HomeMy WebLinkAbout136 Wheatfield CirRECEIV'IV:
FEB 0 7 2011
BY:
CITY OF,SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
r
Applicatiiion.No: I / Documented Construction Value: $ t 2
Job Adcfr i18,af'it.1 -ae/cue Historic District: Yes No X.
Parcel ID: 3 2 -1 i - 31 - 15 11 ^ coo, • 01) 9n _ Zoning:
Description of Work: .S
Plan Review Contact Person: jQAi(A'-4*"4rmml , Title:y
Phone: t wUl 095o Fax: 321• 9i2-Q151 E-mail: QLNCC &a; OW LS.COm
Property Owner Information
Name C nri lhQ.2 I
Street: _ 13% W V104 'fi41o1 t i rc.1c.
City, State Zip: ` 0014'tCot CL 3 211 1
Phone: 40-01- g 139
Resident of property? :
Contractor Information
Name Bcivahc. lnAwaf;ons Inc Phone: 40-1 9 a__Oc15O
Street: ZBLtlo KJ i tla„, .trCLC.B. Fax: 3 2.1 T72.-9 1 59.
City, State Zip: C='S 4LI6Vr y CL 32'19? State License No.:
Architect/Engineer Information
Name: L; l C
Phone: 35 Z • 3yLj 2 sgo
Street: Q20
Ll
Sunset Shores 0, Fax:
City, St, Zip: 1 1t_ li AA P_a L 5 E-mail:
Bonding Company:
Address:
Building Permit V
Mortgage Lender: NO
Address:
PERMIT INFORMATION
Square Footage: -31 1 Construction Type: 6*L)Aik . No. of Stories: No.
of Dwelling Units: Flood Zone: X Electrical
p poub R" Plumbing R] P&4 p(WY43?`ru-) New
Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical (
Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: e
t C'`
v
d
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 alt 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.
Signature ofOwnV/Agent '
Print Owner/ nt's Name
Si ty of Notary- to of Florida
2-1
Date Signa re o tractor/Agent Date
Print Contra /Aeent'sltTmel , iI
LORRAINE K CHAMBERS
MY COMMISSION # DD684265
EXPIRES J rT 2011
OWN en 1SFlodda o n t0 a Or
Produced ID T?pie o
APPROVALS: ZONING: V' UTILITIES:
ENGINE 2 ' '
FIRE:
COMMENTS:
tignature of Notaryy-State of Florida Date
LORRAINE K CHAMBERS
MY COMMISSION # DD684265
EXPIRES June 1 1
407) 398.0153 Floddallo Service.com
Contractor/Agent is Personally Known to e or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $
Job Address: I 3 LP ()J' kWA__. Q A Ci Historic District: Yes No a
Parcel ID: `'1 - 1 ' c5 0 Ulm " v Zoning:
Description of Work: 0
Plan Review Contact Person: d-(In i tz- L L' Q-( mj I Title:
Phone: ( q J D Fax: Z - 2 - R I S E-mail: 10 ni S, C M
Property Owner Information
hl,,
Name i i S .eut I
Phone: `--VU1 101 .
Street: ( ( L;. l l C Resident of property? : S
City, State Zip: Sul-c6rok
Contractor Information
II `
Name 0 `G-rl, .S Q l r' i Phone:
Street: 31 ") W ')-tcA L&I -[ G Fax:
Lio- 3 I oo8
City, State Zip: no i o-& CL. 3 21 S State License No.: W 2
II
Architect/Engineer Information
Name: N l R
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit 1
Square Footage:
No. of Dwelling Units:
Electrical v ` Wl pwmp
New Service - No. of AMPS:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: No. of Stories:
Flood Zone:
Mechanical (Duct layout required for new systems)
Plumbing
New Construction - No. of Fixtures:
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 io 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.
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
Date:
1 here
POWER OF ATTORNEY
02 6 -I ZO I j
by name and appoint jar,i (,,,e_
Of 06-U---c 1,011Q J 4 1bnQ 1 c to be my lawful attorney
In fact to act for me and apply to the
Building Department for a LQ"c { V j L /Y1 ,` - permit
For work to be performed at a location described as:
Section 3 Z Township_ Range 3 L Lot Block
Subdivision
r\' S -V t
of Property and Address)
and to sign my name and do all things necessary to this appointment.
Ty r Pr' t Nam of Re ister. r Certifie Contractor d Contractor's License Number
Signature of Register -or Certi Con
ictor rTheforegoinginstrumentwasacknowledgedbeforemethis11dayofI Z b of 201L
Who ersonally known to e/who produced
As identification and who did not take oath.
State of Florida
County of IA-L-
No y Pu ic, O n ounty, Florida
ON )684265
tuna _011
40i)I N. arySo:, a.com
2/ 12/2008
Seal
LORRAINE K CHAMBERS
I ;•:
MY COMM16SION # DD684265
EXPIRES June 11, 2011
FioddallotarYSON".com407) 398-0153
AQUATIC INNOVATIONS. ' Inc. CPC 056664 ,
2846 Willow Bay Terraced sselberf , FL 32707 11 Phone: 407.228. i011 Fax: 321-972-9159
SWIMMING POOH. AGREEMENT
Aquatic Innovations, Inc. ("Seller"), a Florida corporation whose address is: 2846 Willow Bay Terrace, Casselberry, FL 32707
herebyagreesgrees to construct for and sell to: ("Buyeris") Christopher.S. and Carrie A. Keeling
Vftse address is: 136 Vllheatfield .Circle,, Sanford, FL 32771
The swimming pool and related equipment described below (herein collectively •called the "work") to be installed at this location:
Construction address is: 136`Wheatfteld Circle, "Sanford,,.FL 32771
CONTRACT PRICE: 28,300.00 onstruction
aw Schedule
20%o D"ue Upon Signing Agreement as'a Deposit 0"Cash Check #1`SDate:5,650.00
35%. Due Upon Completion. Of Exca"vat on ;and Steel. Rebar Placemerit 9 905.00
35% Due -Upon Completion Of:Gunite.Concrete ,Pool Shell Installation In 9 905.00
10%"Due Upon Completion Of Decking Installation; •Less $50000 2,330.00 Contract -
Balance Due Upon Chemical And.Mechanicaf 5tartu'p Of Pool SOO.Oo Total
of Pa28,30000 TCf
THE BUYER: For your protection, all checks mustbe!.made payable to"Aquatic Innovations; Inc." to ensure that all li n releases, warranties andguaranteesgrantedtoyouunderthiscontractaremet. Please Initial: -Cwr Please Initial: AQUATIC
INNOVATIONS, INC. to supply the following basic items to BUYER: 1.
Pool'plans. 2.Pool permits. 3.Excavation and soil removal on -day of excavation only. CGrading:of,•pool-site. 5.Design'of steel, reinforcing::6.Main drain per code. 7.Equipment within 35 feet of pool. B.Flexible hose backwash line, 20 feet (with_D.E. filter). 9.Concrete gunite pool structure; BUYER to water -cure shell and
fill pool promptly after interior •finish. 10.Steps, benches and beach areas per ,signed plans. 11Finish interior with 'buyer. selected °material. 12.Maintenance
test strips: 13.Vacuum head, hose, pole, brush and net. 14:Electrical'hookup of all pool equipment, bonding and GFI, if required. Enlarging, upgrading, changing, or removing of electric. service, and moving overhead wires are not included and are at the sole cost and responsibility of .the buyer. 15.Poolmaintenancemanualandwarrantypackage. 16.Initial chemical. start-up and pool school" instructions. 17.Access wall or fence to .be removed by homeowner, andreplacedby -homeowner and. -..temporary construction fences provided. by Aquatic. 18.BUYER is to provide any and allaervices, equipment, removal=ofobstacles,demucking, electrical and water;' and fillbeyond thatiobtained from excavation along with any grading or compaction services, fill. No
additional
workshallbedonewithoutpriorwrittenauthoriiadonofBuyer: Any'such authorization shall be on an "Extra Work Order form detailing the agreed terms and reasons for such changes and shallbeapprovedbysuchparties. The contract is to be aimed _' i. if M.n 1 uy ouyer
co iec:nereunaer. This AGREEMENT is
subject to ARBITRATION"'under the COMMERCIAL' ARBITRATION RULES of`the AMERICAN'ARBITRATION' ASSOCIA ION: Please Initial: CS °
Please Initial: NOTICE OF RIGHT
r0 RESCIND: Pursuant to Section;520,72 FLORIDA STATUTES,.you have the.nght to rescind this contract, To exercise this right. you must givenoticeinwritingofyourdecisiontorescindtoAQUATICINNOVATIONS, INC. by,either certified mail or registered mail on or before midnight of the:third (3rd) business day following the execution of this contract. NOTE TO THE
BUYER: DO NOT SIGN THIS CONTRACT BEFORE YOU READ IT OR IF ITCONTAINS ANY`BLANK SPACES. YOU ARE ENTITLED TO'AN EXACTCOPYOF"THE CONTRACT YOU HAVE SIGNED rDO NOT SIGN THIS CONTRACT UNTIL YOU -HAVE 'READ IN FULL AND UNDERSTAND THE ADDITIONALTERMSAND"CONDITIONS TO'rHIS CONTRACT 1NHICH'ARE CONTAINED ON PAGE TWO (2) OF"THIS• DOCUMENT AND ALLOFTHEREPRESENTATIONSMADEORALLY„ARE CONTAINED" HEREIN AND`NO ORAL REPRESENTATIONS HAVE BEEN " MADE EXCEPT THOSE-THAT"ARE-SPECIFICALLY; (NCLUDEb HEREIN " Accepted ByBuyer A/
Jj' Accepted BY/Co Buyers y Accepted BY.:: n . , rn d
ALYV YQ
Ilium l3uM0tdlillfltillInINNIi!@I Permit
No. Tax
Folio No. Z-L9 - • 51$Ocoo" Oa90 NOTICE
OF COMMENCEMENT State
of Florida County
of Seminole 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. 1.
Descri tion of property: (legal description of the pro erty, and stree add Q+
9 eLake 5 _f hxQj i i A A (.I VCr 2. General
description of improve 3. Owner
information: Name:_ Address: I--
J 91 t i I ir ns- b: Interest
in property; O u5 Ae r C. Name
and address of fee simple titleholder (if other than Owner): Name: Address 4.
Contractor'
Name: tc-nraau a c. Address:
Z $` L,- W i It e , r .. 5. Surety
Name e4 [A' MARYANNE MORSE,
CLERK OF CIRCUIT COURT SEMINOLE COUNTY
BK 0752*
4 Ag 05431 Opg) CLERK" S #
t 01 10 135 0 G RECORDED 02/
07/ 2111 i 1: c3:15 AN RECORDING FEES
10.0 RECORDED BY
T Smith ON if
available)
Phone number:
46-12.7A 00150 7 Address:
b.
Amount
of bond: $ 6. Lender:
Name: N Address: b.
Lender'
s phone number: Ta. Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8.
a.
In addition to, himself or herself, Owner designates of to receive a copy of the Lienor's
Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone
number of person or entity designated by owner: 9. Expiration
date of notice of commencement (the expiration date is 1 year from the 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 1, SECTION 713.
13, FLORIDA STATUTES, AND CAN 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 ATTORNf Y BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature
of
Owner or Owner's Author] ed f icer/Dire or/Partner/Manager Si natory's Title/Office The foregoing
in ument was acknowledged be re me this IS+ day of Clio year, by (name'of pers'onj as t pe of autlp( ... .g
officerste ., attorney in fa t) for (name of party on LORRAINE K CHAMBERS
SEAL) `= MY COMMISSION #
DD684265 SIgiiature ofNotar Public
EXPIRES June 11, 2011 Personally Known OR
Produced Identification ao1j3' 13 Fdtt YtB servce.coim Verification
ursuant to
Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts st
d ip, it ar e.tttyetp the best of my knowledge and belief. Signature of Nab
Rev. date 3/
2008 Signing Above (HIS
WE MENT PfoAAED
BY.
ratlc A 4lo
9
Permit Authorization
I, Patrick Rothermel hereby authorize 10ill. 1fi7(
Authorized Person -Please Print)
To obtain a permit in my behalf under my liscense # CPC 056664 for the job described below:
Type Permit Description
Building Owner C4\ ,r ;
Electrical Site Address I S% W 4 e.aa::(ka Cr o-
Plumbing Sam-64 k
HVAC Tax Parcel # 3 7 . (9 -
Roofing
Pool
License Holder Signature)
Other
7
Date G•/- 2,01/
State of Florida
County of Seminole
This foregoing instrument was
By Patrick Rothermel, who K]
me this 2 -I J 20 11
e or produce as identification.
S' atul of person taking acknowledgement) Date
Z `
Lorraine K. Chambers
Comm# DD684265 LORRAINE K CHAMBERS
Expires 6/1 1/201 1 ';- MY COMMASION # DD684265
EXPIRES June 11, 2011
407) 3i' -0153 Florldallotaryservice.com
Seminole County Property Appraiser Get Information by Parcel Number
e
Page 1 of 1
oxvm Jomj4WA.,cr^, ABA
PIRg' RERRTY
S tINOtE C,t3'NTY F1.
1t01 `.FIRS75T
SANFORd,
407
Fi 3277t-7468
5C5'J508
7RMTC ' I 1:5
GENERAL
Parcel Id: 32-19-31-518-0000-0090
Owner: KEELING CHRISTOPHER S & CARRIE
Mailing Address: 136 WHEATFIELD CIR
City,State,ZipCode: SANFORD FL 32771
Property Address: 136 WHEATFIELD CIR SANFORD 32771
Subdivision Name: CELERY LAKES PHASE 1A
Tax District: S1-SANFORD
Exemptions: 00-HOMESTEAD (2011)
Dor. 01-SINGLE FAMILY
k Te
TRAC'! ?+
VALUE SUMMARY
VALUES 2011
Working
2010
Certified
Value Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 111.920 122,883
Depreciated EXFT Value 0 0
Land Value (Market) 19,000 19,000
Land Value Ag 0 0
Just/Market Value 130,920 141,883
Portablity Adj 0 0
Save Our Homes Adj 1 0 0
Amendment 1 Adj 0 0
Assessed Value (SOH) 1 130.9201 141,883
2011 TAXABLE VALUE WORKING ESTIMATE
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 130,920 50,000 80,920Amendment1adjustmentIsnotapplicabletoschoolassessment) Schools 130,920 105,92025,000
City Sanford 130,920 50,000 80,920
SJWM(Saint Johns Water Management) 130,920 50,0001 80,920
County Bonds 130,920 50,0001 80,920
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
SPECIAL WARRANTY DEED 07/2010 0741b 0312 $150,000 Improved No
CERTIFICATE OF TITLE 04/2010 07363 0681 $100 Improved No
2010 Tax Bill Amount: $2,041
SPECIAL WARRANTY DEED 12/2006 06529 0697 $288,200 Improved 2010 Certified Taxable Value and Taxes
Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value
LOT 0 0 1.000 19,000.00 $19,000
PLATS: Pick...
LOT 9'CELERY LAKES PHASE 1A PB 67 PGS 98 & 99
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
Building
Sketch 1 SINGLE FAMILY 2006 13 1,364 3,540
New
3,012 CB/STUCCO FINISH $111,920 $114,790
Appendage / Sqft GARAGE FINISHED / 396
Appendage / Sgft OPEN PORCH FINISHED / 132
Appendage / Sgft UPPER STORY FINISHED / 1648
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, BaseSemiFinshed
Permits
shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. sed a homesteaded property your next years property tax will be based on .lust/MA.k.t 1,,e
http://www.scpafl.org/web/re_web.seminole_county_title?parcel=32193151800000090&c... 1 /31 /2011
Residential Swimming Pool Safety Act
Requirements Section 515 F.S.
Owner C-kr i 5 N-g L
Project Address 13 8 Q VQJ " e3 • " rX Ft, 3Z-01
Contractor u"- Z :T n W46-bi%r l-'sc-
I have been informed by my contractor that prior to final inspection and use of my pool, I
will need all inspections and fencing required in accordance with applicable state and local
regulations. The 2004 Florida Building Code Residential requires pools to be enclosed by
an enclosure meeting the requirements of Section R4101.7. In addition, the 2005
Legislature created the Residential Swimming Pool Safety Act. Effective Octoberl, 2005,
residential swimming pools must meet at least one of the following pool safety
requirements.
Please indicate your method of compliance by checking one of the following:
The pool must be isolated from access to the home by an enclosure that meets the
pool barrier requirements of s. 515. 29 F. S.
The pool must be equipped with an approved safety pool cover.
All door and windows providing direct access from the home to the pool must be
equipped with an exit alarm that has a minimum sound pressure rating of 85 db A at
10 feet.
All doors and windows providing direct access from the home to the pool must be
equipped with a self -closing, self -latching device with a release mechanism placed
no lower than 54 inches above the floor.
Pool height is a minimum of 48" above finished grade; grade surrounding pool shall
be level for a distance of 4 ft. from edge of pool; and a removable/lockable ladder
shall be used.
According to Section 515.27 F.S., a person who fails to equip a new residential swimming
pool with at least one pool safety feature as required above commits a misdemeanor of
the second degree, punishable as provided in s. 775.082 or s. 775.083.
Except that no penalty shall be imposed if the person, within 45 days after arrest or
issuance of a summons or notice to appear, has equipped the pool with at least one safety
feature as required above and has attended a drowning prevention education program
established by s. 515.31 F.S. However, the requirement of attending a drowning
prevention education program is waived if such program is not offered within 45 days after
issuance of the citation.
I also understand that steel and ground and deck inspections are required in addition to
the final inspection.
Inspection access to the interior of the home is required if alarms on windows and
doors or if self-closing/self-latching doors are used to meet the above requirements.
Signature er Date Wi ess Signat /Date
i
Signat a Contractor Date Witness Na a (please pri ) Date
iFii'd < i x acknee Owner/.O 6 s
POOL SPEC9,
mq,P'iF6Y
ryyj,,Jy
R. A q d.`F _ Ae I lT."':!.%I' p. I TER". L
SUE;
Bench NYC-{a!F e
F
P1r
E -
T .!
o"najm. A11. F,yTlY4l:..
cmTai Cf.B r`
acpW
en r obm•!t GXA3'
1#
O•mlR'if RETuapy i i'•
f vp99
1492,
1.
2-4 dg lbpof, Skim
f .gp Tin, epv
Gp grtry ec pyy ! fa •.. 1 4.
sA'4f'F* e.. Tki±!! RM 3.N1 1 f01L'LII.l
iA3'
l i n
k .. 3 F Fg
K ®.
f;. 'ft jF{y
q
g fly T j F uf e ®T 1!`1'bS ^!E!y.. 1"!F} . ,.. . .... 4f f ''{y1 T `F i cR asa!"PiiT
1R
i Y F1 NEA!'
4t
Std. i ,,4-'M POOL M M 1N
XXIMMER.' Yes 3
S `
md 'oI
Wi i .AA. Sell
NsiiVTT4', f a Coy Rantp,`
y,
i .
y. ,. 9UY 6"I 3f!`2^ as F '..R'Sh.'
3 r«a n.. '"TeiLZGe
Pius
Cfeanfi
ln- Irb-o i; efi li }
Poe t Bench I r Wmtth r OFCK
DECK IE' Siand Set
e
0'-,WO I: PtdiOnC+ret8 Buick ° $tat + _ate
VAQ tKUWd, ate- M EATER.-
WOO
n-
ica-
I
ANSI/ASP — 7 2006 specifies three methods for determining the maximum system flow rate.
The following simplified TDH calculation is one of the three methods.
Simplified Total Dynamic Head Calculation Worksheet
Determine Maximum System Flow Rate
Minimum Flow Rate: 35 gpm Per Skimmer
Calculate Pool Volume
Surface Area .- %_ f_
x
Average Depth -7 1 O
x
Gal/ cubic foot 7.48 1
2) Turn Over Time
Number of Hours 7 _
x
60 Minutes
3 Determine Maximum Flow Rate
Volume 11 i aC7_
Divided by
Turnover Minutes !
Add
Feature Flow Rate 1 /
4) Spa Jet Flow Rate
Number of Jets
x
Jet Flow gpm per Jet
Total let Flow Rate gpmTurnovertimeinMinutes
Total Volume in Gallon.A:0 System Flow Rate
Determine Pipe Sizes
Branch Piping to beasn inch to keep velocity @ 6 fps maximum at _ gpm Maximum System Flow Rate
Trunk Piping to be c2n inch to keep velocity @ 8 fps maximum at t"
J
gpm Maximum System Flow Rate
Return Piping to be C:1Z inch to keep velocity @ 10 fps maximum at gpm Maximum System Flow Rate
Determine Simplified TDH
1 Distance from pool to pump c:;' 41 feet
2 Suction Pipe Friction Loss per Foot: Pipe size inch, Gallon Per Minute 0 V - _ + From friction loss chart3ReturnPipeFrictionLoss .p r foot: Pipe size inch, Gallon Per Minute _ « From friction loss chart
4. Suction Pipe Length 62`y X Friction Loss 614 Suction Pipe TDH i A10
5 Return Pipe Length X Friction Loss 6 • l//to = Return Pipe TDH l&
Piping TDH: C J
Filter loss in TDH (from filter data sheet):
e
Heater loss in TDH (from heater. data sheet): hl,i
Total all other loss: 4 f r
TOTAL SIMPLIFIED TDH: 1'
Selected Pump and Main Drain Cover
Pump Manufacturer and Model PA'' ,zo
Pump Size In HP
use pump curve for Simplified TDH & System Flow ate)
Main Drain Cover Manufacturer & Model 8 +° yj4A--,-. c.J
System flow Rate must not exceed approved coder flow rate)
Check all that cooly
suction outlets @ gpm max. flow
3 suction outlets @ gpm max flow
Channel Drain @ gpm max flow
1R Q.inG U
Total Dynamic Head Calculation Options
Choose o
Simplified Total Dynamic Head (STDH
Complete STDH Worksheet — Fill in Blanks
Total Dynamic Head (TDH)
Complete program or other calculations Fill in required blanks on worksheet and attach calculations
Notes
1. If a variable speed pump is used, use the maximum 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 approved maximum flow.
4. See installation instructions for the number of ports to be used.
5. In -Floor suction outlet cover / grate must conform to the most recent edition of ASME/ANSI A112 19 8 and be
embossed with that edition approval
6. Pump and filter make, model, and location cannot change without submitting a revised plan and worksheet
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
Velocity — Feet Per Second
Pipe Size 6 fps 8 fps 10 fps
1" - 16 gpm 0.14' 21 gpm 0.23' 26 gpm 0.35'
1.5" 37 gpm 0.08, 50 gpm 0.14' 62 gpm 0.21'
2" 62 gpm 6.06' 82 gpm 0.10, 103 gpm 0.16'
2.5" 88 gpm 0.05, 117 gpm 0.09, 146 gpm 0.13'
3" 138 gpm 0.04' 181 gpm 0.07' 227 gpm 0.10,
4" 234 gpm 0.03' 313 gpm 1 0.05, 392 gpm 0.07'
6" 534 gpm 0.02' 712 gpm 1 0.03'
The In Ground Swimming Pool will receive 4 inspections. In addition to items usually Inspected the following points will
be Inspected:
1. Steel and Ground
a Main Drain location
b. Piping sizes (Branch, Trunk, & Return)
2. Deck
a. Typical items inspected at this time
1 Barrier & Final Electric
a.. Swimming Pool must be empty
b.. Main Drain covers must be with the pool pump
c. Barriers must be installed
d. Final Electric
4 Final Pool
a System must be operating
b Verify TDH
c, Verify pool equipment installation
d.. Pressure and Vacuum gauge installed
W
0
Q
W
N
NJ
Y
a
r.r
V7
a
TOTAL DYNAMIC HEAD IN FEET CONVERSION CHART
INCHES MERCURY (VACUUM GAUGE)
0 1 2 4 6 8 10 12 14 16 18
0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 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
3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3
4 9.2 1 11.5 13.8 16 1 18.3 20.5 22.8 25.1 27.3 29.6
5 11.5 13.8 16.1 18.3 20.6 1 22.8 25.1 27.4 1 29.6 31.9
6 13.9 16.1 18.4 20.6 22.9 1 25.2 27.4 29.7 1 31.9 34.2
7 16.2 18.4 20.7 23 25.2 1 27.5 29.7 32 1 34.3 36.5
8 18.5 20.7 23 25.3 27.5 29.8 32 34.3 36.6 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 25.4 27.6 29.9 32.1 34.4 1 36.7 38.9 41.2 43.4
11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8
12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1
13 30 32.3 34.6 36.8 39.1 41.3 43.6 45.9 48.1 50.4
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 1 45.9 48.2 50.5 52.7 55
16 37 39.2 41.5 43.7 46 48.3 1 50.5 52.8 55 57.3
17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6
18 41.6 1 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9
19 43.9 1 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2
20 46.2 48.5 50.7 53, 55.2 57.5 59.8 62 64.3 66.5
21 48.5 50.8 53 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 1 62.1 64.4 66.6 68.9 71.2
23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5
24 55.4 57.7 60 62.2 64.5 66.7 69 71.3 73.5 75.8
25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 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 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85
29 67 69.3 71.5 73.8 76 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 76A 78.4 80.7 82.9 85.2 87.4 89.7 92
32 73.9 76:2 78.4 80.7 83 85.2 87.5 89.7 92 94.3
33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 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 1 83.1 1 85.4 87.6 1 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
System Flow Rate s V GPM
Pipe Size Branch Trunk Return
Total Dynamic
Head
Pump Model #
Main Drain Cover I Model # („ C ' Ll
System flow rate must not exceed approved cover flow rate
alj' ( Jai
SIZE ft "TING 3
Ganplialve !Full OpenI O.b0.7 0.9 2 13 C'
Elbow:- 90' 3.6 4:5 53 6.7 7.5 U 93 11.1 13.1
Elbow 4.5' U 0.9 1,4 1'1 2 2. B, 3,11 4. i f I
Tee t5ttaigMt Thru) E8 2.5 13 43 11.1 Uq 9:3 12.1 117"1
lee (I hfu Side; 43 5.4 6,11 8A 10.0 12 3,() 1,
Swing (heck Valve 81 3.9 11,41 13.1 15.2 19.1 22.0 27.1 38,2
MEM
omprk 11 GPAt lea. Lc,-w ft,
Main Drain I ii,," Outlet 20 0.5 Skirnrr.-et 'Vj' Outlet 10 25 sq. ft. 18.75
Win,13IMN2"Oullet 30 1'0 Skimmer 1 !,67 O-jilm 30 2.0 35 sq.. ft, 26.25 10
Main Drain I SS" Outlet 40 1.' Skimmer ,iOullet 40 0 tio so. ft. 37.50 43 Mlaift '
Drain I KV Met 50 2.0 Skimmer I li' Outlet so 4.0 70 sq, ft, 52.50 7,5 Win
Drain I V, Outlet 60 2-5 Skimmer 1 V)" Outlet 60 5,5 75 so, ft. S6.25 8. 01 00
sq, ft, 115.00 7.5 Main
Drain 2'Outlet 40 1.0 Skimmer 2' Ouflm 2i% Main
Drain 2"Outift so I'S Skimmer 2" Outlet 30 1.0 Main
Drain 2" Outiet 60 10 Skimmer 2" Owlet 4 u2.0 Main
QraM2"Outlet 70 3.0 Skimmer 2" Outlet so 3.0 Main
Drain 2" Outlet Be U Skimmer 2" Outio 60 4.0 Skimmer
2'" Outlet 70 5.0 Heater
7.G av" skunrnet 2." Ouilct 80 6.0 0
Jet
orifices sized from 1/4" to 1 1/2" work better at a lower PSI. Use legend to size properly. JET
FLOW CHART LEGEND:
V
E: AK
100
90
80
70
60
0
LIL3 50
a; 0
B 2 40
0
30
20
10
0
0
HAYWARD POOL PRODUCTS KLL65 L 6
PRODUCT: SUPER PUMP
ISSUED: 03/26/09
SP2621X25
4—
SP2 615X20
SP26 0OX5
I i I
S (Low Spd)
SP2607X1 02S LowSpd)
4--
SP261OXI 2S (Low Spd) SP260t7
SP2607X10
SP261OX15
10 20 30 40 50 60 70 80 90 100 110 120 130 140
Flow (GPM)
20
18
16
14
6
4
2
0
0
HA AR® POOL PRODUCTS p l n dabPRODUCT: STAR CLEAR PLUS
ISSUED: 03/30/09
C900 C1200
C1750
00
0-10
T-
000
0010
t
10 20 30 40 50 60 1 70 80 90 100 110 120 130
Flow (GPM)
rSKIMMER
i
REINFORCING:
3 REBAR GRADE 40 @ 12 O.C.EM TO 8 DEPTH
3 REBAR GRADE 40 @ 6" O,C.E.W, OVER 8' DEPTH
TIE INTERSECTIONS W/ 16 GAUGE WIRE
ALL BAR LAPS AT 16" MIN.
SHELL DETAIL
DUAL MAIN DRAINS
MAIN DRAIN COVER: HA;t WARD WG 1154 AV PUMP
POOL
SHELL
MAIN DRAIN
BRANCH PIPING
LINES
MAXIMUM FLOW IN SUCTION LINE IS 5 FPS
SEE ANSI/APSP-7 2006
MAIN DRAIN COVER MUST MEET ASME/ANSI Al 12.19.8 ,OR
EQUIVALENT)
MAXIMUM FLOW IN BRANCH LINES IS NORMALLY 3 FPS.
WITH ONE DRAIN STOPPED FL aW WILL NOT EXCEED 6 FPS
N OTHER BRANCH LINE,
DIMENSION REMARKS
A UP TO 40
B 7
C 15
D MIN. OF 8
E MIN. OF 7 APPLIES TO
F MIN. OF 8 % DIVING POOLS
G MIN. OF 5 1 ONLY
H MIN, OF 3
700 SQ. FT. MAX
30,000 GAL. MAX.
4 CONCRETE DECK
W/ 6x6xl0 `+"r,V"J.M BONDED
TO BEAM
UNDERWATER LIGHT
WITH LOW WATER
LEVEL CUT-OFF
3000 PSI GUNITE OR SHOICRETE
LIGHT NICHE (D29 DAYS WATER CURE
GROUNDED PER WITH #3 REBAR 12O.C.E.W,
N.E.C.
I MAINTAINING 2 COVER
I
1
WALL SECTION
POOL SIDE DECK THICKENED EDGE DETAILS
i
POOL. SLAB SLAB AND FOOTINGS:
i 2500 PSI CONCRETE
8, GRADE 40 REBARII.
5 BAR MAY BE USED
I iN LIEU OF (2) #3 BAR
SUCTION PIPEWORK DIAGRAM
FOR SKIMMER DRAIN SYSTE VI i; \ (2) #3 REBAR OR
COMPACTED EARTH
I
PUMP
I
SKIMMER 4" POOL SLAB-, 2" PVC
LINE TO II 4
SIR 2" PUMP
POOL —'"%AX 1 I I
SHELL— I
COMPAI, rED EARTH
TYPICAL POOL SECTION, TYPE 3
8;
BRICK P VF
a
CON1Pi CTED EARTH '2) #3 REBAR
BRICK :'f\VEI<S —7 12"
L_(2) #3 REBAR
COMPACTED EARTH
ALTERNATIVE `\&'ALL SECTIONS
PAVER DECKING
COPING
OR BRICK '=, COPPER #8 WIRE
16 TO 24" FROM WATERS
EDGE, 4 TO 6" DEEP
2" (FOR GROUNDING PER
6" TIL NEC 2005, SCN 680.26)
ih (2)#3BAR
3" FROM TOP OF BEAM
3 BAR
12" O.C.E.W.
6" SHELL
SPA DETAIL
GENERAL NOTES
1 . POOL SHELL HAS NOT BEEN DESIGNED TO RESIST POSSIBLE
HYDROSTATIC UPLIFT FORCES. ENSURE 'WATER TABLE IS BELOW
POOL SHELL OR CONSULT ENGINEER BEFORE REMOVING WATER
FROM POOL. BACKF!LL ADJACENT THE POOL SHELL MUST NOT BE
REMOVED WHEN THE POOL IS FULL OF.vVATER.
2. THE POOL.AREA SHALL BE FENCED OR SCREENED IN ACCORD WITH
COUNTY OR Cl iY ORDINANCE. GATES OR SCREEN DOORS SHALL BE
SELF LATCHING AND SELF CLOSING.
3. PIPING SHALL BE PVC SCHEDULE 40.
PIPING SYSTEMS SHALL BE PRESSURE TESTED
TO 35psi PRIOR TO COVERING PIPES.
4. MAXIMUM VELOCITY IN SUCTION LINES SHALL BE 6 fps.
MAXIMUM VELOCITYIN PRESSURE LINES SHALL BE 1 L) fps. 5.
QUANT!TIES OF UNDERWATER LIGHTS, SKIMMERS, WALL
INLETS. ETC, MNf VARY: HOWEVER, THERE
SHALL BE AT LEAST (1) SKIMMER PER 800
FQ FT OF POOL SURFACE, (2I WALL RETURN INLETS. 6.
PLACEMENT OF THE POLL EQUIPMENT SHALL COMPLY WITH LOCAL
CODES AND Nr IGHBORHOOD i?ESTRiCT ONS, 7.
EXiSP.NG ELECTRICAL RECEPTACLES'WITHIN 10 FT OF POOL EDGE SHALL
BE CAPPED PER NEC 680-22. A
MIMMUM OF ONE RECEPTACLE SHALL BE. INSTALLED IN COMPLIANCE'
0TH NEC 680.22(3) 8.
SWIM -OUTS OR LADDERS ARE REQUIRED ON RESIDENTIAL POOLS, 9.
ALL GLASS WINDOWS OR DCVRS WITH' IN 5` OF WATER EDGE MUST
COMPLY WITH R308.4 FOR SAFETY GLAZING. 10,
EQUI-POTEi\JTIAL BONDING SHALL BE INSTALLED PER 2005
NEC SECTION 680.26 [CI3(B). 11.
BUILDER SHALL PROVIDE SCHEMATIC PLUMBING DIAGRAM AND CALCUL4T
ONS. MAIN DRAIN PLUMBING,. AND iNSTALL.ATION SHALL. MEET
REQUIREMENTS OF ANSI / APSP-7, 2006. Elie
following codes are to be inet where required: Florida
Budding Code - itesidcntial 2007, with 2009 Supplement Chapter
41: Section R4101 Florida
Building Code - Mechanical 2007 Florida
Building Code - Plumbing 2007 Florida
Building Code - Fuei Gas 2007 2008
National Electric Code 98-
76 Building Constr::ction Administrative Code ANS
NPS1 , 03 & 3-9 ANSLA-
PSP " 2006 4
CONCRETE DECK FIBERrfESH
w.COPPER #
8 WIRE FROM
WATERS 2"
11-= i' _ EDGE, 4 TO 6" DEEP FOR
GROUNDING PER NEC
2005, SCN 680.26) J
T; _(T,
6.
AR ArToP
3
BAR j
12" QC.E,W. t6'.
ICONTRACTOR:
AQUATIC
INNOVATIONS, INC, 3205
E. Colonial Drive Suite
A Orlando,
Florida 32803 4C?)
228 0950 OWNER:
Chv s IvAtuny ADDRESS:
13$ WVvAcKiold ('i,. SW1IIi*,
j•0 Ft. 3211 Lildon
Engineering Company, Inc. 920
Sunset Shores Dr. Minneola,
Florida 34715 352
394-2590 Ph.& FAX Sept.
21, 2010 A.
BloA PE # 52583
v
f
C rV]
FEB0 8 i011
i^99 r
REVISION '-
PERMIT # ! I q 13
PROJECT ADDRESS I DO WY
CONTRACTOR AqUX4jC1/Z
PHONE # L101 Z 4 0150
CONTACT PERSON j (tAI (,D
DATE 12,011
r
a
fibs
FAX #
E vrnt I
DESCRIPTION OF REVISION
Move, 031 [ 64cV er
r 5 ` S9-4 boa rom 5 pro pei:y
UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING ll