152 Monroe View Tr - BR18-003047 - POOL1
CITY CF
Slki4FORD JUL 201% Building &Fire Prevention Division
j PERMIT APPLICATION
FIRE DEPARTMENT IQ _ 30tI IApplicationNo: O
Documented Construction Value:
rJobAddress: S I/10A11p t? / 1 t.J /ZA u 1 Historic District: Yes No
Parcel ID: 33 ` /9 `30 -Sua-0000 - O 54o ResidentiaiRCommercial
Type of Work: New AdditionAlteration Repair Demo Change of Use Move Description
of Work: e' cAl s TvL c_ l dryn 1 SC.Ji r j\1G ASv/ Plan
Review Contact Person: Qo6 L-) ASS'oia Title: Des jet'F Phone: `
ton- 4-ti S %-_ 5 4 Fax: 'tC7 - 07 G77o Email: I'VltAsler,A a tQ Pcyl Gyt 1t4..co- Property
Owner Information M i C :0- 42 0S4-m-1- Y Name
GPA G I R I l t,.R Phone O % '
3 3s - 3'; 3 Street: /
5 R M otA R o e Vie kA ,l 1 Resident of property? City,
State Zip: 5 A tj Iz L 19,7 7 ontractor
Information 83 4 _ tName -•
f A • 5Y td7i` C Phone: 4 o 7 Street:
i T a .lv y LA e -: CEO"? - tr 7 7- v 77 v City;
State Zip: (/,J i'.J L_ /0d State License No.: CA N Sit 7.1— Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Address:
Mortgage
Lender: Address:
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.
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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code Revised:
January I, 2018 Permit Application
NOTICE- In addition to the requirements of this pennit, 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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valhte,
credit will be applied to your permit fees when the permit is issued.
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.
st'Ijrc caner/Agent 9 alc /
o
Pnnt owner', gcnt's Name
utlr.HELEL OSJR NDAER
St9 to ; r•-St iol9if 'ftlilic - State o1 Florida +te
My Comm. Expires Sep 13. 2018
Commission u FF 139359
Bonded Through National Notary Assn.
Owner/Agent is ' Personally known to Me or
Produced ID Type of ID
Z' - 0--LAU-44
Signature of Contractor/Agent hate
7'fr
Print Contractor/Agent's Name
Stgnatu of Noiary=Slate of Florid --- " t taty Public
Ile
State o"1orlda
My Comm. Expires Sep 13, 2016
I'•>;` Commission # FF 139359
Bonded Through National Notary Assn.
Contractor/Agent is 14,_ I'ersonally Known to 1Vle or
Produced 1D Type of 1D
BELOW IS FOR OFFICE USE ONLY
Permits Required: i3uilding Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of [leads
APPROVALS: ZONING: 7. 11. 2.o/f -91 UTILITIES:
ENGINEERTNG: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 15 — -Ind—
COMMENTS: O/l: >tJ++r c!_ w;,Mir Ioy/ ai ./..- s _5•• o• r la
Revised- January 1, 2018 Permit Application
14
w 4 Iry
s
CITY OF JUL i 1 201 ;& Fire Prevention DivisionSIBFORDBuilding
PERMIT APPLICA TION
FIRE DEPARTMENT Application No:
Documented Construction Value: S
Job Address: NAo h/ Ro F- VF_ i W TA-91'L Historic District: Yes Noa
Parcel ID: P, 3- 1 9 U S 4 a, - v 0 00 - .0 54 p Residential Commercial
Type of Work: Newts Addition[] Alteration Repair Demo Change of Use Move
Description of Work: %OooL )= L a if i,,.
Plan Review Contact Person: Title:
Phone: Fax: Email:
Property Owner Information
Name G Rik 1 C, A R-T H t^N
Street: I S a Mo u &. a vn ; w I A (A ; L
City, State Zip: 5 ON F.rd FL is 7 7 /
Name
Street: cw o
Phone:
Resident of property?
ractor Information
914&J& /'%iJ"L
Fax:
3Fs, 9.3-7009-7D
City, State Zip: btP4-,-a . l 3a-7 3 g State License No.: 6R, bc153 3
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Fax:
E-mail _
Mortgage Lender:
Address:
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.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61° Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
I
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 ofthe property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
4 /, - ZI)
Signature of O r/Agent Date
Printr/Agent's Name
Signature ofNotary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Sign tare ofContractor/Agent Date
C%.L ,L D s 7 l 11
Print Contractor/Agent's Name
Si at of Notary-S eatofNotary-S a of D
f
ANNETTE BLAND
Notary Public - State of Florida
y Commission p GG 060623
g"oigm. Explrreft}1gl;9f own to Me or
4
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures '
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: January 1, 2018 Permit Application
si CITY nF"SEW S]kT4F0JED%JTL.X ' .
Building &Fire Prevention Division
T ; PERMIT APPLICATION
FIRE DEPARTME0l3'! Application No: 16- 3o Li `i
Documented Construction Value: $ 9-50
Job Address: 152 MONROE VEIW TRAIL Historic District: Yes No
Parcel ID: a 3 - / 9 - 30 - Soa - opoo - O S4 U Residential Commercial
Type of Work: New Addition Alteration Repair Demo El Change of Use[] Move
Description of Work: POOL C oh sr,- c. r io., / PL 14,p
Plan Review Contact Person: Title:
Phone:
Name CRAIG ARTHUR
Fax: Email:
Property Owner Information
Phone:
Street: 152 MONROE VEIW TRAIL
City, State Zip: SANFORD FL 32771
Resident of property? : YES
ROBERT WASSOP/maContractor Information
Name -A0/eLe Q Phone: 407-448-8354
Street: / ear; X vy La"r. Fax:
State License No.: CPC 1456975City, State Zip: Ai rk
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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.
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t1 Edition (2017) Florida Building Code
Revised: January I, 2018 Permit Application
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 ofthe requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Si r gent Date
c12A G A
Prinr Au.nrLA o.rM•a Nn..v
7- I-1
Date
ZI
Signature o Contractor/Agent Date
Print CQcuactor/AiRent's Name
7-/-/g
L
PURITY DOWNSPURITYDOWNSMYCOMMISSIONNGG050098 "••=+R' = MY COMMISSION tt GG050098PIRES. NovemEer 27.2020~= F(PIRES: November 27,2020
Bonded Tiw NouryPt 11c UMaiwAten '*,'e Bottled Tiw Nolary Public Undeiwrlterst••`
Owner/Agent is Personally Known to Me or Contractor/Agent is ersonally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
d:
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: January I, 2018 Permit Application
7/3/2018 SCPA Parcel View: 23-19-30-502-0000-0540
i- Property Record Card
P Parcel: 23-19-30-502-0000-0540
Property Address: 152 MONROE VIEW TRL SANFORD. FL 32771
Parcel Information --
M -~ -
Value Summary -
Parcel 23-19-30-502-0000-0540
Owner(s) ARTHUR,CRAIGA _-._—_ _--__••_`__-___•_.
ARTHUR, DOMINIOUE
Property Address 152 MONROE VIEW TRL SANFORD, FL 32771
Mailing 152 MONROE VIEW SANFORD, FL 32771
Subdivisio I Y
Tax District S1-SANFORD
DOR Use Code 01-S AMILY
Exemptions 00-HOMESTEAD(2014)
O
LO
51.75
Legal Description
LOT 54
VENETIAN BAY
PB 63 PGS 84 - 88
Taxes
0
0
O
0
Seminole County GIS .
2018 Working
Values
2017 Certified
Values
Valuation Method
Number of Buildings -
Cost/Market
1 ._..i.;
Cost/Market
Depreciated Bldg Value 165,306 150,165
Oepreaated EXFT Value i $851 is $901
Land Value (Market) - 45,OOOy_ j $37,000
Land Value Ag
JusVMarket Value " I $211,157 j $188,066
Portability Adj I i
Save Our Homes Adj I $58,797 • $38,840
Amendment 1 Adj
P&G Adj
1 $0
o 0
Assessed Value 152,360 149,226
Tax Amount without SOH: $2,793.00
2017 Tax Bill Amount $2,053.00
Tax Estimator
Save Our Homes Savings: $740.00
Does NOT I' .CLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value I Exempt Values Taxable Value
County General Fund 152,360 ; $50,000 1 — $102,360
Schools 152,360 $25,000 I $127,360
Y
I City Sanford 152,360 i $50,000 ; $102,360
Land I
45,000
1/2
Method Frontage Depth Units Units Price Land Value
LOT 1 ; $45,000.00 j
http://parceldetaii.scpaft.org/ParcelDetail info.aspx?PID=23193050200000540
Telephone: (407) Ei:7-7 707 r:;%x: 677-0770
masterpiecepoolCCgmail.com
State Cert!fled License #CPCI456975
Swimming Fool Contract
wi mmina r ooi Contract. for: C: RA
job Address: _ 15 1 c;.`o e_ i Q vv, w
L! Plat. Book -- -- Pages _Sub
1. AIC-IREEEMENT- I'Mas terp;;ece agrees to bulkl an -I the oil.vnec
agrees to pa `7 `Cr a swiml-nil:g pooi in aiccordance \With - no subject
to t; e 'following terms and conditions of Lips contrc?CT. R '
Payment
Scl-leduie 01
DE: P0S,IT ; 9 63 3C.
1% upon excavation $ y ----- 30%
upon concrete shell 28%
upon concrete deck pc-..ir 2%
upon Fire -lip (,3hernicals and starting, equipr:'rent; 3.
E; SI I z Buyer shall provide complet.,e access
to fob site inCluding re ioval Of ariv fences, landsc.aui'": J or ofl,
7er obst!*Uc*ions. ;;dyer is required to obtain ?er rnissior rcn, lie omn,
e-(s; of adjacent properties fljr such use and buye)- zio—I- s be
rIesponsible and ih.) hold Ib'IaStt rule+:,o harmless any and :3II darnages
in access area.AC;-ess areas include 'b -.re tcs
driveways, .,-t rbs, CUIN : l is, ,.,lid righi o wa <<s.
UTILITIES: Buyer aUrees to provide adequateester and
electrical services as rek--Juired for the duration of the Construction
project, including filling am operation of the pool.
5. EXCAVATION: formal excavation and dewatering of the
hole is included in the purchase price. Abnormal dewatering is
exceeding the use of two (2) h.p. pumps to control water. Rock
formations, muck, hard can conditions, subterranean water,
boulders, septic tanks, gas lines: water pipes, sewer pipes, drain:
pipes, irrigation pipes, underground electrical conduit, or other
undergroLInd obstructions are abnormal conditions. In the event
that abnormal conditions are discovered during excavation, Buyer
may elect to terminate jibs Apreement. In the event BLi}per Plects
to terminate this agreemecit, iMasterpiece shall have no further
liability to the Buyer. Miasterpiece at its option may terminate the
contract with nr) furti per iia bility to either the Buyer or Masterpiece,
except that Buyer agrees to pay Masterpiece the actual cost of
labor, materials, eouipment, permits already furnished and costs
required to restore the premises. The Buyer shall be completely
responsible for the increase in the purchase price due to
concealed conditions. Masterpiece, upon discovering such
conditions will notify the Buyer in writing of the existence of snit'
conditions and give an approximate cost to correct and proceed
with construction.
C. FINANCING- The Buyer rill be solely responsible for any
Inancing unless both parties agree other%/ise in writing.
7. "HANGE ORDERS: The Bever shall not n-iake any,
changes to the plan or specifications unless agreed to in writing by
both Buyer and iVlasterpiece. If approved, any increase in price
shall be paid to Masterpiece in full before performing any \;.lurk or
process related to the change order including purchasing of
materials, parts or egL!ipmFnt.
8. DIVING BOARDS AND SUDES: Masterpiece assumes
no liability for injury through use of diving boards siides. If
diving boards or slides are installed af--r construction, Masterpiece
assumes no liability as a result of such installation.
L[I'VilTED 'AIAARA' T `.': N/lasterpiece take --
solely for the following conditions:
Lifetime warranty on pool shell to remain ctructr.irally
sound for the period of time the Buyer owns the pool.
2.) Lifetime warranty on underground plumbing for the
period of time the Buyer owns the pool.
3.) Pool and ;patio elevations and location on property.
4.) Sidewalk repair if broken during construction.
5.) One year for substantial defects resulting from pump and
filter installation)
K/lasterpiece shall not be liable for any damages caused to the pool or
it's surrounding structures resulting from the act of any third party or b;r
failur e of th a Beyer t properly maintain the pool cr it's surroundings.
Routir:e mainter-anc items such as light bulbs, hoses, brushes, gaskets
etc. have no warran v beyond ninety days. Pool decking is not
warranted against c ack=,, checking, discoloration, Additionally, pool tiie
brick, and grout is nit warranted against cracking or color vari^tions.
Interior finish of poo is not warranted against stains, discoloratio
ch.-eking pitting, or cracking. All warranties are non -transferable
by owner. Warranties are not effective until payment is made in full.
Masterpiece snakes no warranties expressed or implied except as
provided in this con race.
10. LIMI ATEO : the following limitations apply to this contract:
1.) C'onstrL ction is complete upon filling of pool and connection
of pum and filter, not after completion of punch out list or
inal in pections. FINAL PAYMENT DUE AT POOL
FIRE P _
2.) Mastei piece is not responsible for damage to such items as
lawns, landscaping, trees, sprinkler systems, sevver lines
and a purtenances.
3. !nterio pool finishes are not warranted against
discolc ration for any reason.
4.) ltflaste piece is not responsible for providing heater fuel
hooka
5.) Nio col ipletion Rate is either expressed or implied.
6.) 1V{aste piece is not responsible for improvements to
existing structures in crier to install pool.
7. j Masterpiece is not responsible for pride work that
Extends more than four feet past perimeter of deck.
11. DEFAULT OF PAYMENT: In the evesIt of payment default,
Masterpiece shall have the right to stop all tnrorK, until payment is made
or waive the default cand continue working. If the default in payment
continues for 10 days. Masterpiece may declar:, the buyer in breach of
this contract, stop all work and the buyer shall be responsible for the full
balance due on this contract. In the event suit is filed to collect any
amounts due under this contract, Buyer shall be responsible for all
attorney's fees and cost incurred by Masterpiece as well as interest
at a rate of 18% per annum from the date of default on all monies due
under the contrac.-.
12. NOTICE OF RIGHT TO RESCINID- Pursuant to section
520.72 FLORIDA STATUTES, you have the right to rescind this
contract. To rescind this .ontract you must notify in v<<riting of your
decision to rescind to Masterpiece Pool and Spa inc. by either certified
mail or registered mail on or before midnight of the third (3rl) business
day following the signing of this contract.
13. ARBITRATION: The parties hereby elect binding arbitration
as their exclusive method of resolving controversies betvv -en them
relating to this Contract. Arbitration proceedings shall be -'onductea in
accordance with the Rules of Arbitration and the procedures adopted by
the local Chapter of the National Spa and Pool Institute, which are
incorporated by reference into this Contract: provided that the Contractor
remains an FSPA rnember 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 X bitration 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, National
Spa and Pool institute 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.
14. CU-NS-i 'F\:UC_r ;3' F- (CONTRAC : The terms set forth in
this contract were negotiated and mutually agreed upon between Buyer
and Masterpiece. In the event of any dispute as to the interpretation of
the contract, there shall be no presumption in favor of the Buyer; nor
contrary to Masterpiece in interpreting said contract.
15. CONSTRUCTION' LICEN LAW: According to Florida's
construction lien law (section 713.001-713.37, Florida statutes), those
who work on your property or provide materials and are not paid -in -full
have a right to enforce their claim for payment against your property.
This claim is known as a construction lien. If your contractor or
subcontractor fails to pay subcontractors, sub -subcontractors; material
suppliers, or neglects to make other legally required payments, thr
people who are owed money may look to your property for payments,
even if you !-lave paid your contractor in full. if you fail to pay your
contractor, your contractor may also have a cien on your property. it a
lien is filed, your property ,.,ould be sold against your will to pay for labor,
materials, or other services that your contractor or sub -contractor may
have failed to pay. Florida's construction lien laws are complex and it is
recommended that whenever a specific problem arises, you consult an
attorney.
NOTICE TO BUYrL---R: Do not sign this contract before you read it
or if it contains any blank spaces. Buyer acknowledges receipt of an
exact copy of the contract. Do not sign this contract until youi have read'
and understand all terms and conditions to this contract. No
representations have been made orally except those that are specifically
included in this contract.
Sub. -nit -Led By:
ccepled By:
Co -
Masterpiece Pi
Sales Assoc.at
Approved By:
Date -
Date
mate:--- 6 -
Date: __01- -Z'-L
F a.,. 4- C/ 111111111111IIIII It1111111i Iliillltl fill
nlarne : • _ f{/7r GRANT MALOY SEMINOLE COUNTYfaidrIsS:/ _ liflG _ a7S CLERK OF CIRCUIT COURT h CONPTROLLER
BY. 9170 P9 888 (1P3s)
r . : , ' , CLERK'S r 2018079532
a4G, Z 'd E OF .$ltCY,EN ;:. Ail.N RECORDED 07/11/2018 02:33:11i PM
RECORDING FEES $10.00
State of Florida RECORDED BY hdevore
f out'rtlr Of Seminole
o,n A, Pern)it Number: -- _—•_-• Parcel In '•hirrber: `^ // ` I C ' D •0Q, / w0i'' 0 V
The Undersigned here')y gives notice: that iniprcven'rent will be made to certain real prope:ity, and in accordance with
CI -pier 113, Florida Statutes, the foll%xving inrormation is provided in this Notice of Commencement.
DEF W171-1' r2 OF PROP-'RTY: (Ley-ii dtinn the property a street r ddrass if v 'fable) Yr ;
Q7- 2i- G
NERAL DES51RIPTION OF IIt1? OVEh1EtlT: A r
OWNIER
NFORMATI 14: Name:&
i fi0YAtonI i l r.----••-----•--/;_ .^ a44,wAddrFss:..- Fee Simple
Titie
Holder (if when than mvner) Name:_._ — — Address: Narn s .
N,,
rsons •rriMin
the State of FI ),, .:)esiyn.ated by Owner upon whom notice or other d=lrnents may be served rcrrid-td bySection7'13.'13(1);L:, Fiaric!, Staf ites. ke:ore:S_ —••-- -- ---
i audition to
Nnisetf, :)wrier L s!una«s _—__.-•---,-- — -- _ of To receive a
copy of the Lienor's Notice ns Provided in Sectior: 713.13(
1)(b), Florida St::tutr;:a, Expiration Date of, .^
Jr,tii:C of Comn:eticement ;The expiration date ls. 1 year frorn date of recorci:na ur:I(.-;S a differsrt clsie is
specified,, ___• _-- l:ol_VC,
TO OWNER.- ANY PA)f:•IENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF GOM1:4F_NCEMFNT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FI.ORIDA S
A rUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMFNCEMENlT
MU5'r BE RECORDED AND !HOSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN'FINANCING, CONSULT WITH YOUR LENDER OR AN A'rrORNEY BEFORE COMMENCING WORK
Or, RECORDING) OUR NOTICE OF COMMENCEMENT. Under penalties of
perjury, I decla•'3 that I have read the foregoing and that the far.*s stated in it are Prue to the best
of my knov.-ledge a ;r! !belie`. rt-- !-------- --mod - q-,
RAIL- varil's :;ib;:mlt1re — — Ovmer'cPrinted Name a Siaiu:a
713.:3('1)(o): ' The o••mcr must sign r:,o natice „I commence-ieni andno one else maybe permitted to sign in his or her stead c _C _.l
r U a- C:<:..:r.;•.: ice•` ! Yd•'_ .P O ne M,& flea
hst: err r, .:, s sci n .,:•:.•.,..,i f r I 01 Q \ 9 bl.:,. nn: ':its •.-- day:,. . 7- t hc Is pei.,
onel!y k•)rc.n to rite. mon ort m, sir:•-:gitx..._. lie; Jayt'+
ruCi...iCl..^.:!i 8:.J1',l_!!i•p:::r±11; r;niif.en'i._n :)rO o Hva%_ /0/1 pF' J `N PURITYD OM S
4rQ ti,. MY t)AItIpAISS10N / G!i OE0091 yr 17tPIRF.B: Wmllr27. 2020 9ondedllrutlovryPuUndMwrRtn----•--•--•---.___..—__.._ .—_. _ Caere
E area; ':i_noiiac
SEMINOLE COUNTY MULT/ IUR/SD/CT/ONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: t0 I v
I hereby name and appoint: 1271 / 1 aell
an agent of: MCl &Lely- /•G"Gl ' i*- G-?'- -SvOPA4- IAIC—
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.
Or
V4The specific permit and application for work located at:
b, a b-rvrc7e c Trc.c., . tC--as 3a`n
Street Address)
Expiration Date for This Limited Power of Attorney: 7 A*
License Holder Name: i4-Y- 10A.,s>; 40-.P
State License Number: &RCS 11 61
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF SZJ2_141AALf > The
fore oing instr ent was acknowledged before me this 1 ay of 20 ,
by '' who is 06ersorgly known to me or O
who has produced and
who did (did not) take an oath. In
jrt OA-- Signature
of Notary erpm
T. Te" NOTARY
PUBLIC STATE
OF FUORIDA Ccmno
FM70V as
identification 13gdt?
r7, P.ate:een nt
or type Notary name Notary
Public - State of kej-7 "If A Commission
No. r% My
Commission Expires: 7/ /o a 0 19
RECORD COPY
MASTERPIECE POOL AND SPA; INC.
TRAVERTINE COPING
REVIEWED FOR CODE COMPLIANCE R
PLANSEXEXAMINER
i)- IS• I$ -
DATE
sunshelf with fountain
SANFORD BUILDING DIVI T POOL AT 1 1/21,
A PERMIT ISSUED SHALL BE CONSTRUEDTO BE A --------------.
LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET _
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENTfHEBUILDINGOFFICIALFROMTHEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS, pavers on lanai CONSTRUCTIONORVIOLATIONSOFTHISCODEOV1LD/
i /6 SANFORD
is
47 F110 RTM` L
ke vvoNRD M01`
1 1 l
qj 0 0 -
POOL EQUIPMENT CPC1456975
water
supply -line for == future
waterfall HaywaW-
Light niche standard=;
470/
86 - - o
6 ft u
aft---
N
7 sk
ECK
DRAIN 442
Size:
Contractor
Color:
Wall Height Elite
roof Roof Fan
beams sert panels Doors
Cuncr ,tfur PAVER
DECK WITH TRAVERTINE
COPING NO
FOOTERS TDH=
2.5" BRANCH / 2"
TRUNK Eq
Filter
PumD:-'5 Filter
TVDe: 6 SDa
PumD: ^ro Other
PumDS: 11 r0 Heater:
Sanitation:
i c e (( I j Pool
Sweep: tic D Other
Equipment: 4'
Length: Width: _
DeDth:
Perimeter:
Sauare
Fd material:
Water
Features: POOL
SIZE:
a dl .. sQFT: ? O DEPTH: 3'
t6 ' PERIMETER: 5?-h EST TOTAL
GALLONS: le SKIMMERS: RETURNS: 4
INTERIOR MATERIAL: T SPECIAL: TILE:
G xl NOTES: /.'v
v} r=o,. T .; u SPA SPECS
SIZE: NA
SQFT: N DEPTH: NAq
PERIMETER: ^14 EST TOTAL
GALLONS: 1 ra_ SPILLWAY: rl I RAISED HEIGHT: /
y14 SKIMMERS: NIA RETURNS: t
qA TILE: N 0 INTERIOR MATERIAL:
1\44 SPECIAL: N•
I NOTES: PLUMBING
RETURNS:
4
SKIMMERS: I POOL MAIN
DRAINS: a SPA MAIN DRAINS: NA CLEANTNG SYSTEM- M0
HEADS: tai VAC LINES: ROBOT
VAC: 1\10 WATER FEATURES: ( SPA
SPILLWAY: r 1q LIGHTS IN POOL:
LIGHTS IN SPA: 1,41 TOTAL PIPE: P
C-,- SPECIAL: At, A
e k NI NOTES: tZCIT(AA
I.I I Na !-cy Ljl1 11) DECK DECK TYPE:
JO'
4Vt ELEVATION: -0- TOTAL DECK SOFT:
4402 PERIMETER: RAISED BEAM: N
o LIP STYLE: i 2r4\1 e,, rA MATERIAL 1: MATERIAL
2: SPECIAL: PA y.
c, 4- L L4 ti14 NOTES: EOUIPMENT POOL
PUMP:
s
to QND PUMP: n FILTRATION: A I_
FILTER SIZE: (4 Raa HEATER: ti(D
INLINE: L r I( / S TIMER: i ,\k1ydA
I.L GAS: mo SPECIAL: yq Q.
J t 5 A I 1 S vT tt A NOTES: NAME: e-
AA
C, A R T'rn r,, A 1 ADDRESS: r i
d (II Qt,k KO< kJ i P LJ CITY: S / 1.(
I=ram STATE: Z PHONE: ZIP: 7
WORK: CELL: 'toi-
4
t toe#: A 4
T k u /1 1 .
r
A
LtNGTIi
GENERAL NOTES 6" WATER COPINGI1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. y WATER ILINE TILES
2. Pool Walls shall be 5" thick and Floors shall be 6' thick and shall be pneumatically POOL LINE , „ DRAIN COVER/GRATE
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete t= «• STEPS MUST CONFORM TO
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. z POOL THE LATEST EDITION
3. All Pool design, construction and workmanship shall be in conformity with the p, W LIGHT OF ANSI/ASME
requirements of Florida Building Code, 6th Edition, 2017 (FBC) Accessibility; FBC v, 112.19.8
Building; FBC Residential, and; ANSIIAPSPACC,3, ANSIIAPSPACC-4, POOL STEPS:
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the RISERS: 12" MAX. DUAL SUCTION OUTLET AND APPROVED GRATE
Adopted National Electric Code 2014 (NEC) and Chapter 42 and Chapter 45 of the TREAD: 10" MIN. (240 SO. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO
Florida Building Code, 6lh Edition, 2017, Residential. CENTER LINE OR APPROVED CHANNEL DRAIN
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless POOL SECT/ON SET INTO CENTER OF STEEL GRID AT THE
otherwise noted. POOLS DEEPEST POINTLONGITUDINAL) 5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be 13
bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT
to 6'. Where the pool depth is over 6ft (measured vertically down from the TOPPING ON COMPACTED GROUND W/ ALL
Waterline), use #3 bars of 6' on center in each direction in the areas that exceed ORGANIC MATERIAL REMOVED. 4' NOM. THK. W/
FIBER6ftindepth. MESH OR 5' NOM. THK. W/ #3 REBARS.
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5' THK WALL 4'-0" 1 JUNCTION BOX
cover shall be 3'. With a Barrier (Steeltex) between Concrete and Earth, the (USE 2-#3 BARS CONT. IN 8"x8'-\ 1 (BY OTHERS)
minimum cover shall be %'. BOND BEAMS)
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be WATERbondedtothePoolReinforcingSteelwith18AWGCopperWire. The #8 Copper
Wire to be run internally and externally with the NEC approved PVC Light Conduit LINE 400 z o zformtheLightNichetotheJunctionBox. 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
8.
9.
10.
11.
12.
13.
14.
15.
16.
SWIM -OUT DETAIL
DECK OVER
POUR OR8 - 1 BRICK COPING
00III TO TRANSFORMER 6' OF
BY OTHERS) 2-#3 BARS WATER
CONT. IN LINE
8"X8' BOND
TILES
separated by a permanent barrier, if within 5'-0' Horizontally from Water and MARBLE U.L APPROVED 120 VAC/300W POOL
12'-0' Vertically of Maximum Water Level. PLASTER LIGHT W/ GFI OR 12V/400W MAX. POOL
Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH , . LIGHT W/ LOW WATER CUT-OFF IN U.L
Adopted National Electrical Code 2014 (NEC). APPROVED GREY PLASTIC FORMING SHELL
Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to OR APPROVED EQUAL W/ #8 AWG BOND
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in WIRE PER N.E.C.
excavation sholl be removed in its entirety and the area shall be backfilled with STEELTEX OPTIONALacceptablematerialandproperlycompacted. Where unsuitable Material cannot be ( ) #3 BARS 0 12' O.C. EACH WAY
removed, the pool must be redesigned. POOL STRUCTURAL DETAILS
BEAM-W 5MIIN. 1X2' COVER--{
OVER ALL BARS
SEE NOTE #5)
AL TERNA TE BEAM
FINISH DETAIL
The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR
K required. The Engineer accepts no responsibility for the safety of Existing VARIES 18" THAN 1 ON 1 + 1 EXISTINGStructures. COPING STRUCTI
The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT ///...
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and WATER
PLAN
all dimesions shown prior to construction. LINE12ContractorshalldeterminethelocationofallUtilitiesinrelationtothePoolandits
Equipment and ensure minimum clearances in accordance with Local Regulations X,5THERAPY
and Ordinances. LINES
Contractor shall provide adequate Temporary Fencing around the construction area . eo
to prevent unauthorized entry into the Pool Area.TURN
If a water supply is provided, a minimum 3' Atmospheric Break will be provided. <o 04 LINES
All Structural, Filtration and Electrical details outlined in these drawings also relate GUNITE
to Spa Construction. #3 BARS 0 REBOUND
All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W. 2) 8"0 ANTI -VORTEX
easy access to allow the Heater to be Shut Off without adjusting the Thermostat DRAINS SEPARATED BY 3'
settings and to allow restarting without relighting the Pilot Light.
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILSbeeliminated. The Owner must consult a Contractor experienced in eliminating
Uplift Pressure.
5
F/L TER SYSTEM
3 BARS 0 6"
O.C. EACH WAY
6' WALL -
THICKNESS
MARBLE —
PLASTER
FINISH
TYPICAL WALL AND
FLOOR WITHIN
1 MAIN DRAIN LINE SPILLWAY PER 6x6 GLASS -BLOCK ANGLE OF REPOSE
2 SKIMMER LINE CONTRACTORS POOL MOUNTED IN 2,500 psi
3 WASTE LINE COPING PLAN CEMENT (IF SPECIFIED)
4 RETURN LINE WATERLINE TILES5PRESSURECLEANING
LINE (OPTIONAL) WATER
A HAIR & LINT STRAINER
B RECIRCULATION PUMP INTERIORCFILTERPOOLFINISHDIN-UNE CHLORINATOR
OPTIONAL) #3 REBAR 0 12" E HEATER (OPTIONAL) O.C.E.W.
RAISED SPA DETAIL
1-#3 BAR
CONT. IN 5'
THICK BOND
BEAM
CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
WALL AT NO MORE THAN 6" ON CENTER IN BOTH
DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
SHELL WALL SHALL BE CONSTRUCTED TO 6' THICKNE
THE STEEL MAT AND THICKER SHELL WALL SHALL
EXTEND ALONG THE CRITICAL AREA AND TO A POINT
WHICH IS GREATER THAN THE MINIMUM REQUIRED AS
DETERMINED BY THE 1 ON 1 + 1 METHOD.
PLAN EXPIRES 1 YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
JULY 09 2018
Larry
Date
Services, Inc.
naper, P.E.
FL -PE NO: 32046
2431.Aloma Ave., Ste. 124
Winter Park, FL 32792
407) 275-1099
LADDERS ARE TO BE
CROSS BRACED PER
MANUFACTURERS SPECS
S.S. LADDER-7---.I
i0
SUP RESISTANT
TREAD SURFACE
J.:
ESCUTCHEON
PLATE
POOL
DECK
EXPANSION
JOINTS AS
WEDGE REQUIRED
ANCHOR
ADDITIONAL CONCRETE
AS REQUIRED FOR
3' MIN. TO 6" MAX STURDY INSTALLATION
BETWEEN TREAD #8 BARE, SOLID, COPPERANDPOOLWALLRUBBER_ CONDUCTOR TO SHELLBUMPERREINFORCING
TYPICAL LADDER DETAIL
8 AWG COPPER WIRE
TIME
TO SERVICE CLOCK
SPST TOGGLES I W.p..
4'-0'
SWITCH y DISC.
JUNCTION 12V
POOL BOX TRANS.
DECK
ALL ELECTRICAL WORK
SHALL CONFORM WITH
ART. 680 OF THE
3 #12 IN k LATEST ADAPTED NEC.
CONDUIT
12V/40OW MAX. POOL LIGHT W/ LOW
WATER CUT-OFF OR 120 V.A.C. W/ GFI
PER NEC.
ELECTRICAL DIAGRAM
MA WRPIECE
POOL, 1375 SR 436
STE.1095
SPA CASSELBERRY FL 32707
INC. (407) 677-7707
CPC1456975
Swimming Poo/ Specification For:
152 MONROE VIEW TR
SANFORD FL
TURNDOWN NOTES COMPACTED
1. Detail is based on RO surcharge behind the Turndown and the Ground away from SUBGRADE
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied
into Footer if Appropriate, with #3 Rebar.
POOL DECK
2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF) 1
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1—#5 BAR CONTINUOUS —
or Shifting.
3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40.
4'0 CONCRETE PILASTER
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5'-0' ON CENTER WITH
2,500 PSI. 1—#3 BAR VERTICALLY
5. All Construction to Conform to Florida Building Code, 6th Edition, 2017, FBC
Building and FBC Residential.
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'—O' 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 36' for a 6' Turndown, 42' for a 12' Turndown, 48' for a 18' turndown,
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, N the Vertical Dimension from the Top of the Deck to the Old
Existing) Ground reaches 24' for a 6' Turndown, 30' for a 12' Turndown, 36' for
a 18' Turndown, 42' 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 shall not be used.
10. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
coordinate Design and Construction of the Turndown Requirements with the Screen
Contractor to Ensure it meets their Requirements.
FOOTER NOTES
1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
Coordinate Design and 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) #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.
BRICK PAVER
PROPOSEDA
POOL DECK
FINISHED
GRADE
CONCRETE
PAVERS ON CONCRETE DECK
CONCRETE DECK MAY BE CONSTRUCTED WITH A FOOTER
OR WITHOUT A FOOTER
1—#3 BAR CONTINUOUS
1—#5 BAR VERTICALLY
AT 36' ON CENTER
PROPOSED FINISHED
rGRADE (COMPACTED) 6
4 MIN.
1
Q EXISTING
N, GRADE
wigIf1111iog
CONCRETE DECK TURNDOWN
PROPOSED CONCRETE
FINISHED
POOL DECK
GRADE .
a
NO FOOTER
COMPACTED PAVER BRICK PAVER
BASE MATERIAL 1 POOL DECK
1
COMPACTED SUBGRADE--` '
1—#5 BAR CONTNNOUS
4'0 CONCRETE PILASTER
AT 5'-0' ON CENTER WITH
1—#3 BAR VERTICALLY
1—#3 BAR CONTINUOUS
1—#5 BAR VERTICALLY
AT 36' ON CENTER
A= 6- to 24'
a B=Y4xA(4.5'to18'
PROPOSED FINISHED
GRADE (COMPACTED)
m 4 MIN.
1
6 4 EXISTING
4 GRADE
z
4'
PA VER DECK TURNDOWN
PROPOSED
CONCRETE
FINISHED POOL DECK
GRADE M a
8• 1-15 BAR
CONTINUOUS
8" x 8" FOOTER
BRICK PAVER
POOL DECK
SEE PAVER DECK
TURNDOWN DETAIL
FOR INFORMATION
NOT SHOWN
PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
ALTERNATE PAVER ON TURNDOWN
r..11 T. 177TY
1—#5 W VERTICALLY
AT 36' ON CENTER
1—#5 BAR CONTINUOUS
BRICK E.
POOL
CONCRETE CONCRETE `COMPACTED PAVER
FINISHED FINISHED
PROPOSED POOL DECK PROPOSED POOL DECK L I r. BASE MATERIAL
GRADE GRADE 8' COMPACTED SUBGRADE
Tao L ALTERNATE PAVER LOCAT/ON2-5 BARS 2—#5 BARS
CONTINUOUS 12' CONTINUOUS
8" x 12" FOOTER 12" x 12" FO0TER
BRICK PAVER BRICK PAVER
PROPOSED POOL DECK PROPOSED POOL DECK
FINISHED
GRADE FINISHED
GRADE _
iv II •.'. Tao
2—#5 BARS I g• I 1—#5 BAR
12• CONTINUOUS j—=--j CONTINUOUS
12" x -12 " FOOTER
W/ PA VER DECK
OPTIONAL EDGE PROPOSED
FINISHED
BRICK PAVER
RESTRAINT
PROPOSED GRADE
POOL DECK FINISHED GRADE
COMPACTED COMPACTED
SUBGRADE PAVER BASE
PA VER DECK WITHOUT FO0TER
OPTIONAL- CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE
ADDED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS
8" x 8" FOOTER
W/ PA VER DECK
BRICK PAVER
POOL DECK
2-15 BARS
CONTINUOUS
8" x 12" FOOTER
W/ PAVER DECK
JULY 09 2018
Date
ilo Engineering Services, Inc.
Larry B. Schnaper, P.E.
FL PE # 32046
24311 Aloma Ave. Ste 124
Winter Park, FL 32792
Office: (407) 275-1099
MASTERPIECE
POOL 1375 SR 436
STE.1095
SPA CASSELBERRY FL 32707
INC. (407) 677-7707
GPC1456975
Swimming Pool Specification For:
Scale: None
CITY OF Building & Fire Prevention Division
S 010 Residential Pool / Spa / Hot Tub Safety Act
Requirement
FIAE OEPARTMEHT
Date 7
Property Address VIEW T RA iL SAX Fo(J A
FL 3 a 7 7
Lot Subdivision V 0 K S T 1,4,! 8 8h
I hereby acknowledge that failure to equip a new residential swimming pool with at least one of the following
pool safety features as required in Section 515.27, Florida Statutes, shall constitute a misdemeanor of the second
degree, punishable as provided in s. 775.082 or s. 775.093.
O The pool must be isolated from access to the home by an enclosure that meets the pool barrier requirements
of s. 515.29;
O The pool must be equipped with an approved safety pool cover;
M" All doors 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 decibels at 10 feet; or
All doors 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.
Company Name: M/) S MiZ Rj Ec E % ooL Address: LRJVz
License No: CPC /4 3 G o 7 57 Wi N?>; Q -PAR k 1,
Phone No. 4 o 7— 4 4$— g3 51
Signa of Contractor
R o B ART W,455o N
Printed Name of Contractor
I hereby acknowledge that the above referenced contractor has furnished me a document containing the
requirements of Chapter 515, Florida Statutes, and a copy of the publication produced by the department under s.
515.31 provides information on drowning prevention and the responsibilities ofpool ownership.
Date: _ 7-6 — / z
2!gn*e of Owner
CRA16 A RT NLA1z
Printed Name of Owner
June 2014
Minimum suction side pipe size @ 6 fps i in. Minimum suction side branch pipe size @ 6 fps
Minimum return side pipe size @ 8 fps_ in. Minimum return side branch pipe size @ 6 fps
Swimming Pool Energy Efficiency Compliance Information
Note: These Requirements apply ONLY to the Filtration Pump
ANSI / ASPC / ICC-15 2011
Flow Calculations:
Pool water volume LS / 360 =gpm - this is the calculated flow rate
Note: for pools under 13,000 gals. the calculated flow rate or 36 gpm whichever is greater = the filtration now rate
Note: Is there an Auxiliary load on the filtration pump? F1 Yes No
If so, what is the calculated auxilliary How rate - --_ D gpm
Flow rate (low speed) gpm @ 7 rpm 1
in.
4' in.
Determine Filter Size:
Filter Factors (GPMISF): Cartridge (0.375) EaD E (2.0) Sand (15)
Filter Size: D SL = 3
Flow Rate) (Filter Fact) (F•,pef Size) / -
T
Filler Make arW Model)
Pump Controls:
Filtralion pump has no auxiliary bad- standard time clock
Filtration pump with auxiliary load -Control model for low speed default within 24 hrs ^
Heater Model:
Itlake.Modd artd Size)
Gas Heater Efficiency Rating -1!9-- (No Pilot Light)
Heater Pump Efficiency CAP
ANSI 5 & ANSI 7 Compliance Work Sheet
Determine Simplified TDH: _
1
Distance from pool to pump in feel:
2. /1
Friction loss (in suction pipe) in _inch pipe per 1 R. @ 70 gpm = ( (from pipe flow/friction loss chart)
113.
Friction loss (in'retum pipe) in inch pipe per 1 ft. @ % Q gpm = e (from pipe flow/friction loss chart)
Determine Simplified TDH (CONTINUED):
4. x .lD - S
Ile>3N>fS,clfAer
x
IFlarhea/ IQdo.pel r1-Dri5,C Pge1,
Ilen9r ofRem Pyer (Ftal itadI h of Pape) 70N 2mm nVel
TDH in Piping: / 0- 6
Filter I Healer loss in TDH
All other losses
Total Dynamic Head (TDH): a
Determine Pioe Sizes:
Branch Piping to be inch to keep velocity @
Trunk, Skimmer &
Suction Piping to be inch to keep velocity @
Return Piping to be I n " I inch to keep velocity @
6 fps max. at O gpm System Flow Rate.
fps max. at 7 O gpm System Flow Rate.
C7 fps max. at 70 gpm System Flow Rate.
Pump'Selection: as Listed on Curve A or C (circle one)
Filtration Pump
Delermineii2 Number and Type of Required In -Floor Suction Outlets:
I ;thick all that apply.
3'-0• 2 y A1
i @ 3
Maximum Flow Rate gpm
Main Drain CoverL \ (Q 4
Make and Model)
suction outlets @ it 'l I gpm max. How
suction outlets @ L I gpm max. flow
channel drain @ l lgpm w! ports
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 2 4 6 e 1 10 12 1 14 1 16 1 18
0 0.0 2.3 4.5 6.8 9.0 1 11.3 13.
6L20.4
18.1 20.3
1 2.3 4.6 6.8 9.1 11.1 13.6 15.9 20.4 22.7
2 4.6 9 9.1 11.4 13.1 15.9 18.2 22.7 25.0
3 6.9 92 1.5 13.7 16.0 18.2 20.5 25.0 27.3
4 92 11.5 138 I60 18.3 20.5 22.3 27.3 296
s 11.5 138 16.1 183 20.6 22.8 25.1 1 29.6 31.9
6 13.9 16.1. 184 20.6 22.9 25.2 27.4 29.7 31.9 34.2
7 16.2 18.4 1 20.7 23.0 25.2 1 27.5 29.7 32.0 343 36.5
a 18.5 20.1 1 23.0 25.3 27.5 29A 32.0 343 36.6 38.8
9 20.3 23.1 - 253 27.6 29.8 32.1 34.3 36.6 30.9 41.1
10 23.1 25.4 276 29.9 32.1 34.4 36.7 3&9 41.2 43.4
11 25.4 277 29.9. 32.2 34.5 36.7 39.0 41.2 435 45.8
12 27.1 30.0 322 34.5 36.8 39.0 41.3 43.5 45.8 48.1
13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 419 4&1 50.4
Ch 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7
O 15c 34.6 369 392 414 43.7 45.9 48.2 505 52.7 55.0
01 16 17.0 392 4-.5 43.7 46.0 48.3 AS 52.8. 55.0 57.3
17 39.3 41.S 438 461 43.3 50.6 S2.8 55.1 57.4 59.6
y 18 41.6 13.1 46-1 41.1 50.6 S2.9 55.1 57.4 59.7 61.9
d 19 43.9 462 484 50.7 52.9 55.2 1 57.4 59.7 62.0 1 84.2
20. 46.2 48.S 501 53.0 55.2 57.5 593 62.0 64.3 66.5
48.5 508 53.0 55.3 7.6 59.8 62.1 64.3 666 68.9
22 508 53 • 553 51.6 59.9 62.1 64.4 666 68.9 712
23 53 1 S5 4 57.7 59.9 62.2 644 66.1 69.0 71.2 13.5
24 S5.4 SO Boo 62.2 64.5 66.7 69.0 71.3 73.5 75.8
25 7.8 600 62.3 64 5 668 69.1 71.3 736 75.8 78 1
26 60.1 62 3 64.6 668 69.1 71.4 73.6 759 7& 1 80 4
21 62.4 6-16 65.9 69.2 71.4 73.1 75.9 78.2 80 5 02.7
28 64.1 669 692 71.S 73.7 16.0 78.2 80.5 62 8 85.0
29 670 69.3 71.S 738 76.0 78 3 80.5 82.8 8S 1 87.3
30 69.3 716 73.8 76.1 70.3 806 82.9 85.1 87.4 89.6
31 11.6 739 16.1 78.4 80.7 82.9 85.2 81.4 89.1 92.0
32 739 162 78.4 80.1 83.0 5.2 87.5 89.7 92.0 94.3
33 762 78.5 01 830 85 3 e7 i a9 3 92.9 943 96 6
3c 78.5 ao a 53 1 853 87.6 e9.a 92.1 94.4 96.6 9a.9
35 1 eC 9 e3.' a5 + a] 6 89.9 92.2 94 4 95 7 98.9 Ot.2
NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
Vebaly • Feel Per Secom
Pipe Sin 6fps I 9fps 10 fps
pn 0.14' 21gpm 0.27 26 0.36
m 0.06' 50gpm 014' 629pm 0.21'
m 0.0v 82gpm 06IV 103gpm 0.16M4*234
m 0.0v 117 gpm 0.09' 146 gpm 0.17
pm 0.04' let gpm off 227gpm 0.10'
pm 0.03' 313gpm C.05 392 gpm 0.0]'
6' 534 gpm 0.07 712gpm 0.03'
TDH Calculation Options
For each pump
F- Check one.
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet - Fill in all blanks.
O Total Dynamic Head (TDH)
Complete Program or other talcs. Fill in required blanks on
worksheet & attach calculations.
O Maximum Flow Capacityoftheneworreplacement pump.
Date
R'l b
oreataors gmmre
t^P6 iq5(g9 97s
Comractors Cen. No.
yq t, K 5Y
Camractors TelephoneNo.
owner
Scale: None
MAP OF SURVEY
BOUNDARY'
LOT 71, RESERVE AT COLDEW ISLE, ACCORDING TO THE PLAT THts'MOF,
AS RECORDED IN PLAT BOOT 79, PACES 16-,Z0 OF ME PUBLIC RECORDS
OF OR9NCE COUNTY, FLORIDA..__
16- 30q 7 /
JUL 1 9, 2oi8 /
73
T'I-t
1 L,
a 72I J .ml z
3t o
m I .. izil
I ela
I d
u d N89 '51 48 "E • 139. 98 ' "
04
0
69.5' PO 5'
Euz
4, I 60.00'
Mg... 3 LOT '71 G.
RESIDENCE Lei. . P O
V L C11I
14TWI 7.33'
FF-63.58
LU
o I o g1133' m I -. co
o
O
Z
I— — 41.33'
Cl hPLw
a' RIES895 ' 48 "W 6 0 39. 98 ' 6 _
ui 88 o
25.0
tr
v
Q
13 70
I -------------------------I
I I
68 i.
N
SCALE 1" - 30'
SURVEY NOTES:
CERTIFIED TO AND FOR THE EXCLUSIVE
SETBACK REQUIREMENTS FOR LOTS WITH 50' FRONTAGE WAS BENEFIT OF.
PROVIDED BY ORANGE COUNTY BUILDIN¢,DEPARTMENT AND
ARE AS FOLLOWS. ANDREW SANTISTEBAN AND
FRONT- 20' LINDSAY SANTISTE94N
SIDES - 5' STANDARD PACIFIC MORTGAGE,'INC.
REAR - 20' FIRST AMERICAN TITLE INSURANCE COMPANY/
SIDE STREET - 15' SPH TITLE SE, INC
ELEVATIONS SHOWN HEREON ARE BASED PROPERTY ADDRESS: 1114 FOUNTAIN COIN LOOPONNATIONALGEODETICVERTICALDATU14-1099
HEARINGS EREON l' ARTAnFDnNTIEAFCD90P1AT- TNFFNTFINFFIN :I HEREBY CERTIFY THAT THE MAP OF SURVEY SHOWN FOR
EASEMENTS. RIGHTS -OF -WAY, OA ADJOINERS PROFESSIONAL LAND SURVEYORS IN CHAPTER 5J-17. OF
RECORD, I FLORIDA-ADMINISTRATIVE CODE. PURSUANT TO SECTION UNDERGROUND
UTILITIES FOUNDATIONS, OR OTHER 7. F ID Tii1T S. STRUCTURES
WERE NOT LOCATED BY THIS SURVEY. BEARINGS
AND DISTANCES SHOWN HEREON ARE PL AND
FIELD MEASURED. UNLESS NOTED OTHEAWIS F.
I.R.C. 5/8' 04596 UNLESS NOTED ROSEA O. JOHNSTON. LS NO, 5031 ACCORDING
TO THE FEDERAL EMERGENCY MANAGEMENT OONA G. MILLER, LS NO. 6674 AGENCY
FIRM MAP NO.12095C 0295 F, EFFECTIVE FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT SEPT25. 2009, THE PROPERTY DESCRIBED HEREON VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED APPEARSTOLIEINZONE 'X'-(UNSHADED). SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ARC
LENGTH El ELEVATION LB _ ICE59E0 BUSINESS PH - PK NAIL S.I.R.C. - SET 5 B' IR0 1 ROD C -
AIR CONOITIONINS CONCRETE
Es F.O.M. EASEMENT L.E. AA11O0 CCAAPE EASEMENT FOUNDCONCRETEMONUMENTLS -LICENSED SUAYEYOR PR - PROPOSED ANO CAP (L0#55051 P.
R.C.- POINT OF REVERSE CUAYE U.E. - UTILITY EASEMENT ONCOGR - DpgrfR C/{
N - CENTtr tl.INMEp1 FF F.I.R. FINISH FLOOR N.R. - NON -RADIAL FO"
B/B' IRON ROD N.T.S. - 1OT TO SCALE P.
q.N.- PERMANENT REFERENCE MONUMENT— - PROPOSED O UNA6E E 0 P.T. - POINT OF UhKEM d1 - DE(TAU/A TE/pTpALANGLE O.E. MA F4'R.C.- FRE 510' IRON NOD 6 CAP P:0.C. POINT OF OO PAOIMMDIUS (0) WINENT OEOEASEMEM - CWVE D.
U.E.- DRAINAGf G UTILITY EASEMENT FAD - FOUMD P.C.P. - PERMANENT comma POINT FADNGOR.
Pp. - POINT R/
N - RIGHT OF MAY fH1 M
OES IPTON FI/
ELDMEASURED PiAT
0/M - DRIVEWAY FOUND NAIL 00750 P.J. - POINT OF INTERSECTION S/N - SIDENALK (pJ 00 DATE
OF FIELD SURVEY PLOT
PLAN 5/17/14.6/02/14 BOUNDARY
6/18/14,6/30/14 FORMSOARD
7/10/14 FOUNDATION
BIJ4/14 FINAL
JOIZO114 FRANKLIN,
HART & REID CIVIL
ENGINEERS - LAND SURVEYORS 1356
EAST VINE STREET, KISSIMMEE FL• 34744 PHONE
846-1216 FAX•846-0037 CERTIFICATE
NO. LB 6605 PROJECT
INFORMATION - JOB
NO. 146291 DRAWN
BY: JF REVIEWED
BY: ROJ CE
TS ADDEO 11125114
POOL INSPECTION SEQUENCE
BP# ( ,
iQ 47
Address:
POOL PERNi-IT'
Min Max Inspection Description
10 20 Pool Plumbing Rough
20 Pool Foundation
30 Main Drain Piping
40 Pool Deck
50 Child Safety Act
60 1000 Plumbing Final
1000—+_ Pool Final
ELECTRICAL PERMdT
Min Max Inspection Description
10 Light Niche Bonding-
20 Pool Bonding Grid
1000 Electric Final ,
REVISED: June 2014