISTING
Ni GRADE
T I„ —17
PA VER DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
Co
8" I 1—#5 BAR CONTINOUS
8" x 8" FOOTER
CONCRETE
PROPOSED
FINISHED
POOL DECK
GRADE
SDI
12" 2—#5 BARS CONTINOUS
8" x 12" FOOTER
PROPOSED
CONCRETE
FINISHED
POOL DECK
GRADE
711 —III
2—#5 BARS CONTINOUS
12"
12" x 12" FOOTER
BRICK PAVER
POOL DECK
SEE PAVER DECK
TURNDOWN DETAIL
FOR INFORMATION
NOT SHOWN
PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
AL TERNA TE PAVER ON TURNDOWN
DRAINAGE SWALE 1—#3 BAR CONTINOUS
1—#5 BAR VERTICALLY
AT 36" ON CENTER
Q
D -
f
1—#5 BAR CONTINOUS
A = 12" TO 24" BRICK PAVER
B = -Y4 x A (9" TO 18") POOL DECK
I
COMPACTED PAVER
BASE MATERIAL
R^ COMPACTED SUBGRADE
AL TERNA TE PAVER LOCATION
Drawn By: A R PATTON & Specializing in
Associates, Inc. Residential and Commercial
407) 977-1892 Pools, Fountains and Features
PREMIER
POOLS OF
CENTRAL
FLORIDA
INC
4572 PALMETTO AVE
WINTER PARK FL 3279E
407) 696-4744
CPC056822
NOV "' Zol
Swimming Pool Specification For
N
Date
RD N H. SHEAR Ot , P.E.
FL PE # 19333
672 N. Semoran Blvd.,, Ste 204.
Orlando, FL 32807
Office: (407) 275-10"99
Fax: (407) 275-1015 Scale: None
KEVIN & DONNA WEIDNER
136 LAKE ADA CIRCLE
SANFORD FL 32773
Rev 4 — 4/15/09
Full A/C
Dig &
R SK
00V *
c XI' k
No WorK on
Covered Lanai
Weidner Residence
x
r
f u
Leave Insert
ELEC 60'
Homeowner's Responsibilities: Prior to start of construction
all landscaping and sprinkler systems in areas of access and
pool construction must be removed by homeowner ... If pool is to
have a gas heater of any type, arrangement for delivery of
storage tank and/or hookup is the responsibility and expense of
the homeowner ........ as is any resodding or.re-landscaping.
rPre7nzer (Pools of Centraf rTCon A znc.
4572 Palmetto Avenue
WI.iter Paris, Florida 32792
Phone: (407) 696-4744 Fax (477) 696-5557
CPC056822
MAX. WIDTH: 14 ft. MAX. LENGTH: 2 ft. DEPTH 3 to S
POOL: SURFACE AREA 25o Sqft. PERIMETER: Coo Linft.
SPA: SURFACE AREA Sgft. PERIMETER: Linft.
PREP WORK S"SIbPJE DECKING
EXCAVATION: Type y'LA-L- TYPE: A f?Jt UL Sgft. (CM
REMOVAL: DIRT: "tAL)L OTHER: '— Sgft.
STUMPS # — Size — " TOP EXISTING: Sgft.
CONCRETE: — Sgft. DECK-O-DRAIN: ` 2- Linft.
TRASH: # — Loads FOOTERS {Normal) 82- Linft,
FENCE: Removed by Thicken Edge: 6" Linft.
Replaced by " 12" — Linft.
GRADING: When #hrs "
AS V3V DAD 18" unit.
STRUCTURAL WORK
Angle of Repo" Engineering --' Linft.
8 Bond Beam (Stone /Brick) --' Linft.
Steps/Swimout over 30-ft Linft.
RAISED BEAMS 6" Linft.
12" . Linft.
18" • Linft.
24" — Linft_
CANTILEVER (Total): (4JD Linft.
OTHER EDGE:
Type '—' Linft.
BANDING: Yes No
STEP RISERS (Regular) Linft.
Cantilever/ble) Linft_ I,
24" Linft.
BEACH AREA: Shallow Deep _
TILE: Waterline 16' z 61 r fti QCF M/D
EDGE TILE: Yes —No x s(bTCR2S
INTERIOR: )' A(LQJtS
COLOR: hLkJ`T S Wk-K
THERAPY SPA
iNSiDE OUTSIDE _ Size Sqft.
Includes: Be h, Step, # Jet
DAM WALL ft. Spiilway "Wide
LIGHT: Type
PaoUSpa Control
HEATER: Nat. Gas pane
BTUs
EQUIPMENT & ACCESSORIES
FILTER: CAV-1— SIZE: 175
MAIN PUMP: 07A'X [D 1-0 HP
Addt'I PUMPS: — h hp
LIGHTS: # I Tyoe
CHLORINATOR f1
CLEANER:1y1 0 AI - CCLJ l`JK 42A_
HEAT PUMP (5-Ton) Yes No
SOLAR # PANELS — Control '—
WATER FEATURES: _
CHILD F
L)k#2-m: CMISC
r
EL EC. RUN (Meter to Equip) unfL PLU1IIBING (Equip to Pool) zo unit.
BUYER 13jease Initial
Approve the Above Specifications:
o
Approve the Equipment Location: t— p
Prepared By:TCL`D 1LD1rJ Exclusively For:
Name: KiYIIJ lDNW
Address: 1706 LAKtAbAC-I ur- City: SAn Zip 9VI-13
Home Phone: —Work: 3 1-ggI — z151 Cell `0?-y(0 -rj5%
Permit to be secured from:
Lot: « Block:. __
tr_nSubdivision:
Plat Book: 2rl _ Pages: "PR of _S Y1iINtA
SCALE: I" = i ' "
SCREEN ENCLOSURE: Size r 'x 1j
l)
x
STYL
M
COWR
Tooth Gallonage:
WALL, G,
Gals.
INSERTS
a Customers Signature: Date- U 1U 10 ..
IIINti aullmentommomenIRUN HIM
NARYWW NORSE, CLERK OF CIRCUIT COURT
THIS INSTR PREPARED BY: SEMINOLE COUNTY
Name: BK 07488 Rg 1501 Qpg) A dCOss: ,ERK' S # 2010138453
1 :- EMINOI.L' COLINIlt DED 12it0/8010 11116153 Ail
to of Florida RORIDA'5 NATURAL. crual -
RDINS FEES 10.00
RECORDED BY T Smith
NOTICE -OF COMMENCEMENT
Permit Number Parcel ID Number (PID)
The undersigned hereby gives notice that improvement. will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement.
DES C IPTION OF P PERTY (Legal description of the property and street a ress f available)
GENERAL DESCRIPTION OF IMPROVEMENT /CROIJrVD 5VfM yv I N F®®L
jam,... -
OWNER INFORMATION CLERK OF CIRCUIT COURT
Name and addres
SEMINO E COUNn• FLORIDA
I. / CLERK
C TRACTOR DEC 0 6
Name and address: pfi,6#210PDD S F N%R/ - F O/ i C . y5
a AHZ_1T) F7T 1 Ry&Vur. i i rER P eK F 3 9 Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by
Section 713.13(1)(b), Florida Statutes. Name
and address: I In
addition to himself, Owner Designates „ 1 of ttl--
To receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement: The
expiration date is 1 year from date of recording unless a different date is specified. WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13 FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. I 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 ATTORNEI BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE
OF FLORIDA % COUNTY OF SEMINOLE OWNERS
8IGNATURE OWNERS PRINTED NAME NOTE:
Per Florida Statute 713.13(1) (g), owner must sign...... and no oneNlse may h ermitted to sign in his or her stead." The
foregoing strument was acknowledged before me this iCZ___ day o f , R_ , 20 / by
Who is personally known to me Name
of persdn making statement OR
who has produced identification i J 252L--5T_)6 ' 70 ` 0 9 -- 0 type of identification produced VERIFICATION
PURSUANT TO SECTION 92.526, FLORIDA STATUTES. UNDER
PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE
TRUE TO THE BEST OF MY KNOWLEDGE ARID BELIEF. NATURE
OF NATURACPERSON SIGNING ABOVE ap''
RY
PUBc• NIICIIELF COLEE (3ERGER NIY
CONIMISSIOM # DD71_1809 rfYl-
tidF.) IA NNFS; Sept. 1).2011 407) •;''•
d 015(i Finrlde Notory Sorvice,com