HomeMy WebLinkAbout126 Bristol Forest Trf cQ,II #q-1
Ae2a '
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: -&0 a q
Doe ented Construction Value: S 351 16
Job Address: E (t S o ' 6 1LpGCS Historic District: Yes No
Parcel ID: ( l 3 0 50..- OCOO Q 1 Residential 04--leornmerciul
Type of Work: New Addition Alteration Re air Demo El Change of Use El Move F]
Description of Work: 1 P116-- Bq_e-Aq
Plan Review Contact Person:
Phone:2d 1-3 & 6- (a 14 S Fax: Email:
Title:
Property Owner Information -'
NameFpp
i " '-
t^ _ n:L kC .Phone: 1 -CA P •U 53 Street:.
d CS L Resident of property?: S _ City,
State Zip: 61C(_'r c1 f -k. 3 2 r) `i k 7
Contractor
Information Name (
X- ( C...5__PiZ- ' Phone: 41) ' < b 2 0 Street:
11 l . 4 t 'trj ( h._ Fax: City,
State Zip: ,e
Gn!-"-
L e -f--( ,3c3'i `l State License No.: Le Arch
itectlEngineer Information Name: _ _ _
Phone: Street:
City,
St, Zip: Bonding
Company: Address:
Fax:
E-
mail: Mortgage
Lender: Address:
Cc)
t-f WARNING
TO 01YNER: YOUR FAdLURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR j PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMIKENCEMENT 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 ATTOKNEV 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: 5"' Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In additio,t to tltc mquire,nunts 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
mana.-ement 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 plan review fne at the time of perniit 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 'fable 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 he applied to your permit fees when the permit is issued..
OWNER'S AFFMAVIT., 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.
SignnluroorOvrncr/Agent Date Sign' COf40nlraCtnflAg nt e
idAA l -/ (Q JOHN N. WATTS
Pr wncrlAgcnl's Name Print cior/Agent's Nam
It
b a pate Sign rc of star - at
MEG N ELI BETH REIS MEGAN ELIZABETH REISNotaryPublic - Mate of Florida ' ?m" " °` Notary Public -State of FloridayI ; Commission # FF 977536 ;
9
z5 Commission # FF 977536N ( nmm. Expires Mar 31, 20 rp tiny Comm. Expires Mar 31, 2020Q, Ax 1q rsonally Krlown to pie or Untractor/Agent Is- q Known to Me or
Produced fDType of lD Produced ID Type of iD BELOW
IS FOk OFFICE USE OnY Permits
Required: I3ttilding Electrical Mechanical U Plui ibirig Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Flood
Zone: 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: BUILUING: COIVTM
NTS: Q<- TO it lmt W x 7,5 ' DOOI arl8 Ce-Ck llQ-Ai3 5 flu-
ri,oAc.Q Yl
u Vin o n ,pI C.A . Revised:
June 30,1015 I
Pcnnit
Application
L MUTED POWER OF ATTORNEYRNEY
Date aILL
I hereby name and appoint I i (( (40 f41-Lof All
Seasons Pool Service Inc t be my lawful attorney 1n fact to act
for m-e anal .apply to .the fora iBuild ing & iPlu rnUin,g Permit
for work to be performed at a residence at a location described as: Section
Township Range Lot4 Block Subdivision
r 4e 60 0
Street
A ' ess C''IV or'Co-un'ty Zip Code Owner
of Property Address Telephone And
to sign my name and do all things necessary to this appointment D - '-,
e-- - ohn
1N, Watts State Registration All
Seasons Pool Service Inc. CPC
023576 STATE '
IY.A' ,FLORItl7.a`51. John
N. Watts, who is person 1 kno instrument
before one this. (ay of., t
necessary to th),appointment. COUNTY
Mkt S.E,IIII:NOLE me,
acknowledged the foregoing 201
jgnd to sign my name and do all r'
yu,
Y p k• l EGsf EN iZABf D RoTaryo Public - StatCerm mission # FFsty ' amm ExpiresM
PLANNING AND DEVELOPMENT SERVICES DEPARTMENT
WWW.SANFORDFL.GOV
August 10, 2016
MAILING ADDRESS John N. Watts
CITY OF SANFORD 126 Bristol Forest Trail
POST OFFICE Box 1788 Sanford, Florida 32771
SANFORD, FLORIDA 32772-1788
RE: 126 Bristol Forest Trail — De minimus Variance
PHYSICAL ADDRESS
Tax Parcel Number: 22-19-30-502-0000-0160
CITY HALL
300 NORTH PARKAVENUE Dear Mr. Brian Nichols:
SANFORD, FLORIDA 32771-1244
This department is in receipt of an Application for Variance to increase the allowable
0
impervious lot coverage from 3,600 square feet to 3,878 square feet in order to install a pool
TELEPHONE with deck on the above referenced property.
407.688.5140
Upon review, the request has been determined to be 15% or less of the required dimension and
FACSIMILE
407.688.5141 is therefore considered to be a de minimus variance meeting the following criteria:
Special conditions and circumstances exist which are peculiar to the land, structure or
CITY COMMISSION building involved and which are not applicable to other lands, structures or buildings in
the same district.
JEFFTRIPLETT The literal interpretation of the provisions of the land development regulations would
MAYOR deprive the applicant of rights commonly enjoyed by other properties in the same
ARTWOODRUFF district under the terms of the land development regulations.
DISTRICT 1 0 The special conditions and circumstances do not result from the actions of the
applicant.
DR. VELMA H. WILLIAMS Granting the variance will not confer on the applicant any special privilege that isDISTRICT
denied by the land development regulations to other lands, structures, or buildings in
RANDYJONES the same district.
DISTRICT The reasons set forth in the application justify granting the variance, and that the
variance is the minimum variance that will make possible the reasonable use of thePAMMAHANY
DISTRICT4 land, building, or structure.
The granting of the variance will be in harmony with the general purpose and intent of
the land development regulations and will not be injurious to the neighborhood, or
CITY MANAGER otherwise detrimental to the public welfare.
NORTON N. BONAPARTE, JR.
Your request for a variance is hereby approved for a total lot coverage of 3,878 square feet.
This approval in no way overrules or relieves the owner from compliance with any deed
restrictions or Property Owner Association requirements that may be attached to this property.
Be on notice that appeals of the above decision may be made to the City Commission by any
person aggrieved or by any officer, board or agency of the City including the City Commission
within thirty (30) calendar days of the Administrative Official's action. The property owner
shall be required to withhold all action on the property until the 31 st day past the date noted
above. If you have any questions, please contact this office.
Respectfully,
CITY SANFORD
j
OF
Sa((hireena Colbert
Planner
le 7V
CITY OF SANFORD
BUILDING ot FIRE PREVENTION
r,q+'
I I PERMITAPPLICATION
SEA'i' 2016 - I
Application No:
Q r `
Documented Construction Value: $ \) 0 V
Job Address: 1 a s . 7r
Parcel ID: a3 19 3 o 'SD a d > b o
Type of Work: New
Description of Work:
1(0-
Historic District: Yes No [(
Residential [Commercial
Addition Alteration Repair Demo Change of Use Move
Plan Review Contact Person: I` Title:
Phone: 31 6t-i Fax: Email:Kp f IQ ri (\ I_C4f t4 nq Co
Property Owner Information
C
Name (SAD 01 `i dt, Phone:
Street: a ((-.S4 Tr Resident of property? : e
City, State Zip:
Name
Street: I XcS 7
City, State Zip:
J' 1 7tnL 4u'uEt X3 .:i41t V•.t
Information
Phone:
Fax:
State License No.: 1 l
y 13 0y
Arch itect/Eng!nee r Information
Name:
Street:
City, St, Zip: I
Bonding Company:
Address:
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: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 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 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 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.
Signature of Owner/Agent Date Signature of Contractor/Agent to
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
C?,- M-(
ANNETTE SCOTT-
Nogfy Public . State of Florida
My Comm. Expfree Jan 16. 2018
COmmleelN O FF 07176o
Owner/Agent is Personally Known to Me or Contractor/Agent is-.PersonO
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
to Me or
Permits Required: Building 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 Heads
APPROVALS: ZONING: I0 16 UTILITIES:
ENGINEERING:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
LIMITED POWER OF ATTORNEY
I hereby name and appoint &L4-4 al,
of All Seasons Pools. to be my lawful attorney in fact to act for me and apply
to the \Sawk1 =ffor an electrical permit for work to be performed at a
location des ibe s:
Parcel #
Section Township Range Lot _ Block
Subdivision. P C-se"e is - ' throe
Owner of Property and Address)
And to sign my name and do all things necessary to this appointment.
Brian Keith Miller EC-13001686
Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number
1 '01,4' 4
Signature of license holder
The foregoing instrument was acknowledged before me this 23rd day of May, 2016 by Brian
Miller who is personally known to me and who did not take oath.
State of Florida
County of Volu
Notary Public State of FI ,r_ d
WANDA FOSTER
My COMMISSION # EE864932
b _: EXPIRES February 16, 2017
3
Property Record Card
Oadd JWMW,CFA Parcel: 22-19-30-502-0000-0160
P ;
Owner: NICHOLS BRIAN A & MELISSA G
a:ns cxxxu7v.rdeaxnin
i Property Address: 126 BRISTOL FOREST TRL SANFORD, FL 32771
Parcel Information Value Summary
Parcel 22-19-30-502-0000-0160
Owner NICHOLS BRIAN A & MELISSA G
Property Address 126 BRISTOL FOREST TRL SANFORD, FL 32771
Mailing 126 BRISTOL FOREST TRL SANFORD, FL 32771
Subdivision Name I PRESERVE AT LAKE MONROE
Tax District I S3-SANFORD-WATERFRONT REDVDST
DOR Use Code 101-SINGLE FAMILY
Exemptions
2016 Working j 2015 Certified
Values Values
Valuation Method Cost/Market Cost/Market
I Number of Buildings 1 1
Depreciated Bldg Value 120,540 108,459
Depreciated EXFT Value 350 363
Land Value (Market) 34,000 30,400
j Land Value Ag
JusUMarketValue "# 154,890 139,222 P
Portability
Adj Save
Our Homes Adj $0 0 0
ai Amendment Adj $1,746 0 v
00 P&G Adj $0 0 Assessed
Value $153,144 $139,222 O
O Tax
Amount without SOH: 2015
Tax Bill Amount 2,
833.36 2,
833.36 Tax
Estimator Save
Our Homes Savings: 0.00 Does
NOT INCLUDE Non Ad Valorem Assessments 60 * ' :
r :: .'' f F
Ohi f "'° ,'
S(j Seminole County GIS C, Legal
Description _ LOT
16 PRESERVE
AT LAKE MONROE PB
62 PGS 12 - 15 Taxes
Taxing
Authority` Assessment Value ^Exempt Values ; Taxable Value _ f
County Bonds $153,144 $0 $153,144 SJWM(
Saint Johns Water Management) $153,144 $0 $153,144 County
General Fund $153,144 $0 $153,144 i
City Sanford $153,144 $0 $153,144 !, Schools $
154,890 $0 $154,890 Sales
i ............. .. ........
i _ _ j
Description
I Date Book Page Amount Qualified Vac/Imp 1
WARRANTY DEED 9/1/2013— 08131 1735 $150,000 Yes Improved CORRECTIVE
DEED 4/1/2007 06643 1186 $100 No Improved WARRANTY
DEED 3/1/2007 06643 1189 $253,000 Yes Improved II
WARRANTY
DEED — 10/1/2004 05507 10,12 $184,500 Yes — Improved Fiie.:`
ompat°able Sa`s;*js Land
f
IMethod Frontage Depth Units Units Price I Land Value 34,
000.00. $34,000 Building
Information I
Is Bed/Bath count incorrect? Click Here. Year
Built Description
Fixtures Bed Bath I Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/
Effective I __... 1
SINGLE 2004 6 4 2_0 1,934 2,379 1,934 CB/STUCCO $120,540 $126,220 Description 1 Area FAMILY
FINISH GARAGE
j (
420.
00 FINISHED
1
1 OPEN PORCH
25.00 FINISHED
Permits
Permit #
Description 00457
RE-ROOF/SHINGLE 02006
NEW - RESIDENTIAL Extra
Features Description
L._.
I
Year Built PATIO
1211/2004 Agency
SANFORD
SANFORD
Amount
CO Date 11,
500 86,
126 10/27/2004 Permit
Date 12/
812014 4/14/2004 Units Value
New Cost 1 $
350 $500
STATE LICENSE ALL SEASONS POOLS ®meOwner
CPC 023576 185 E. AIRPORT BLVD. Office: 407-871-2020
SANFORD, FLORIDA 32773 Fax: 407-321-5404
www. allseasonspools. com
1. PTIES: Agreement between ALL S ASONS POOLS, hereinafter called the contractor, and
hereinafter called the owner.
2. AGREEMENT.- The contractor agr es to build one residential swimmingAddress: r S e S jy. 9 pool for the owner on the premises described as follows
Legal: Zf r rv ek L.zc 3.
PRICE AND TERMS PER PHASE: rG
e oa
G Thecontractpriceis: 0 y
060.-- Pa able as follows: Deposit to secure agreement: FDO
3.¢- 1)
10% Upon signing of this instrument as a deposit on total contract price. Jt2)
30% Upon completion of dig and steel. 18+qN 4) 30% Upon completion of concrete shell. 25% Upon installation of tile and perimeter plumbing installation, after footers and or rough deck is poured or 79' 5) ° Pavers
installed. 5 /
o Upon installation of safety barrier. PRICEANDTERMSFORSPECIALTYITEMS: INCLUDED IN ABOVE CONTRACT PRICE: 6) Solar
installation. fj3' It. b 7) Screen installation.
8) Summer
Kitchen
installation 9) Customerswill
be billed in writing for progress payments as each pool phase is completed. Progress payments are for a completed pool phase. Progress paymentsaredueuponreceipt, and the next phase of the pool will not proceed until the progress payment is paid. Payments will be declared payments after10daysfromtheinvoiceddateandtheyshallbearinterestattherateof18% per annum until paid. Any additional work or extras will be thru a change order oraddendumandwillbedueattimeofsigningchangeorderoraddendum. late The
contractor
shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract maybeconstruedasaHomeSolicitationSale. Purchaser is hereby notified of this right to cancel under the Home Solicitation Sales Act. The contractpriceisforallmaterials, equipment, and labor required for the construction of the swimming pool graphically described in the lot Ian signed bytheownerandgenerallydescribedinthespecificationsbelow. Furthermore, if owner finances pool with Contractor, this agreement is subject the HomeImprovementInstallmentContractandMortgageexecutedbyowner(s). p p
4. CONSTRUCTION
SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with 1 t
to plan and
these construction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot Ian is intended tobearepresentationofthepooltobebuiltandnotintendedtorepresentan "as built" drawing because pool location, elevation of pool, eo lot of
decking
and enclosures are subject to change due to set back requirements, location of existing improvements, soil conditions and other conditions beyond thecontrolofthecontractor. All measurements in this contract and on the plot plan area p cation
contract may
vary from the "as built" measurements. Deviations up to three (3) inches are acceptable. Therefore, the parties agree that it is impossible to approximate andthepooldimensionscontainedintheascertainactual
damages in the event of deviation from specified pool dimensions. The parties agree to adjust the contract price of an amount calculated by multiplyingthepercentagereductionofsurfaceareatimesone-half (112) of the total contract price for diminished water surface area, and $5.00 for each vertical inchofdepthdeficiencymeasuredonlyatthemaindrainandtheshallowestportionofthepoolasliquidateddamagestoowner P i+;;,,, f ... _h variations,
ifany. Depth is measured from the floor of the pool to the tr)n „f+F,o ,., . _: ._,_
P1urnbing Sizes RECORD COPY
ORIGINAL: 9/21/16
Pool Main Drain
Branch Lines 4" Pipe
Pool Trunk Lines
Are 3" Pipe
Pool Return Lines
Are 2.5" Pipe
Proiect (Votes:
Pool Deck Will be
Screen Enclosed
Pool Will Have
Enviro Circulation System
Home Will Have
Window / Door Alarms
24" PVC at Return
Valve for Salt Cell
REVIEWED FOR COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
ICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
SIDE ANY OF THE PROVISIONS OF THE TECHNICAL
DDES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
ACCESS THROUGH
COMMUNITY ACCESS AREA
Stt'b ap
Ov dlo,n
EXISTING FENCE Lime, }3^re
El El
40
1.8" TI) 1
PC \
Acrylic Deck w/ or
Cantilever Coping
Bench
Pebble Top Ev
R
r
I Open Flow Ev
360 Debris Ev
Main Drain
Tot
24' ......:' r.............
I R ............ "..............
S h If ..........
K.
uns e [
I Nw iout :...... .................
BColorBan ........................ 3f ; sm
fl 20 Watt Nicheless I
0. TERMITE TREAT 15Y ASP Melody Light LED Bubbler
iLL
ID ; w ; _ _ -_:
16" Elev. 4
Deck - O - Drain Super to Confirm
fI
L .... \
Light tA[I Ch, - Q c
H.O TO EXTEND FENCE I
TO ACCOMODATE POOL o
EQUIPMENT INSTALLATION z
w
r
PLUMB WALL RETURN
SEPERATE FROM FLOOR
RETURNS
IN0
SANFOFt # 1 6- 2 6 3 4
FPAR
FENCE REMOVAL BT
OWNR
1 Construction Plan
A•A Scale:118" =1' 0',
Builder / Customer: t /l I Cho `7 Job Address: 126 Bristol Forest Trail
Street: n/a County: Seminole City: Sanford Zip: 32771
City: n/a State: n/a
Zip: n/a Home #: n/a
Cell # 321-246-2053 Work #:
Block: Lot* 16 _
PB:62 PG:12-15
Subdivision: Preserve at Lake Monrow
If You Have A Backyard, We Can Put A Pool In It! I Gate Code:
185 E Airport Blvd,Sanford, FL 32773 Job # 7237
407-871-2020
www.AllSeasonsPools.com
Directions PAMIM '.
s
3
OMSTOL '
tTOREBT TR41L
Pool Depth Profile
Sft.
27ft.
Pool Specifications
STYLE: Custom
PERIMETER: 88' AREA: 389 sgft
WIDTH:17' LENGTH:24'
DEPTH: 3' X 5'
M.D: 1 -4" RTNS: EP+ 6FL 2W
SKIM: 1 - 3" LIGHT: 3 -Nichless
DOUBLE STEEL: N/A P.C.: Plumb In
WELL WATER: N/A GALLONS: 11.638
NOTES: 3 - 20 Watt Nichless
SPA Specifications
STYLE:
AREA: PERM
T-JETS: _ RTN
LIGHT: _ M.
SPILLWAY. PE:
HEIGHT: BLOWER:
NOTES:
Tile Specifications
24° ---- +30" ---- +36" ----
DECK JETS: N/A BUBBLER: 1-LED
SHEERS: N/A
STEP TILE:41 LNFT
FACE TILE: 88 LNFT
NOTES:
M isc, Options
Av
OUTLETS: GAS LINE: '
CHASE PIPE: HOSE BIBB:
SUMMENCISTUCCOR STONE:
R COUNTERTOP:
APPLIANCES:
Screen /
Fence ROOF
SO: 1.000 TYPE: DOME WALL
SO: 900 WALL HGT: 10' ELITE
ROOF. N/A FAN BEAM: N/A SCREEN
COLOR: BRONZE KICKPLATE:
N/A FENCE
TYPE: N/A HGT: N/A LENGTH:
N/A COLOR: N/A GATES:
N/A Deck
Specifications TYPE:
Acrylic Deck wl Cantilever Coping DIMENSIONS:
25' x 40' AREA: 635 sgft FOOTER:
30' 8x12 COPING: 88' DRAIN:
40' CONCRETE RISER: NIA PATIO:
N/A FENCE: N/A TURN
DOWN DECK EDGE: 6" ---- +
12" ---- +18" 58' 24" --- +
30" --- +36" --- NOTES:
Termite
Treatment Equipment
PUMP:
JEP VS HP: 2.0 FILTER:
CS SO: 200 PUMP
2: N/A HP: NIA CHLOR:
Aqua Pure 3500 OZONE: Yes POOL
SWEEP: N/A HEAT
PUMP: N/A GAS
HEATER: N/A TYPE: NIA CONTROLS:
STANDARD AUTOFILL &
DRAINN/A NOTES:
5 -Window /Door Alarms Color
Selections POOL:
Quartz -Hawaiian Blue TILE:
Keystone Series Iron TILE
GROUT: Warm Grey STEP
TILE: GC82348T2 1 X2 STEP
TILE PTRN: Strip 2 Rows DECK
COLOR: Mushroom DECK
PTRN: Acrylic Texture COPING:
Cantilever COLOR
BAND: Almond FLOORHEAD:
Blue NOTES:
Site
Specifications DIG
TYPE: Small Machine Dig &Haul /Shuttle ELEVATION: -
6" From 0" YARDS: 25 NOTES:
Desiqjjer
1%
DESIGNER\
3r=,__ CONTRACT
DATE: 7-09-2016 APPROVED
BY: Josh Frankenberry DATE:
9/21 /16
i
JOB SPEGIFIG PIPE SIZING, TOTAL DYNW-lIG HEAD
CALCULATIONS AND EQUIPMENT SPECIFICATIONS
AND DOCUMENTATION ARE TO BE PROVIDED BY THE
POOL CONTRACTOR FOR EACH PROJECT. THE POOL
CONTRACTOR "JUST USE TuE "AXi IUi I FLOW CAPACITY
OF TEE SELECTED PUt'lF AND PROVIDE IlYDRAULIC
CALCULATIONS FOR TD-I TO DETE(Rr-LINE PROPER
PUMP AND PIPING SIZING. THE MANUFACTURER'S
EQUIPMENT SPECIFICATIONS AND OTI4'_-R DOOLl"IENTATION
FOR PUMPS, FILTERS, 4LEATER EQUIPMENT AND MAIN
DRAINS AND COVERS ARE TO BE SUBMITTED FOR
REVIEW AND DOCUMENTATION FOR SIZING T-IE
CIRCULATION SYSTEM.
K=G IMC ULA I Ivry
CHLORINATC
POOL
FILTER
MAIN DRAIN SUCTION
UNDERWATER LIGHT
F LL.-_-_--_---_-_ ,
MAIN DRAINS MEET THE, VIRGINIA GRAEMIE
BAKER POOL AND SPA SAFETY ACT.
I' II
SKIMMER SUCTION
In/
iTJ
I
z _ i1 G------------------------------ r-----------
N
FLOOR RETURN
II 5 RECD.
II 11
I I RETURN 1111 SKIMMER EQUALIZER LINE
WITH GRATEJ
L_ RETURN INLET
SKIMMER
IIIIIII '
I I
I IL SKIMMER
J
THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
I-1/2 TIMES THE DIA.
I-1/2 TIMES THE DIA.
MAIN —
MAIN DRAIN
DRAIN
II ,I
z I RETURN INLET
J it
ZIINII
H
Y
T` FIGAL SWIMMING FOOL
LOW
PROFILE I'-6" VARIES
JUNCTION
4SWIM BOX0' *3
BARS GRADE 40, 12" O.G. y
MIN.
OUT CERAMIC
VERTICAL
AND GERAMIG
TILE `HORIZONTAL (TYP) 6"
X6" CERAMIC
TILE \ 2-*
3 REBAR , 3 1-*
3 REBAR I 8 CON
TI NUOU5 4 4"
THICK CONCRETE DECK W/
FIBER MIX 2500 PSI OR
WIRE MESH WATER
LINE 3"
O1
1/
2" QUARTZ _ FINISH
UL
APPROVED O' UNDERWATER
LIGHT P
3
BARS 12" ON CENTER EACH
WAY (GRADE 40) POOL
SHELL 5000 PSI PUMP MIX CONCRETE PNEUMATICALLY
APPLIED. T Qoao iNvERTICALWALLS (TYP) o?a v MAIN
DRAIN W/ RELIEF PLUG OR 2" IN
COVES AND FLOORS (TYP) 0000. o°eo HYDROSTATIC RELIEF VALVE, IF REQ'D. 391o°
2500MIN. GUNITE MAY BE SU55ITIUTED ROGKBED FOR
5000 FSI CONCRETE DEEP END FLOOR AND WALL
REINFORCEMENT TO
SLOPE BREAK- 5
BAR (9 12" ON CENTER, EACH WAY < SO' DEEP 3
BAR 6 6" ON CENTER, EACH WAY > 8.0' DEEP AND OVER. SWIMMING
FOOL SECTION 4"
19V
PARKER
MY GENERAL
NOTE5: I.
POOL 15 TO BE BUILT TO COMPLY WITH FLORIDA, COUNTY
AND GIT"f BUILDING CODES. 2.
ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AS
PER NATIONAL ELECTF60 CODE AND AS REQUIRED BY
LOCAL INSPECTOR. S.
FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO
PROVIDE A COMPLETE TURNOVER OF POOL WATER IN (
12) TWELVE HOURS OR LESS. 4.
POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF
SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO 4
FT. OF WALL HEIGHT THEN WALL5 HAVE TO BE REINFORCED
WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/
OR EXTRA WALL THICKNESS (8" TO 10") 5.
ALL PVC PIPE WILL BE SCHEDULE 40, 6.
ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO
FOOL STEEL AND GROUND W1RE. 1.
POOL ALARMS DO NOT NEED TO BE HARDWIRED 8.
SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO
BE ADEQUATE FOR A SINGLE FAMILY DWELLING. 1.
TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL
DE0K5. 10.
ALL PUMPS AND FILTERS WILL BE ANCHORED TO A CONCRETE
PAD WITH TAP CON ANCHORS. II.
ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED WITH
A COVER THAT HAS BEEN TESTED AND ACCEPTED BY
A RECOGNIZED TESTING FACILITY AND COMPLY WITH A.
N.S.I./A.S.M.E. A112.I9, SM, "SUCTION FITTINGS FOR USE IN SWIMMING
POOLS, SPAS, HOT TUB5, AND WHIRLPOOLS BATHTUB APPLIANCES"
12.
THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2014 FLORIDA
BUILDING CODE 57H EDITION. 13.
RESIDENTIAL POOLS MU57 COMPLY WITH CHAPTERS 42 AND 45 OF THE
2014 FLORIDA BUILDING CODE 57H EDITION. 14.
POOL CONSTRUCTION WILL MEET 2011 NATIONAL ELECTRIC CODE.
SEE 680.26 lBJ(2J(b) FOR PERIMETER BONDING USING
AT LEAST ONE(U 08 AWG BARE SOLID COPPER CONDUCTOR-
15.
FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF
8'-0" *3 REBAR 12" O.C.B.W. OVER 6-0"; SPECIAL
ENGINEERING 15 REQUIRED AND IS NOT A
FART OF THIS DRAWING SPEGIFIGATIONS. WALL THICKNESS
SHALL PROVIDE CODE COVER OVER REINFORCING.
FOR OVER-8'-0" A SPECIAL DESIGN WILL
BE REQUIRED. IG.
RESIDENTIAL POOLS SHALL COMPLY WITH THE AN51/
APSP/IGG-5 2011 FOR RESIDENTIAL INGROUND POOLS, AN51/
AP5P/I0G-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL
SPAS, AND ANSI /APSP/IGG-1 2013 FOR SUCTION
ENTRAPMENT AVOIDANCE STANDARDS. AND
ANSI/APSP/IGG-I5A 2015 STANDARD FOR RESIDENTIAL SWIMMING
POOL AND SPA ENERGY EFFICIENCY 17.
DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING
IS MISSING, BROKEN, OR LOOSE. 18.
IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC GLEANING
SYSTEM, 15 A VACUUM GLEANER SYSTEM WHICH HAS
A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH
CAN BE ISOLATED BY VALVES, THEN EACH SUCTION INLET
SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN
APPROVED ANTI -VORTEX COVER, 12'' X 12" GRATE OR LARGER, OR
OTHER APPROVED MEANS. COMPACTED
SOIL UNDER PAR<F=R MYNCPENBERG $ A5500. INC CONCRETE
DECK 11 PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1i29
RIDGEWOOD AVENUE HOLLY HILL FLORIDA 52118 386)
077-6891 FAX (386) 077-2114 TYPICAL
RE5IDENTAL
5W/POOL # DE5ICaN
FOR ALL
5EA50N5 POOL5 8 5ERVICE 185
EAST AIRPORT BLVD. SANFORD,
FLORIDA ao-
S11-2020 THIS
SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE
COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR
EXPIRING ON 12/31/16. IF THE FLORIDA BUILDING CODE IS
ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY
BE RENDERED VOID. SHEET
I OF 5
RECIRCULATION "
CHLORINATC
POOL
FILTER
THERAPY JET
RETURN LINE
1
IIIII
MAIN DRAINS MEET THE VIRGINIA GRAEME
I BAKER POOL AND SPA SAFETY ACT.
it (SECOND MAIN DRAIN MAY BE ON SIDE WALL)
O ll!
I
I °0,1 I
MAIN DRAIN (SUCTION) - -- ---- J
I I IZIII
Ir I
II 88,88 I
I I 1 _' _ I I,
II II
II III
RETURN LINE I
II II
II
TYPICAL 5F'A POOL - 2 MAIN DRA I N5 ON FLOOR
POOL SHELL 3000 P51 CONCRETE
PNEUMATICALLY APPLIED.
G" IN VERTICAL WALL5 (TYP)
G" IN COVES AND FLOORS (TYP)
2500 MIN. GUNITE MAY BE SUBSITIUTED
FOR 5000 P51 CONCRETE
1/2" QUARTZ
FINISH
UL APPROVED
UNDERWATER
LIGHT
VARIES
COMPACTED SOIL
I
O
UNDER CONCETE
DECK (Yi
MAIN DRAIN _
SUCTION LINE
WATER
LINE
G"XG" CERAMIC TILE
0
0000 00.00
pOo° 00000
MAIN DRAIN W/ RELIEF 000p0 o 00°
PLUG OR 2" p°p000000°ppoo'o
HYDRO57ATIG RELIEF 80o °0 op°O
VALVE, IF REQ'D. 0°0000 oop
Op
ROGKBED
SECTION
UNDERWATER LIGHT
3/4"SULLN05E
TILE OPTIONAL
ON EDGE OF
STEP.
4" THICK CONCRETE
DECK W/ FIBERMIX
3000 P51 -
LOW
PROFILE
JUNCTION
BOX
THE MAIN DRAIN PIPE INVERT NEEU5 TO BE 1.5 TIMES
THE DIAMETER DOWN FROM THE TOP OF THE
MAIN DRAIN GRATE TO THE TOP OF THE
MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL
TO THE MAIN DRAIN BOX.
IF THE MAIN DRAIN PIPE COMES INTO THE
MAIN DRAIN BOX HORIZONTALLY, THE COVER
FROM THE TOP OF THE GRATE TO THE TOP
OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5
TIMES THE DIA. OF THE MAIN DRAIN PIPE.
1-1/2 TIMES THE DIA.
1_I/2 TIMES THE DIA.
MAIN
MAIN DRAIN
DRAIN
CAP TILE/ BRICK/ OR CANTILEVER WITH
WATERLINE TILE
ACRLYIC FINISH
2-#3 REBAR
CONTINUOUS
STEEL
REINFORCED
CONCRETE -
6
DECK AND TILE DETAIL
PARKER MYNOPENSERG 4 A5500. INC,
PROFES510NAL ENGINEERS LANDSGAF'E ARGHITEGT5
1-72q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118
380) 6-71-6891 FAX (386) 6-7i-2114
EXTRA 03 BARS
CONTINUOUS TYPICAL
RE51DENTAL 5W/P00L
DE516N FOR43BARS12" or_.
VERTICAL AND,
r:. .,_.
ALL 5EA50N5 POOLS 8 SERVICE
HORIZONTAL (TYP)
GRADE 40).- Jj.? -,_ 8R
n FMRIs,Cri ..Ferur..>_ ..
185 EAST AIRPORT BLVD.
SANFORD, FLORIDA
407-811-2020
TH15 SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER
FILE GOF'Y . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
C. YEAR EXPIRING ON 12/31/16. IF THE FLORIDA BUILDING CODE
o ; MI5ALTEREDOR HODIFIEDBEFORETAT DATE, THIS DRAWING
o MAY BE RENDERED VOID.
PARKER MYNGHEN Rr ePP ,w 3264S" 51-IEET 2 OF 5
POOL BONDING NOTES:
I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A
COPPER CONDUCTOR; MINIMUM #8 AWG BARE SOLID COPPER
CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER
SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS
OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE
PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. THE PERIMETER
BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL
AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE
PERIMETER OF THE POOL.
2.
3.
4.
5.
6.
7.
ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS
PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM
OF EXCAVATION.
WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS
ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED U51NO
8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8
TO THE BONDING CONDUCTOR.
LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS
SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE
EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL
WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90' RADIUS SHALL BE PERMITTED.
RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS
IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER GLAD STEEL, 8' LONG
AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE
USED SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR.
SPECIAL CASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS,
POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER
SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES.
IN THE5E GASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE
WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING
JURISDICTION (AP-1). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF IT 5-YPICAL
APPLICATION OF THE NEC.
BOND JUMPER
NOTE 9
TYPICAL
8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS
SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A *18 AWG
BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING
AT 4 POINTS SHALL NOT BE REQUIRED.
9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF
THE POOL PUMP MOTOR AND OTPER ELECTRICAL COMPONENTS AS REQUIRED BY
NEC 680.26 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE.
10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF
THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL
HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN TPE POOL AND SPA AND
AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT.
HORIZONTALLY OF THE INSIDE WALL OFT1H(SPA) AND 12 FT VERTICALLY ABOVE
THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE.
II. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR
PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE
REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN
TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES.
12. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF
THE POOL AND I75 PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS.
NOTE 1
NOTES 2 AND 3 N ", Sp
RnNDING CONDUCTOR
NOTE I
NOTE 3 BOND JUMPER MINIMUM 5/8" DIAMETER \ FROM POOL REBAR OF
NOTE 8 COPPER GROUND ROD BONDING CONDUCTOR
TYPIGAL DRIVEN UNTIL MAXIMUM
RESISTANCE VALUE OF
25 OHMS 15 REACHED NOTE I
IF USED)
BOND JUMPER
NOTE 10
TYPICAL
TYPICAL BONDING TYPES
SWIMMING POOL LT FIXTURE — NOTES I, 4, NOT TO SCALE
TYPICAL NOTES:
I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN
NOTE lI 5 AND 8
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
LADDER, HANDRAIL,
DIVING BOARD, ETC \
M \/TRAN5FOPER
TYPIGAL POOL BONDING PLAN
PUMP MOTOR
NOT TO SCALE
JUNCTION BOX
I IF USED) BONDING LEGEND
POOL LIGHT NICHE
METAL CONDUITS
OR PIPING SYSTE
CONTROL PANELIS)
POOL
REINFORCING C
STEEL C Pa Ca C
NEATER CASE7 r--
9=0
TYPICAL POOL BONDING 5GNEMATIG
NOT TO SCALE
5GHEMATIC NOTES:
I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES,
METALLIC COMPONENTS, UNDERWATER LIGF4TING, METAL FITTINGS, ELECTRICAL EQUIPMENT,
AND METAL WIREWAY5/GONDUI75 SHALL BE IN ACCORDANCE WITH NEC 680.26. OR, AS
ACCEPTED BY THE AUTHORITY PAVING JURISDICTION (AHJ).
BOND CONNECTION, PER NEG 250.8
o PARALLEL TAP CONNECTION, PER NEC 250.8
UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM)
NrST V IDt i sROUT
ra ° .. , a +
4`, to
hcg Q.
a
el c ,,., ,'ce soyPARKERMYrNO'NENf E :)_' 3> 645
PARKER MYNCNENBERG 4 ASSOC. INC
PROFESSIONAL ENGINEERS LANDSGAPE ARCHITECTS
1'729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 52118
386) 677-6891 FAX (386) 6-7-7-2114
TYPICAL # 16 - 2 61
RESIDENTAL SW/POOL
CSANFOR
DESIGN FOR
ALL SEASONS POOL5 4 SERVICE
185 EAST AIRPORT BLVD.
SANFORD, FLORI
DATHISSIGNEDANDSEALEDSHEETI5TOBEUSED
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/16. IF THE FLORIDA BUILDING CODE
15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING
MAY BE RENDERED VOID.
SHEET 3 OF 5
IF)
4" DECK 03 BAR AT 12" ON CENTER
T LONG
TURN DONN FOOTER DETAIL
I-#3 BAR
BRICK PAVER /
CONTINUOUS
POOL DECK
I 'f i cnl
QO
1-03 BAR VERTICALLY 4 MIN
36" ON CENTER
pU I
1-4*3 BAR B=1/2" X A
CONTINUOUS F-^!
PAVER DECK
TURNDOHN DETAIL
32"
4 FT RETAINING HALL
RETAMING WALL 5000 P51 PUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
3-1/2" TYP
ALL SLABS (2) 03 REBAR CONT. l3) #3 REBAR CONT.
ro -- _ 1 FT IN 6 N ---
I —
I
STEEPER /
1FTING I 8"
TO
I FT IN IO
FLAT SLOPE/NO FOOTING MOTERATE SLOPE FOOTING
TYPE I TYPE 2
24"
2 FT RETAINING HALL
RETAINING WALL 3000 FSI RUMP MIX CONCRETE
PNEUMATICALLY APPLIED.
CENTER
f
57BEP SLOPE FOOTING
TYPE 2
5LA15-FOOTING DETAIL5
2500 MIN. GUNITE MAY BE SUB5ITIUTED
FOR 3000 P51 CONCRETE
USE GX6 10/10 WWM OR FIBER MESH
CURE FOR ONE WEEK BEFORE INSTALLING
ANCHORS.
CONCRETE PAVER DECK
1
CENTER
a a
12"
3000 P51 CONCRETE W/ 2-#3 REBARS
RIBBON FOOTING
H/ PAVER DECK
THE POOL CONTRACTOR
SHALL PLACE ALL STEEL
IN THE POOL WALL AT NO
MORE THAN 6' ON CENTER
IN BOTH DIRECTIONS IN
AREAS WHERE THE ANGLE
OF REP05E IN ENCROACHED
ON OR THE POOL SHELL
ENCROACHES INTO THE
I TO I AREA.
EXISTING STRUCTURE
2" X 4" STRINGERS
PLACED AT 2 FT ON
CENTER IN ALL 4REA5
STEEL TEX FORM W/
STRUCTURAL STEEL
IN PLACE TO BE
INDEPENDENTLY SUPPORTED
AWAY FROM SHORING.
THE POOL SHELL WALL SHALL BE —
CONSTRUCTED AT G" THICKNESS.
3 REBARS AT 6" ON CENTER
BOTH WAYS IN AREAS THAT EXTEND
INTO THE ANGLE OF REPOSE
STRINGER MAY BE DRIVEN
INTO GROUND MIN. 9"
OR OTHERWI5E SUPPORTED
TO PREVENT FROM KICKING
OUT AT BASE.
SNORING DETAIL
IN LOCATIONS WHERE EXISTING FOUNDATION 15
THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS
AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED.
CONCRETE PAVER DECK
2"
5000 P51 CONCRETE l^U 2-03 REBARS
RIBBON FOOTING
H/ PAVER DECK
SIDE WALL5
CENTER CONCRETE PAVER DECK >
NAY,
s
v
24"
3000 PSI CONCRETE W/ 2-#3 REBARS' 3 '-' 0.
a
RIBBON FOOTING
3 FT RETAINING WALL H/ PAVER DECK
RETAINING WALL 5000 P51 PUMP MIX CONCRETE
p
b ','•
PNEUMATICALLY APPLIED. FRONT HALL •'e4..3 =•a•. `
PARKER MY- PEN ER 3264E
MIN. DISTANCE
LESS THAN I ON I
ICI
45°
STRINGER TO BE SUPPORTED BY
CLEATING TO SUITABLE ANCHOR
DEVICE SUCH AS A 2" X 4" ATTACHED
WITH ANCHOR NAILS OR 7APCON5 TO
EXISTING CONCRETE LANAI OR
EXISTING STRUCTURE OR ITS FOUNDATION.
EXISTING STRUCTURE
USE 1/2" PLYWOOD SHEETING
OR EQUIVALENT BUILDING
MATERIAL TO RESTRAIN SIDE
OF EXCAVATION
BAOKFILL BEHIND SHORING TO
PREVENT UNDERMINING OF
EXISTING STRUCTURE.
PROVIDE WEEP HOLES AS
APPROPRIATE.
CONTRACTOR SHOULD ATTEMPT TO
CONSTRUCT ROUGH SHELL AS
RAPIDLY AS CONDITIONS WILL
ALLOW. THERE 15 NO SUBSTITUTE
FOR RAPIDLY BACKFILLING
EXCAVATION TO PREVENT
UNDERMINING OF ADJACENT
STRUCTURE.
PARKER MYNCNENBERG 4 A550C., INC.
PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
I129 RIDOEWOOD AVENUE HOLLY HILL FLORIDA 5211-1
386) 6"17-6891 FAX (386) 61T-2!14
TYPICAL # 16 - 2 b 4
RE5IDENTAL 5W/POOL WILD/N
DESIGN FOR
ALL 5EA5ON5 POOL5 4 SERVI %ANFOR
185 EAST AIRPORT BLVD.
SANFORD, FLORIDA
401-e-11-2020
O
pARTN
THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER
FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE
YEAR EXPIRING ON 12/31/16. IF THE FLORIDA BUILDING CODE
15`.AL7ERED OR MODIFIED BEFORE THAT DATE, 70I5 DRAWING
o MAY BE RENDERED VOID.
s s
SHEET 4 OF 5
MUD SET
03 BAR AT 12" ON CENTER
5 BAR CONTINIOUS
ALUMINIUM SCREEN UPRIGHT
4 BAR
N
pZ0
a
STANDARD YARD Lw
ELEVATION
5 BAR AT 40" ON CENTER
WITP CELL FILLED WITH CONCRETE
DECK DRAIN
4" POOL DECK
30"
5 BAR AT 12" ON CENTER
BLOCK WALL DETAIL
WALL 3000 PSI F MP MIX CONCRETE
12BRICK PAVER I
POOL DECK X
N
1
36"
TURNDOWN WALL
5000 PSI PUMP MIX CONCRETE 4'-
2 " 6
FT RETAINING WALL RETAINING
WALL 3000 PSI PUMP MIX CONCRETE PNEUMATICALLY
APPLIED. FOOL .,
n ELL FINISHED
GRADE 12"
1
1 ---- SMALL
RETAINING WALL WALL
3000 P51 PUMP MIX CONCRETE ALUMINIUM
SCREEN UPRIGHT 4
BAR CONTINIOUS I - X
I
I I Q
LM
PT 05 BAR AT 40" ON CENTER a
WITH CELL FILLED WITH CONCRETE DECK
DRAIN STANDARD
YARD N 4" POOL DECK ELEVATION
6"
4
BAR AT 12" ON CENTER BLOCK
WALL DETAIL WALL
3000 P51 PUMP MIX CONCRETE PARKER
1" IYNOPENBERG 4 A5500. INC PROFESSIONAL
ENGINEERS LANDSCAPE ARCNITEGTS 1729
RIDGEWOOD AVENUE HOLLY HILL FLORIDA 52118 386)
67-7-6891 FAX (580) 6-7-7-2114 NTER
TYPICAL 4 RE51DENT
AL SW/POOL # 1 6 -CAa
G DESIGN
FOR ALL
5EASON5 POOLS 4 5ERVIGE y„
j s.y 185" E45T AIRPORT BLVD. P
SANFORD,
FLORIDA 40-
I-811-2020 CiTI
ISSIGNEDANDSEALED5PEETISTOBEUSEDFILE
COPY . IT WILL BE U5ED FOR A MAXIMUM PERIOD OF ONE a
YEAR EXPIRING ON 12/31/16. IF TPIE FLORIDA BUILDING CODE 08 °
IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING eeeMAY
BE RENDERED VOID. P
PARKER
MYNG f2G, P.E.#-3Q' 451. SWEET 5 OF 5
r
Residential Swimming Pool Safety Act
Requirements FL Statutes Section 515
Swimming Pool Barrier Affidavit
Owner: (L,r, i c Ul o l -
Project Address: b OTC,- .0 —
Contractor: All Seasons fool Service Inc
Permit #
I, John N. watts,, license # CPC 023576 hereby affirm that one of the following
methods will be used to meet the requirements of Florida Building Code, Section 424.2.
The pool will be equipped with an approved safety pool cover that complies with
ASTM F 1346-9 1. Standard Performance Specifications for Safety Covers for
Swimming Pools Spas and Hot Tubs.
A continuous, cane -piece barrier (child fence) meeting the requirements of Florida
Building Code 424.2.17.1 will protect the pool perimeter (pool deck). Submit
Plans must show the fences location and method of attachment, including one end
that shall not be removable with the use of tools.
A combination of non -dwelling walls (screen enclosures, child fences, etc.) will
protect the pool perimeter. Submit plans speci ying the type and location of all
non -dwelling walls.
V _ Any combination of protection which incorporates, dwelling wa.11s with doors
and/or windows opening directly into the pool perimeter which includes self
closing, self latching devices and/or exit a]arms complying with UL 2017 and
Florida Building Code 424.2.17.1.9. u tnit plans showing all types and location
of all perimeter protection. The plans must also show the location and types of all
openings as well as the hardware and/or exit alarm for each location.
I widerstand that not having one of the above (or an approved alternate) installed will
constitute a violation of Chapter 51.5 F.S. and will be considered as committing a
misdemeanor of the second clegree, punishable as provided in. section '775.08.2 or section
775.0 _ . F.S.
John N. Watts. Contractor Owner's Signature
SANFDRD
Owner's blame (Print)
OKI
aq R1lv1F
1 6 - 2634
16, PRESERI"F, AT LAKE 31ON9AOE, uf,Curdmg, W ffic, 'PI47i
en-,uq,6 as recordod ; I rNx gook 62" z0 VIV Public Coutg".
R.- Comnatal
l 1 —0— v Plumber: 17104 pease!: 90.35 5kff='- E F ?
J.R. M. Date. 41'70 995 Flood Z*ne: Liate affield work.
31 -,`2007 omplefleff Nee: 31" 4-007 Ce-Ii to: -
ffcd , Y Dania, Renne-
11, AlliedAbsirracl amd Tide Compfxn - 4 L LC
Sicwarf
Tific umdlq,# rIRACT "
A"
ID
7 AY RAVA"A
IFRMANAGEMENT A 49 75' R,
i Alfli
4
10
omw RECEIVED
SEP 2
7
2016 BY:-. IMIROAD Location
sketch
Not
to Scale
APPROVED PLANS ENG.
DEPT. lol4
hv iv-1 sjvj
q0 c c uj
A-1q Ae a3 J
a
t t a Sl o to . 'M;Irt tN wl 6.>A 0V\
kayl. C-44A.6.,&
ANOLITY EASENVEN . Wv - Cowan cow
CONMM PIVVIOLIS /
Impervious Calculati0l'
s Lot ---6000 Lot
7 sq.ft. LivingLivingt
1934 sq.ftt411sq.
ft. Driveway y 451
sq.ft. Entry 27 sq.
ft. 27 sq.ft, Lanai 0 sq.
ft. Walkway 25 sq.
ft AC Pads 6
sq.ft. Total Impervious 2854
sq.ft. ITotal P/I
Percentage 47.5% N64 t2 3
I I 4W 50, 00' 00 Ach at 5 Proposed Pool
Area
1000 sq.ft. 9 4-P
N15473'11"VI 50,00' T) 1 Door Pads24 sq.ft. Ir 75 30' (
M) S54*2XII ProposedImpervious3878
sq.ft 4 S54*23'
11"E 75.jJ' (P) Total P/I
Percentage 64.6% 3PiS-110'- FOREST
41- Froperfy Address: 126
Bristol Forest
Trail 50jfforGL 3.17
71 Sumey numbiar.- A 460S.
e Z*Ng 0MRIKINA7iOM vtovmm
AS A COUMSV
01W o Dow ARE im
FWmTKsAVMU= TO THE WWEYOR
nVOSMATION SHOULD 140 REVEID
UPON FW FLOOD
R pljRPVWS. AWD %&AV
WAVr't4t it4 lATttm
fqo r,= UY 0"i z As fA
t
InstallBattery ................................................. 3
Auto Batter C heC ........................................ 4
Mount On Wooden Fence ............................... 5
Mount On Metal Gate ..................................... 6
Mount On Wall And Glass Doors ................... 7
Additional PASS/RESET Switch ................... 8
Operation........................................................ 9
Automatic Reset Under All Conditions 10
Auto Siren OFF ............................................ I I
Automatic Continous Monitoring ................ I I
IMPORTANT ............................................... 12
Welcome
Congratulation on purchasing this YARDGUARD
safety alarm. The YARDGUARD can be used to
monitor potential dangerous areas, and provides a
a ti high volume alarm/alert when children enter these
20 o ' areas. It can be used indoors or outdoors, mounted
9 0 Q on a wooden fence or metal gates. It can be mounted
m c on any doorways or openings that lead to potentially
dangerous areas.
Caution
N The alarm siren is very loud. Never place the unit
close to your ear. Prolonged exposure to the loud siren
LO can affect your hearing.
Install the unit at minimum height 54", high enough
to be out of reach of children.
This YARDGUARD is an entry monitor device.
Whether expressed or implied, it cannot replace any
safety device. All safety precautions should be
maintained, including parental supervision.
Neither SmartPool Inc. nor anyone else who has been
involved in the creation, reproduction or delivery shall
be liable for any direct, indirect, consequential or
incidental damages arising out of the use or liability
to use the YARDGUARD.
2=
P.-
Before installing the battery, use a rubber band to
hold the magnet
sensors together
temporarily, with dot
matched to dot,
thereby preventing
the alarm from
sounding after the
battery is installed
when mounting the
unit.
To install battery, remove the four screws at the back,
then open the battery door.
install a fresh 9'V battery (not included) into the
battery compartment. Check the polarity.
Close the battery
door and tighten up
the four screws.
Now the unit is ON and
in working mode. To
check if battery is
installed properly, press
the battery check button
located at the lower right
corner. The unit will
beep when you press this
button. If no beep sound
is heard, check the
battery installation again,
or replace with a new battery.
The :nit will keep monitoring the battery level. When
it detects that the battery is low, you will hear aloud
and short beep every minute. Change battery when
you hear this beep.
Install the mounting bracket onto fence post using
the two bigger screws. Slide the alarm unit onto this
mounting bracket.
You will feel a click
when the unit is
properly installed.
Mount the two
magnet sensors onto
fence post, one on
each side, using the
four smaller screws.
Install the mounting bracket onto gate post using two
nylon straps. Slide the alarm unit onto this mounting
bracket. You will feel a click when the unit is
properly F E
installed.
Mount
the two
magnet
sensors
onto the
t w o
spacer
stands
using the
f o u r
smaller screws and then
mount this sensor assembly
onto gate
post using
the nylon
straps.
On ,; Glass
Install the mounting
bracket using two pieces of
double sided foam tape.
Slide the alarm unit onto
this mounting bracket. You
will feel a click when the
unit is properly installed.
Apply the double sided
foam tape onto the bottom
recessed area of magnet
sensor pair. Mount the magnet
sensors, one on the door and
the other on the door s3 arise,
Mount the magnet sensor with
the wire onto the stationary
surface such as door frame.
t
r!!l
A AA .0 w%.A1t provides an
additional PASS/
RESET switch, which
can be mounted on the
other side of the door
for convenient access
from both sides.
This additional switch
can be mounted by the
2 smaller screws or
double sided foam
7 8
This YARIDGUAR D is designed to monitor the
opening of gate or door, to alert an adult if a child has
opened a gate or door to a potential dangerous area.
Check the battery. Press the
CHECK button should give a
loud beep, otherwise replace
with a new battery. The unit
will give a loud siren if gate
or door is opened by more
than one inch.
For adult entry, press the
PASS button. The unit will
allow the door be opened up
to 7 seconds without
triggering alarm. However, if
the gate or door is opened for
over 7 seconds, the alarm will
trigger.
To reset the alarm, first close
the door and then press the
PASS/RESET button. The
alarm is now back to stand by
ntie'
To exit the protected area,
press the PASS/RESET
button and exit the area
within 30 seconds.
Automatic Reset under Al
Conditions
The unit will be reset automatically in 30 seconds
after the last key activation. if the BASS/RESET
button is pressed but the adult entry 7 seconds
allowance is not utilized, this adult entry allowance
will be canceled in 30 seconds, and reset to stand by
mode automatically.
9
10
q
Sired can be tUriled. OFF manually as describe on
previous section, or the Unit will reset in 4 minutes
automatically if'tile gate is closed.
AUtol atic Continous monitoring
if alarm is tri`gered and reset by itself in 4 iniiuites.
the unit will check the condition of magnet contact
sensor to decide if the door remains open or not. if
the door is left open, the alarm sounds again for 4
minutes. check the door condition a"ain and continue
the cycle until the door is closed.
Mil
Deep the distance between the two
pieces magnet sensor contacts to a
maximum of 3/4"
Test the unit by opening, the door,
The alarm should go off
immediately. Otherwise contact
SmartPool Inc. at 877-¢799- 665.
Igo not rely on the alarm until the
test results are satisfactory.
12
a
MY
a # # 22.E Mb;20 gg
ri
NO
7f 5t .,
n•
ePump"' Variable Speed Pumps
8u
Front Edge of Union to
Center of Bolt Holes
CJan7Pro Series
by ZODIACO'
F 9" —1
Bolt Holes,
Center to Center
JEP1.5 ePump Variable Speed Pump 1.5 HP
JEP2.0 ` ePump Variable'Speed Pump 2.0 HP
ePump Specifications
When installing the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket.
RecommendedPumps*
Distance from Sub -panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet
Model
Branch Fuse AMPS
Class: CC, G, H, J, K, RK, or T
Voltage Voltage Voltage Voltage
230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC
JE132.0 20A 12 10 8 6
JEP1.5 20A 12 10 8 6
Assumes three (3) copper conductors in a buried conduit and 3% maximum voltage loss in branch circuit. All National Electrical Code
NEC) and local codes must be followed. Table shows minimum wire size and branch fuse recommendations for typical installation per NEC.
4
J\tDIA/C
16 - 263
SPAt''F 0RID
OFPAR
www.ZodiacPoolSystems.com
12
110
i-.
0 100
2
90
0
80
LL
d
70
a
ca 60
a
50
E 40
f4
C
30
20
t0
10 10
0L
0
R
JEP Performance Curves
5 HP,
JEP-1.5
JEP-1.5 HP. 2400iRP
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
Flow GPM
02011 Zodiac Pool Systems, Inc. SA6219 0611
ZODIAC' is a registered trademark of Zodiac International. S.A.S.U.. used under license.
an0ylC - 7 i'Se leS
by ZODIAC`
8
6
Design
Head
Loss
ft head) 4
2
01 'r
0 30
CS150
CS200
CS250
CS100
60 90
Flow Rate (gpm)
3
Design
Pressure
2 Drop
psi)
1
0
120
Technical Specifications
CS Series Filters
Th"
Model No. CS100 CS150 CS200 CS250
Filter Area 100 ft2 150 ft2 200 ft2 250 ft2
Design Flow Rate 1 gpm/ft2 85 gpm/ft2 625 gpm/ft2 5 gpm/ft2
Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm
Six (6) Hour
Capacity
36,000
gallons
45,000 gal-
Ions
45,000
gallons
45,000 gal -
Ions
Eight (8) Hour
Capacity
48,000
gallons
60,000 gal-
Ions
60,000
gallons
60,000 gal -
Ions
Normal Start Up
Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi
Max. Working
Pressure 50 psi 50 psi 50 psi 50 psi
Cartridges
Required
1 1 1 1
Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs.
Height (`A') 323/8" 323/8" 42'/2" 421/2"
www.ZodiacPoolSystems.com
2011 Zodiac Pool Systems, Inc. SA6259 0611
ZODIACO is a reqistered trademark of Zodiac International, S.A.S.U., used under license.
Clear
OF360-CLR
Ton
OF360-08
White
OF360-01
Light Gray
OF360-.03
Light Slue
OF360-09
Bone
OF360-06
Hyt roc'ell.ef Valve Port. , Top
is removable for easy access & clean out Areafor
the Slurry Purnp to sit i.nside'thesump Fits 3-
inch and 4-inch pipe Perfect for
commercial and residential -use Includes drain .
cover and flat head Phillips screws
NICHOLS
Swimming Pool Energy Efficiency Compliance Inf0frMatiOn
NOTE- These Requirements Apply ONLY to the Filtration Pump
4 -152011ANSIMPSIRACC
Flow calculatlainsI
1 11,638
Pool water vo360 = 36 gpm- this Is the calculated flow rate lumewhichever
is greater the filtration flow rate order13,0G0,qals;. the calculated ifow rate or 36 m VNote: for pdots is
there an Ujajjary load on the filtration pump? Yes'V/ No if
so W . haj is the calculated auxiliary flow rate 70 gpm FloW'
Rald (lOW speed) 34 gpm @ 600 rprT. Minirgum
suction side Pilpe size @ 6 fps 2.5 in, minimum suction side branch pipe size 9 6 fps 2.5 in. MinI'mu,m retorts -side pipe Size @ 8 fps 2.0 in. Minin um, return side brancb pipe size o6fps 2.0 in, fitter
Fa*(s (CPWFCatrksge (0.375) D E (2.6) W] 1:1 . F] SWA (15) 70 .375
186 CS 200 Rer SizB: (F-itX31 /....
j Pump
Controls
Filtration pump
has no auxiliary load - standard time clock Filtration pump
with auxiliary load -Control model for low speed default within 24 hr Heater Model
N/A
Gas Heater
efficiency rating Heat Fump
efficiency C.O.P. No Pilot
Light) 2ND TIMER
ANSI 5 &
ANSI 7 Compliance Work Sheet rl4-Ite
Tnu" 1' j*
p0cgj0pump in feet. 26 FdMW[hsu*n*
e)in 3 11'A Ike Per A it @ 3, F&ft
loss (in feW M) In 9 r, inch *e,per I I @ DetemmeSimckfiedUH _ 4. 26
x .
07 = 1.82 owoorsuapkpft] ffffS_-&VM1
5. 26 X .
13 = 3.38 1Rda-Pip- g"
00IRekoriz) Roaealzclpsl —(fCfi 181 = .07 (tran *
e l r less chat) 146 gpm= .13 (
tom *e kfftkn loss 1DH in pog
5.2 4.0 All
61lierkeses — Tow
Nam " (M}
1— 9.2 1 Determine Pipe Sizes:
Bfamh P*.q
to be 4 Inch to keep Velocity @ 6 fps max. at 234 Upin System Flaw Rate. Trurk Skimmer & Suction
piping b
be 3 latch to keep velocity @ Q fps max. at fps Maj. at
System Flow Rate, ReW P4)hg
to be 2.5 inch 10 kFeP Vela* @ 146 gpfn System Flo w Me, pump Seleclon as
Listed on Curve I& or 0 (circle One) Ft -6on pump
J E P VS 2.0 HP Main D-ain
Cover DeWmina ft ftimberarx!
1W of Ptectui ei hi -floor Suction tuner: Uteck all W
ep*. X - 21 FLOOR
sUG900 outlets @ E-1 Q
6) 31 =Ubn outlets @ 0d1anflel drain @
el N-W'
i Ora JIM
K
C,
41
I Q2; 2 A 1111113 U 11,;;1 9.,*,:l 'kKIYU1 9 109 IMM K41 Z it I 1 0 11 t; a:)\_DINC SA'
NFORD
PARA'
2 6
3
4 Maximum Flow pate
145 gpm OPEN FLOW 360
olalaawwpal) 324 9p
m
ram. Flow GPM max. flow
gpmwl PcKts itTIE
ALL SEASONS
POOLS
i85 EAST AIRPORT
5LVD. SANFORD, EXPIRES N
BuILDING PER;
Min Max
10 20
20
30
40
50
60 1000
1000
REQUIRED INSPECTION SEQUENCE
BP# 16-2634 Address: 126 Bristol Forest
OL)
Inspection Description
Pool Foundation
Pool Plumbing Rough
Main Drain Piping
Pool Deck
Child Safety Inspection
Plumbing Final
Pool Final Inspection
ELECTRICAL PERMIT
Min Max Inspection Description
10 Light Niche Bonding
20 Pool Bonding Grid
1000 Electric Final
r ;
F
ra
ILI
Min Max Ins ection Description
REVISED: June 2014
I' AR'r AHHE MORSE? SEi 1,10LE C.:OUidT'f
CLERK OF CIRCUIT COURT & COMPTROLLER
L?K %i;•.i5 i,3 13- (.1--,i5)
RKCLE'S 0 2ii1b1C17124
NOTICE OF COMMENCEMENT RECORDED J.0/17i2016 1j1-.1.1'4'j P11
FS713.13 RL:. :I..} i(J,l.l`il] FEES $10 1-
THIS DOCUMENT MUST LSE b&PLETEDWHEN CONSTRUCTION VALUg.FK0iFkq,6?fiQt1.QQrjrs,,pp? Thi
qtrument
Prepared
by: P) (--,
f ---, PERMIT #:
TAX FOLIO M.a ' -7S d' SU`' 00 O. 0 00 0 STATE:
FLORIDA CITY OF: n
r'o rcl The
undersigned hereby gives notice that improvement will be made toycertain real prc erty, and in accordance with chapter 713, florida
statutes, the following information is provided in this notice of commencement. ^ f ^ fA ^ 1. Legal Description of property:) I f , OD LSJ-V M0 nC and
street address if avalla e erif-sc U
1J
t
LO iii I Cj • 2.
General description of improvement(s): Construct Swimming Pool 3.
Owner Information I Name0.n t G a- C- h o I S t
Address:
I l g ci S Phone:
r ax. `Fi , )
r)' a.
interest in property: — FEE SIMPLE b.
Na je
and address of femme simple titleholder (if other than o ne/r) Rhone: C
4: Contractor: me
I 11 { sy 13 • s O t7 Is Address. `
JC.t c b.
Phone number: (07 87D20 Fax 407) 3 •5404 5.
Surety: Name and address: Phone: '
1 ,, Fax: S.
Lender: Name and address: Phone:
Fax: ice
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: 8.
In addition to himsoif, Ownor doaignate3 the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713113 (
1) (b), Florida Statutes.(
Name, Address, Ph a number and fax number) 9.
Expiration date of notjf coo'mn eenncement (the expiration date Is 1 year from the date of recording unless a different date is specified) ) 1
11 I 16WARNING 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 ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. verification pursuant
to Section 92.525, Florida Statues. Under Penalties of perjury, I declare that I have read the forgoing and that facts in It are true to the best of my knowledge and
belief. Sigl<ature
of Owner) Note: per Section 713.13)1)g. Florida Statutes ( Print Owners Name ) Signature of
Owners or Owner's Authorized Ofricel Director/ Pannerl Manager State of
Florida, County of e°M
ginrument wa S
nowledged before m t lis_ day of d' 20, by who is
personown to me or who has produced, Driver License as identification 4taandid tak
ath
did not take an oath. ignature Print
Notary Name MEGAN ELIZABETH
REIS Notary Public •
State of Florida Signature of Owner) Note: per Section 713.13)1)g. Florida Statutes Commission # FF
977536 F0FF o?•
My Comm. Expires Mar 31, 2020 ,PelfkMED fjeY_iVtA'YANNEM^RSE f> CLERK
rf
TF ' CIRCUt7 C:URT ANDor yip '-Rd''..., ,'
Qa•
T 17\
rIPTROt SEMIN LE
UN1V < R A sf0tt'rFrcu+t` 1\\•rb`•
ti t)EPUTY
CLERK 8Y