HomeMy WebLinkAbout22-4282hT
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
•
Issue Date: 08/09/2022
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
a 4*r. -.-
PE IMIT OFFICEV
6 MONTHS WITHOUT APPROVED INSPECTION
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EPAIR
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DES"9*110N Of WORK
BUILINNG ILZE SO FOOTAGE
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COMPANY
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OTHER
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SIGNAruRri
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COMMERCIAL Att`s,t1,..?vx#7:i*testtt.of ,itaaldit,etNuts 'ault;kaftyL'a;s�,t }sci'of t'rp,q P-04k,Pemtnota,new
h4,.r„a,,xstsx;t10,Vodiln ;dav%otta,;,aia,,.vV.iau, R(xj iredxn,x.x, .o;errs,t,l lolml, W"Inwoki, Mlafv, W, . #'a, =t.,w
Sw r F.Astiia,�„x3urur4 .a ta,a. x.tky,k t, t'.OfaR€4tm ';L.rt=aa:,raaaE.
"«�fi'r?.)PER€t SURVEY mquifmll r.a' A NCAY ti t r:t4;ais.
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ownev & coaatrzxs;t+a+sign L 10, of arxcft wton scx eiamS
t$'usaex S,2500, a PdxwwR?;aa xa°wt;:tarrmc,~ix~swr s;. svt ,,t .x,xguE+vxf q't,%-arw. <aax ow"
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;3-780-il020 City of ZephyrPttills Permit Application Pax- 780-0j2; 1
Builoing Department.
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be sudlect to "deed" restrictions" which may be more restrio-bve
Won County regulations, The undersigned d assumes responsibility for compliance with ant applicable deed rastrictimns.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONS1BILrtiES. #I the ownerhas hired a contractor or contractors to undertake worK, they
may be required to be licensed to accordance Win state and tocaf regulations, If the conlractarim not licensed as required by taw, both the owner antl
contractor may be cited for a nusaemeanor violation under stairs law- Nine owner or inumded contractor are uncertain as to:what licensing requirements
r sat= anus, Ru the JrrtW1V1atr Work, they we advi d to L rarft the PdLF[ o C.4E ity li folding ln,vivc1iori Diviskv i i-ing ' loan at 7 7- l- 60uS-
Furthermore, tribe owner has hired a contractor orcontractors, he is advised to have tire contramons) sign portions, of the 'contractor Black" of this
application for wh4h they will be responsible, ifyou, ass the o w w sign as the crvarraaor. that may be an indication too', he is not property licenses and is
not entitled to penditting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILMES NPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Tionspartation Inplad[Fees and Recourse RectiveryFees mayapplyto the corn si or of new buildings, change of usein "sting buildings, or
expansion of ertisting buildings, as specilled in Pasco County Ordinance number T and 7, as amended, The undersigned also undersmnds, that
such fises., as may be due, will be identified at the time of pern l tang. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving itcedificaleolooduparrWorfinal if the project does cud involve a certificate of occupancy or final
Brower vellease, site pees mast tee paid prior to psmlit issuance. Furthermore, if Pasco CauntyWatentlewar Inspect fees are dire, they must be paid prior
to permit issuance in accordance with applicable Re= County ordinances,
CONSTRUCTIONLIEN L&,w JChaplie 713, Floridastatutes,erode - if valuation of work is $2,500,0 s or ative, l c ert4fg+ that L the applicant,
have been provided with a copy of the'Floricla Construction Lien omeowner's Protection Guidinprepared by the Florida Department of
Agriculture and Cons des. If the applicant Issomeone other than the "owner, t c eraly that I have obtained a copy of the above described
docurneoll and promise in good faith to deliver lice the'no er' prior to cornmencement.
CONTRACTOR'SIOWNWS AFFIDAMM I certify that all file information is this application is accurate and that all work wit be done in compliance w Fh
aft applicable Wine regulating construction, zoning and land development Application is hereby made In obtain a perish to do work and installation ae
indicated I certify the: no work or installation has commended prior to issuance of a permit and thatall mrk will be performed to meet standards of all
lavis regulating construction, County and City es, zoning regulations, and land development regulations in the jurradiblion. I also c er* that I
understand that the regulations of others government agencies may apply in the intended , and that it is my rissreinsibility to identify what actions r
mue, take to be it, compliance, Such agencies include but are not n' edto:
- Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, yvater0astew ter Treatment
- Southwest Florida Water Management leis Vlrelis, Cypress Bayheads„ Weiland Areas, Altering
Watercourses.
y Corps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways.
I understand that the fallowing restrictions apply to the use of fill,
- Use of fill is not allowed in Flood Zone 'V' unless expressly permitted.
- If the fill material is to be used in Flood Zane W, it is understood that a drainage plan addressing a
"compensating volume' will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zane # in connection with a permitted building using stem gall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I ceffify that use of such fill will not adversely affect adjacent
properties, If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued tender the attached permit application, for lofts less than one (1)
acre which are elevated by f'tii, an engineered drainage plan is required.
If I am the ENT" FOR THE OWNER, l proirthre in good faith to iftirm, the otmer of the permitting conditions set forth in this affidavit prior to
commending construction. I understand that seeptande permit may be required for electrical work, plumbing, signs. lseits, poriLs, air condifinmog, gas: or
other installations not species. lly included in the application, A penult Issued she# be construed to be a Itconse to proceed Win the work and not as
authority to violate, caricel, aker, or setaside any provisions of the technical codes, nor s€ O issuance of a permit prevent the Building Official from
thereafter reaching a correction of arrons in plans, construction or violations of any , Every `it i shall e invalid unlessthe worts
authorized by such. o it is c within sic morahs of permit Issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) mores aft€°,.r the lane tie work is commenced, An extension may be requested, in waiting, from the Budding Official for a period not to
exceed ninety (90) days and will damonstate tusfiflable cause for the extension. rb work ceases for ninety (90) consecutive days, the job is considered
abandoned,.
OWNER OR ACrp T IVIV l"�.i �t Subscribed and s to (or of nnedt LforetInethis
t � he osiers personally noun to me or bast, a� produces
P w_ as identification.
,
r
Notary Public
C �rrvsissio, s ._
ba€FtG' 4f €}. Rwved of Stamped ------
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Personally knownto sue or haslhave dui
_..mas Identification.
.0.,... ___-_------Notary Public
C..unrmirs on No,
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Manse of Notary'yped. Feinted or stamped -- -- —
tin
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INSTR#2022126822 OR E3K10629 PG3571 Page 1 of 1
06/08/2022 09:55 AM Rcpt: 2465714 Rec: 10,00 DS 0.00 IT 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit No. Parcel 10 No
NOTICE'OF COMMENCEMENT
County of
THE UNDERSIGNED hereby gives notice thatImprovement.will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
the following finfontinflowls provided In this- Notim of Commencement:
I DescrIption of Property: Paroat Identification No,
Street Address:
2. General Description of Improvement
Owner Information or Lessee Inforrnation If the Lessee contracted for the Improvement
Xddrass -my state
Intereatin Propertf,
Name of Fee Simple Titleholder:
(if rifferant from Owner listed above)
Address City State
4. Contractor:
Name
Address city state
Contractor's Telephone No.:
51 Surety; Name
Address City state
Amount of Bond: Telephone No::
Address
Lender's Telephone No.:
W
15M
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713. 13(1 Xay7), Florida Statutes:
City §t-s-te
Telephone Number of Designated Person:
8. In addition to himself, the ownerldesignates of
to receive a copyof the1lono4 Notice as provided In Section 713,13(l)(b), Florida Statutes,
Telephone Number of Person or Entity Designated by, OWneri
9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction one final payment to the
contractor, but will be one year frorn the date ofreconfing unless a different 0" in apeoheq
-,1/1RVJ1(3 TO OAFViIJY PAYM19NTS OF C0V1WEVCEWE%IT
Under penalty of perjury, I declare that I have mad the. foregoing notloso mon(tament and t the facto stated; therein are true to the beat
of my knowledge and belief. a a scis "lot"
Sut�bf` FLORIDA
COUNTY OF PASCO
as
Signs r nero q a r or's or Lessee's Authorized
or
err OfftkArlol to a ne an
Signatory's TitialOffice
(type of uthorlty, e.g., officer, trustee, attorney In fact} for
none, of Whom instrument was oxmutsa
"In Irishumahl was Produced
u lolag4 Personally Known
Cj
y of lean ific.tle. P �.�d L
M
5,1
wpdals/bosind[IC000rnmencement. pcO53048
DUKE
ENERGY,
A/VR # 45296027
inlay 31, 2022
Gulf Strearn Pools
scotth@gUlfstreampools,com
Subject: 6285 BRADFORD WOODS DR
Dear Scott High:
Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool
construction.
NO CONFLICT: Duke Energy Florida, UC has reviewed our existing facilities at the above
referenced address and has found no apparent conflict at the proposed pool location. According-,
to the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the
proposed construction.
Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 81.1 to locate
existing underground utilities prior to digging to avoid personal injury and damage to equipment.
Ryan Flaherty
STANDARD RESIDENTIAL SWIMMING POOL CONTRACT -,eFfi!P A
3916 Tampa Road
Oldsmar, Florida 34677
# CP
POOLS & SPAS, INC. Tampa/Oldsmar (813) 925-0909 Pinellas (727) 787-9334 Lie, C14,58745
This form, when properly signed by both parties or their agents, constitutes a contract between Gulfstrearn Pools and the Owner or General Contractor as
designed below, at the price, terms and conditions herein set forth on both sides of this form.
HOME PHONE:
WORK PHONE:
HIS OR HERS (CIRCLE ONE)
LEGAL OWNER:
SITE ADDRESS:----L---j-,Lr" CELL (HIS):-_______
ry
y-,
MAILING ADDRESS: ZIP r CFLL (HERS)_
COUNTY: JURISDICTIQN:'1--I—,,Z EMAIL:
LEGAL DESCRIPTION:
L`11 A—,"'ZI �1�cl
The Owner shall secure proper permission for access of contractor's equipment if such access is across property other than owner's. Any trees, bushes, sad,
walls, fences, sprinklers, septic tanks, water, sewer or phone lines, driveways and sidewalks or other obstructions above or below ground in i the areas required Fur C01 15trUG,
tion under this contract shall be removed, cared for and/or replaced by Owner, except as stated herein. Existing drainage arid soil conditions are not the responsibility of the
Gulfstrearn Pools and are the sole responsibility of the owner. If any surveys and/or engineering costs are incurred they are the sole responsibility of the homeowner.
POOL CONSTRUCTION AND MECHANICAL DETAILS
1. Pool Size Max. Width Max. Length. j o,� 23. Heater - LP or Natural Heat lcunnpSolar (Circle One)
Min. Depth Max. Depth Gas Hook -Up by Owner Size 13.7,ILL
24, Sanitizes
Shape
Vs
25, Spa: Yes No Size
2. Excess Fill
1 Filter Ltl26, Spa Raised: Yes No Height
--- t �11`
4, Pump & Motor _j� H.P. N 27. High Performance Spa Option Yes No
28. Remote For Span Yes No T
5� Surface Skimmer 1 Yoe - ----
6, Backwash Disposal --
29. Inlets Therapy Jets
7, Coping/Tile 30. Dec-0-Drain
8, Piping P.V,C. Main Drain 31 . Tree Removal Yes
9. Interior Finish (Std. Colors) -L
32.Sturrip Removal
'7�1-1111�-SI 10.Lighting/Pool L,33, Fencing - Remove & Reinstall: Included Not Included
L,\"� f Spa
11. Decks (�cryliq,,,/ Pavers 34,Screen Mansard
Other __� i Gable
\,1 White
12, Resurface Existing Deck Wall Bronze
13. Sun Shelf Swim Out "'k,
14. Handrail Bench Seat
15.Water Feature tj
16. Electrical Hook Up To Existing Service (sub panel not
included)
17, Additional Electrical
18. Water Supply (By Owner)
19.Site Conditions - 10'Access Required �
20. Brush, Vacuum Head, Adj, Pole, Vacuum Hose,
Leaf Skimmer, Test Kit f
21, Time Clock
22.Auto. Cleaner kllv�-i'�`,v-.k, a kv,
Height Doors Gutters as needed
Fan Beam Else. Incl, Yes-- No
PostsPart Roof Type
Tear out existingti
35, Waterfall �J t I
36. Retainer Wall Yes — No -- Height
Stucco Yes — No Painting No
37. Existing Concrete Removals
38,Additional Provisions:
Contract Price:
Do
TERMS OF PAYMENT: It is understood and agreed that the terms are cash and payments as set foMars rth below are due on billing, it is further
understood and agreed that the shell and other progress payments and any changes for extras, changes and additions strait be paid before
the final plaster coat is applied and pool is completed. Use of pool denotes oornpletion and acceptance, If Gulfstrearn Pools incurs any
expenses in collection, payments or enforcing terms of this agreement, the Owner agrees to pay all such costs and expenses inch,tcling
reasonable attorney's fees and court costs.
SCHEDULE OF BILLING: Deposit Excavation: 40% Concrete Shell Placement: 30% Deck: 20% Day of Interior Finish: 10%
I have read, understand and agree to the conditions printed or written on this contract, including the reverse side hereof, and no verbal agreements constitute a
part of it. I have also read, understand(;hrid agree to the condtfloirls of the Addendum to contract. This contract is void if not accepted by both parties within 30 days.
to cancel by mailingXinotips(to seller by certified mail, pustrTiarkud by fnictrilght the third day after agreement is signed.
A
A
ACCEPTED: Owner Date 0-Owner
SUBMITTED to GulfstreaPools by Date
ACCEPTED: Gulfstrearn Pools py Date
. ..... .....
'GULFSTREAM POOLS & SFAS, INC., is referred to as GULFSTREAM POOLS throughout his contract,
TERMS ON THE REVERSE SIDE ARE PART OF THIS CONTRACT, READ CAREFULLY,
PLOT PLAN
C? RIPTIOW(Aa FURNISHED)
LOT 71, OAKS OF PASCO
AS RECORDED IN PEAT BOCK 80, PAGE(S) 113 -118, OF THE PUBLIC RECORDS OF PA CO COUNTY, FLORIDA.
ON LOT CALCULATIONS
LOT
- 5,75O
SQ, FT.
LIVING AREA
= t,fr642
SQ, FT.
GARAGE
= 463
SQ. FT,
ENTRY
= 25
SQ, FT.
LANAI
= 117
SQ, FT,
PATIO
0
SQ, FT.
DRIVEWAY
360
SQ, FT,
A/C" PAD
= 4
SQ, FT,
WALKWAY
= 35
SQ, FT,
IMPERVIOUS
- 46
2671
SQ, FT,
SOD
- 3,079
SO, FT,
OFF LOT CALCULATIONS
RIGHT OF WAY
391
SGd. FT,
DRIVE APRON
- 57
SQ, FT,
PUBLIC S/W
- 250
SQ, FT.
SOD
. 84
SQ, FT,
p TOTALS
AREA
- 6,141
SQ, FT,
DRIVEWAY
= 417
SQ, FT,
U, L SIDEWALK
- 285
Q. FT.
SOD
3,163
SG2 FT,
y5}
t
e
CttS6.U'
Jul"Cc)
0
t
�.
9,0'
PREPARED FOR: �k
�a
BUILDING SETBACKS
s y�
4
to
RP 41
FRONT: 20' P 65 C1
REAR. 10`
SIDE:' i' Lit
SIDE STREET: 15'
NOTES: U_}
I, PROPOSED ELEVATIONS SHOWN HEREON ARE BASED
ON THE APPROVED ENGINEERING PLANS PREPARES)
BY CORNEL.ISON ENGINEERING & DESIGN INC,
2. ELEVATTONS ARE BASED ON NAVD 1988
DATUM,
THIS PLOT PLAN I INTENDED FOR PERMITTING PURPOSES
ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF
THE PROPOSED STRUCTURE, THE CONTRACTOR AND/OR
OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING
DIMENSIONS, AND LAYOUT SHOWN HEREON PRIOR TO .ANY
CONSTRUCTION,
THIS IS NOT A SURVEY
THIS IS A PLOT PLAN ONLY
4AND F
E�,K„ &
7AREAS
FLOOD
NO
ACT THE
BEARING BASIS:
3EARINGS SHOWN HEREON ARE: BASED ON THE CENTERLINE OF
3RADFORO WOODS DRIVE BEING N07'06'48"E, PER PLAT,
(FIELD OATE_)
SEAL. t�- 36 —FEEL--
APPRovrR By
JOB NCI . _191105 LOT 71. '�..
DkANWN BY: RMk3 .mm._
BUILDING SETBACK LINE
CENTERLINE
..�....m........-- .^.-�
RIGHT OF WAY LINE
. Yam'
PROPOSED ELEVATION
PROPOSED DRAINAGE FLOW
CONCRETE
A/C
AIR CONDITIONER
S/W
SIDEWALK
tk
I
El ~-I
QD"
-a
22 5
{j
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^ M I
I
&MAPPING INC.
CERTIFICATION OF AUTHORIZATION NUMBER L8#6393
3191 MAGUIRE BOULEVARD, SUITE 200
ORLANDO, FLORIDA 32803
(407) 426-7979
WWW.AMERtCANSURVEYINGANDMAPPING,COM
PI POINT OF INTERSEOTION
PC POINT OF CURVATURE
PT POINT OF TANGENCY
RP RADIUS POINT
END POINT OF REVERSE CURVATURE.
PcP PERMANENT CONTROL POINT
TYIA TYPICAL
CS CONCREW SLA0
`P) PER PLAT
(") CALCULATED
P8 PLAT BOOK
PGS PAGES
% FT SQUARE FEET
F,EM.A, FEDERAL EMERGENCY MANAGEMENT AGENCY
F'd.RJvI, FLOOD INSURANCE RATE MAP
NAVD NORTH AMERICAN VERTICAL DATUM
SSE SANITARY SEY&A EASEMENT
DE DRAINAGE EASEMENT'
UE UTILITY EASEMENT
1, THE SURVEYOR HAS NOT ABSTRACTED 114E
LAND SHOWN HEREON FOR EASEMENTS, RIGH1
OF WAY, RESTRICTIONS OF RECORD WHICH
MAY AFFECT THE TITLE" OR USE OF THE LAND,
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS SHOWN,
3. NOT VALID WITHOUT THE AUTHENTIC
ELECTRONIC SIGNATURE AND THE AUTHENTIC;
ELECTRONIC SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER,
i�4� t,ny c )nrc9 EY }`+ r�s, bL F ieman
u=AMERICAN WAVEYNG MAPNNG,
'i
5 11t5N44 Y){NfY �i#}
ItsOR
RtYW I00� fPk1'4AhA 5 P g Jft'.PL^JF.
k
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THE"
:2daLE AceaUatwtr3 o,x t i :Y 33
FIRM
JAMES W. BOLEMAN
PSM m6485 �
DATE
ULTRATEMP
HIGH-PERFORMANCE HEAT PUMPI
COMPARING THE COST TO HEAT YOUR POOL AND SPA
Healer/Fuel Type
Efficiency
Cost Per (Jmt
u1nittof Measure
BTW$1,00
um7qTemp pump
80
SV2
,64 962
a
P
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part #
'PaTt #
8�vaclao*
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50l6&80*
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(86-ckl
BTU/cOp
BTWCOP
STIU/cop,
S4ze(amp)
VvYftfPltaseJ
(LXWXH)
UltraTemp 7C
483933
4609E�e
75, C '), 15, 8
71DOOt5-7
230/ F.0 Hz. 1
73 lax 31)(33 "D
UltraTemp9O
4'0 13 3 1
416CW1
c0115,
84,391 /5'5
5 0 1 c C 4, 3)
50
23' '/BOHze'-
39x3lx')"3.'-j
UttraTempllO
460932
6 10
0 11 18
72, 01 C 4 C
2 3 ,, 8'-', H
3 9 x 357 x 4
1217
UltraTemp 120H/C
1460935
41t",096b
82 C 014 0
230;KHz'
39X31X44.5
UltraTenV 120C
4K937
46097
'230CC'v�,6,
1. 5 "o" c 0 15,
81 coc"4'�o
233
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39x3'xl+44-5
UftraTemp 12N
4608,33
460863
-27 3,Xl'5,7
129,C'M5,5
82 1 C 0,
5'
23,fl SCHzl
39x3'4,8,2
UKraTemp 140
460934
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14 3, 3 30 5. -9
3 4,C C,'j i;'� 6
88 3 1"D cl 0
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2 3 0 i R, 0 H, z
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UttraTerqp 140 H/C
4609�;8
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UltraTemp 140C
46C928
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P E N TA IR
seted
TRADEGRADE
1620 Hawkins Ave Sanford, NC 27330
United States 800,831,7133
pentair,com
poo,,&&, -5;)", prolless'Orais
SCALE: 1/8" = 1'0"
Designer: Date:
Scott High 05-28-2022
No Design changes can be made without written instructions from the above designer Equipment placement is always installed and set according
MTH
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10 A � U ;1 ,0 1NG C(--)DF:,
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PHYRHILL'
I T Y 0 F Z E, I I t , I 1 45
PLAN EXMINE
,rid Given My Approval To This Project
Any Changes To This Plan Will Incur A $500.00 Processing Fee
Plan Acceptance: Date:
Anh -it 765
Pool Specifications: Rectangle
Perimeter: 71 Size- 12'x24'6"
Depth: 3'to 5' Area-, 294
Gallons (Approx)- 9,000
Tile: 6x6 Coping: Paver
Filter, C-150 PUMp: Superflo
Interior Coating" Pebble
Deck type- Acrylic Area: 442
Retop- N/A Risers- n/a
DecODrain: 2" Footers: screen
Heater: Ultratemp 120
SWirnofit: 4' Benches- N/A
Skimmer: Yes Main Drains, 2
Sanitizer- iChlorK
-Agturns- 3 Flandrail: N/A
Cleaning System- DVL
Electrical Hookup: Yes
Remote Control- N/A
Light(s)- Color LED
Special: N/A
Screen Enclosure: Yes
Color: Bronze Roof: Mnasard
Door(S): 2 Gutter: As needed
Pan Roof- N/A Posts: N/A
Wall Height- Fascia Tear OUt- N/A
Spa: N/A
Size: N/A Jets: N/A
Raised. NIA Blower- N/A
Special: N/A
Notes: Microdig
Pentair Rebel
IV 1
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Gote Code: n1a
No=
=Designer- Date:
Scott High 05-28-2022
No Design changes can be made without wriften instructions from the above designer Equipment placement is always installed and set according
Return:
(3) 1.5" Pool Returns
no Given My Approval To This Project
Any Changes To This Plan Will Incur A $500.00 Processing Fee
Plan Acceptance: Date:
Job
Pool Specifications: Rectangle
P_-rimeter- 71 Size- 12'x24'6"
Depth: Sto 5' Area: 294
Gallons (Approx)- 9,000
Tile: 6x6 Coping- Paver
Filter-, C-Io'o PUMP: Superflo
Interior Coating- Pebble
Deck type, Acrylic Area: 442
Retop: N/A Risers- n/a
DecODrain' 2" Footers: Screen
Heater- Ultratemp 120
SWiMoUt: 4' Benches- N/A
Skirnmer: Yes Main Drains- 2
Sanitizer, iChlorW
Returns- 3 Handrail- N/A
Cleaning System: DVL
Electrical Hookup: Yes
Remote Control- N/A
Lights) : Color LED
Special- NIA
Screen Enclosure: Yes
Color- Bronze Roof- Mnasard
Door(s)- 2 Gutter- As needed
Pan Roof- N/A POStS: N/A
Wall Height, Fascia Tear OUt- N/A
Spa: N/A
Size: N/A Jets: to
Raised- N/A Blower: NJA
Special. NJA
Notes: Microdig
Pentair Rebel
Map
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Gate Code: n/a
OPTIONAL 12V LIGHT
W/ TRANS, " BRASS
OR PVC (SEE NOTES)
EM
FLOW SKIMMER
HRDENETNO SKIMMER NTINPEDNFLORIDA BUILDING CODE R4501
FILTRATION SYSTEM
SKIMMER THE POOL CONTRACTOR IS RESPONSIBLE FOR
TYPICAL OR. FOR #3 FURNISHING ALL DETAIL DESIGN REQUIREMENTS
REBAR, 2" OUT WITH FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
h
#8 CU TO PUMP 0 THE FLORIDA BUILDING CODE. AND ALL
NO LIMITATION TO
SHAPE EXCEPT FOR
DIVING
GENERAL POOL PLAN
N.T.S.
2'-9" MIN EXCEPT FOR
SLOPING ENTRIES. 4'-0" MAX. SEE NSPI 5 RE:
HANDHOLDS
EXCEPTION: ROPE & in
FLOATS INSTALLED IF
�
LESS THAN 4'-6"
7",—L=
MAX
i
_ 8' MIN. TO
SLOPE CHANGE
SB2836, 6-20-07
FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS, THE
USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG.
BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO
6" BELOW SUBGRADE, & 18" TO 24" FROM INSIDE WALL OF A
SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE
OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c) OF THE NATIONAL
ELECTRICAL CODE.
PAVERS OR 4" DECK DECK FINISH
3,000 psi (MIN.) CONC. PER CONTRACT
W/ # 3 BAR, 30' O.C-7 (NON—SLIP)-
12%12 ,. FOOTING
W/ (2) #3 BARS BEAM & "7=
OR (1) #5 BAR BAR OPTIONAL
6" MIN. WALL & FLOOR THICKNESS. 3000 psi (MIN.)--
CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT,
INTERSECTIONS 15" MIN. OVERLAP, 2" MIN. COVERAGE ON
STEEL W/ CONC. TO ASTM A15.A16, ASTM A30-5
(Structural subject to suitable soil conditions)
POOL SPA, DECK, BEAD, WALL, FLOOR
N.T.S.
CONSTRUCTION SHALL MEET ALL APPLICABLE
CODES INCLUDING PLUMBING, ELECTRICAL AND
OPTIONAL DECK W/
GAS PIPING SHALL BE SCH 40 PVC, NSFpw, MAX.
1j" PITCH IN 10'
PRESSURE VELOCITY 10 FPS. SUCTION 6 FPS.
—^—'
THE POOL PLAN SHALL SHOW THE DESIGN
PLUMBING AS PER THE SAMPLE WITH THE
INFORMATION REQUIRED SHOWN. MAIN DRAIN
PLUMBING SHALL BE A SINGLE UNBLOCKABLE
RAIL OPTIONAL
CHANNEL DRAIN OR AS AN ALTERNATIVE TWO DRAINS
SEPARATED BY 3' WITH APPROVED ANSI/ASME
=
A112.19.8.2007 COVERS. AS THE APPROVED DRAINS MAY
II
BE PLACED ON DIFFERENT PLANES, THE TWO DRAINS
STEPS %
SHALL HAVE A COMMON SUCTION LINE. SUCTION
OPTIONAL
GRATES MAY BE USED IF APPROVED AT A MAXIMUM
OF 1 1/2" FPS AND THE SUCTION PIPING IS RECESSED
FROM THE GRATE THE DISTANCE EQUAL TO THE
SUCTION PIPE SIZE, SKIMMERS DO NOT REQUIRE PROTECTION
CIRCULATION
AND MUST BE DESIGNED FOR A MINIMUM 2.5 gpm.
LINE —MAIN DRAIN REQUIRE
THE FOLLOWING SHALL BB LABELED WITH
(TAMPER PROOF/SEE NOTES)
LABEL MARKER TAPE AT THE FILTER LOCATION:
—LIGHTING & BONDING SAME
PIPES, VALVES, PUMP(S) OFF SWITCH,
AS POOL
-NO LIMITATION ON SHAPE
SPECIAL SPA REQUIREMENTS
—MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH
28", MAX.
GENERAL SPA PLAN
—FLOOR SLOPE 1: i 2
N.T.S.
—STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX.
RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS
THE SEAT. INTERMEDIATE TREADS AND RISERS TO
BE UNIFORM, IF THE SPA IS OPERATED
INTERMITTENTLY IT SHALL HAVE A SIX HOUR.
TURNOVER. IF CONTINUOUS A ONE HOUR TURNOVER.
—MAXIMUM TEMPERATURE 104 DEGREES.
—MEET ANSI/NSPI ARTICLE XVII, SAFETY
INSTRUCTION/SAFETY SIGNS.
—PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
SAMPLE ONLY. EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
DETERMINE SYSTEM FLOW RATE:
MINIMUM FLOW RATE REQUIRED: 35gol/Min. SKIMMER (REQUIRED: 1 Skimmer per 800sf)
POOL VOLUME: 500 Sq. Ft. x 4 Ave. Depth x 7.481 gal/cf = 15,000 Goilons
TURNOVER TIME IN HOURS: 6 Hours x 60 Min/Hr = 360 Minutes
FLOW RATE: 15,000 Gallons / 360 Minutes = 42 gpr
PIPE SIZING CHART (MAXIMUM)
PIPE SUCTION PR SSURE
1j" 35 GPM 65 GPM
MAIN DRAINS AS OF 12-19-08
ANSI/ASME A112.19.8-2007
2" 60 105
Y 1135 230
MCI
4" 235 396
MIN. GRATE OPEN
"E AREA = FLOW/17,8
FOR POOLS WITH VOLUME = 15,000 GALS,
FOR VELOCITY 6'/SEC
PUMP: STARUTE P6E6DL OR HAYWARD SUPER If
CLEANER
J HP 42 GPM 60 TURN
LINE
TURNOVER RATE = 6 HOURS = 360 MIN.
POOL FINISH
FILTER: STARITE PTM 50, 50 GPM OR
PER CONTRACT :
HAYWARD C751, 75 GPM CAPACITY,
MAIN DRAIN: HAYWARD W61048E
FINISH J"
MARCITE OR
CLEANER: HAWARD VAC LOC
EXPOSED
AGGREGATE
MAIN SUC11ON PIPE SIZE 2"
RESIDENCE
SKIMMER SUCTION PIPE SIZE 2"
CLEANER/VAC PIPE SIZE 1j"
EQUIPMENT
LOCATION
RETURN SUCTION PIPE SIZE 14"
ELECTRICAL REOUIREMENTS:
—WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42, FLORIDA BUILDING
CODE APSP/ICC 2020 AND NEC 2017.
—NO OUTLET OR OVERHEAD POWER WITHIN 10' IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN, 10'
FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL,
BRASS TO J BOX OR TRANSFORMERWHICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
R403.10.1 HEATERS
THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A
READILLY ACCESSIBLE —OFF SWITCH THAT IS AN INTEGRAL PART
OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR
EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER.
OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF
THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION
TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER. GAS —
FIRED HEATERS SHALL NOT BE EQUIPPED WITH CONTINUOUSLY
BURNING IGNITION PILOTS,
R403,10,2 TIME —SWITCHES
TIME— SWITCHES OR OTHER CONTROL MEATHODS THAT CAN
AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET
SCHEDULE SHALL BE INSTALLED FOR HEATERS AND PUMP MOTORS.
HEATERS AND PUMP MOTORS THAT HAVE BUILT—IN SWICHES SHALL
BE IN COMPLIANCE WITH THIS SECTION,
GENERAL DESIGN REQUIREMENTS
—DESIGN, CONSTRUCTION AND WORKMANSHIP
SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5,
AND APSP/ICC 6 AND APS/ICC 7 BASED ON THE
POOL TYPE.
—SEE—NSPI FOR DIVING WATER ENVELOPES.
—SLIDES SHALL MEET THE MANUFACTURE'S
INSTALLATION REQUIREMENTS,
—ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE
PROVIDED WITH A LADDER OR STEPS IN SHALLOW
END WHERE THE WATER DEPTH EXCEEDS 24" (610
MM), IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 (1524
MM) THERE SHALL BE LADDERS, STAIR OR
UNDERWATER BENCHES/SWIM—OUTS IN THE DEEP END.
ERE MANUFACTURED DIVING EQUIPMENT IS TO BE
USED, BENCHES OR SWIM —OUTS SHALL BE RECESSED OR
LOCATED IN A CORNER.
—CIRCULATION SYSTEMS, COMPONENTS &
EQUIPMENT SHALL COMPLY WITH NSF 50.
—THE MAXIMUM TURNOVER RATE IS 12 HOURS.
—FILTERS SHALL HAVE AN AIR RELEASE &
PRESSURE GAGE.
—PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081
CORROSION RESISTANT WITH STRAINER & MEET
THE REQUIRED FLOW.
—APPROVED MANUFACTURED INLET FITTINGS FOR THE
RETURN OF RECIRCULATED POOL WATER SHALL BE
PROVIDED ON THE Basis OF AT LEAST ONE PER 300
SQUARE FEET (28 2) OF SURFACE AREA. SUCH INLET
Fittings SHALL BE DESIGNED & CONSTRUCTED TO
INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE
& SHALL INCORPORATE A Convenient MEANS OF
SEALING FOR PRESSURE TESTING OF THE POOL
Circulation PIPING, WHEN MORE THAN ONE INLET IS
REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO
REQUIRED INLETS SHALL BE AT LEAST 10' (3048 MM).
—HEATER SHALL MEET ANSI—Z21.56 OR UL 1261 OR
UL 559.
—Disinfectant EQUIPMENT SHALL COMPLY WITH
NSF 50.
—PRESSURE TEST PIPING AT 50 PSI FOR 15 MINUTES OR
MEET LOCAL CODE IF GREATER.
—RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO
MEET SECTIONS 454.2.17
—WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10
IT HAS BEEN CERTIFIED THAT THESE DESIGN
REQUIREMENTS ARE IN COMPLIANCE WITH THE
FLORIDA BUILDING CODE R4501, 7TH EDITION 4S4.2-2020,
ANSI/APSP/ICC 3, ANSI/APSP/iCC4, ANSI/APSP/ICC 5, AND
ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7,
8202 NORTH ARMENIA AVENUE
TAMPA, FL 33604
Office: (813) 616-3301
Mobile (970) 703-3284
Leo ery,ProjectEngineer3ng,com
REVENONS
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BUILD IN ACCORDANCE WITH:
FLORIDA BUILDING CODE,
7TH EDITION, 2020
(CURRENT EDITION)
DESCRIPTION
POOL DETAILS
Richard Leon Cannyn, PMP, P.E.
P.E. # 65994
AS —SHOWN
,ECT No. DRAFTER: PAS DESIGNER:LG
16853 REVIEWER: LC
TO BE CHECKED BY: LC
E MEET N .
1 I17 t9n9') 1 1 OF 3
ULTRATEMP
HIZl
GH-PERFORMANCE HEAT PUMP
COMPARING THE COST TO HEAT YOUR POOL AND SPA
Heater/Fuel Type
Efficiency
Cost Per Unit
Chit ofPleasure
03TU/$1,00
UltraTempi Heat Pump
..... .......... . ..
5,80
$0A2
kWh
164,962
Navjra; Gas Heater
0.84
Thern
- ---------
No,2 Heating i iealer
Ga 1,
36,933
Flectric Resistance Heater
l'CQ
C" "12
KWh
28,442
L,P, Gas Heater
0,84
$2.73
Gal.
28,000
Costs a., e based on 2019 �ationai average '"jel costsana PedeI al peg st?rll
Please consultyour local Provider for Urf3nt aricm"g,
ULTRATEMP HEAt PUMP ORDERING INFORMATION
Model
Part #
part #
80/80/80*
80/63/80*
50/63/80*
Breaker
Voltage
Dimensions
(Almond)
(Black)
BTUXOP
aTutcop
BTUXOP
Size (amp)
(WHz/Phase)
(LxWxH)
UttraTernp 70
460930
460966
75,00015,8
70,000/5,7
50000"J
M0
230/6GHz/ l
39x31x33.5
UltraTemp 90
460931
460961
90,000/5,7
84,000/5,53
601000fli.o
50
230/60THzi I
39x31,x33,5
UltraTemp 110
460932
460962
10 8, 0 01 0 !6), 0
101,000/5,8
72,CCG/4,0
50
230/60H,,/1
39x3-2<44.5
UltraTemp 120 H/C
460935
460965
127,000/516(Heat)
'Cool)
120,000/5.4
82,000/4,0
50
230/60Hz11
39x3lxl+4,5
7100
'C
460967
�3 OC 045,6
121000/5,6
115.000!5,3
K000/4'0
50
230,16OHz/3
39x3N44,5
UltraTemp 1200
460833
460863
12'T 0 0 0 / 5 . 7
120=0/5�5
82,000/4,0
50
230/6OHz/1
----- ------
39x3ix48.2
UltraTemp 140
460934
460964
143,000/5.8
13 4, 0 0 0 15 . 6,
88,000/4,0
50
230/60Hz/1
39x3,x44,5
UltraTernp 140 HIC
460958
460,959
14(),16
00061Heat)
132,G00115A
85,000/4,0
50
2 3 0 / 6 0 H 7_1 1
39x31x44,5
7j,000/4,1(co0i)
UltraTernp 140C
460928
460929
140�000/5�8
13ZC0015.6
86,000/4,0
5 U
2,30/60Hz/3
39x3'x44,5
'Patinq,p. acco,;arse witr_ARS-lanaard 1760 (a,,D F' relative rumdi wwaw, temp, l
P E N TA I R 6setect- TRADEGRADE
T;',e L! I "a _r, In c P:' F I rmmr'�nc. 'e, e. I T,aocC,,Jl0
c �a&,
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"I C lr C i ccrllll =u 4.""J t"C �t 4c "r,' Lhs3 rave 7CISr'b dr- ^111P'Wh ec
Pr'A_"Swr<tCccfttNc' 1z
1620 Hawkins Ave l Sanford, NC 27330 i• United States 1 800,831,7133 1 pentair,com
'11K" ty Eru S.x one n-1 I b'1111 �" I i I "w", 1J47�T -t';zr 'Var�'f ro"", '�",d c�w" "r
inn— ir 13"{ o,e' "F 6'e Tr. �� Nc
ANSI/ APSP-7 5,u, ion Outlet Safety ety Com, p1hance Work'sheeet
0113MENUMM
Aldress,', 6285 Bradford Woods Dr
�r� �IISJ� 1 33542l
Brenda Lauzier
THIS DATA r5 MO TWC Porgy u w A" 'x""'a r; ?Spa i P"� vt'u" e", etc
&C—TtON OgILE—T US;
Are there drains: Yes 92
Ski,gtelkinblockable 0 Two, or r,ore 2
(if single Unblockable,indicate makee, rnode4' & Fkvw rating, the, go io trunk & retum, pipe s0ze%
Drain make &mmodei. Hayward SP1052AVw/SP1048E Cover
Listed cover flow rate: t-pm VGB Compliant ANSI/APSP-1 6 Standards
lYSTEM _FLOW RATE,
system, flow rater 100 — 91P(In
Method of determining system flow rate,-
-E Maximum How rate from the pumpsage
0 dotal dynamic head calculaticv, farwNtaIVIAains
,
0 Simplified total dynanctic head �attach PiPe;*n'Uqh + f*-er + beater resistancea
&NIP SELECnON:
Pump make &modef: Pentair Superflo VSP
(attach pump performance curve, indicating flow, as, cakulated above)
EIPE SfZE'
Branch piping size 1.5 inch @ 6 fps or lower
Trunk line size 2 inch @ a fps
Suction side filtration branch piping,, size:
2
in,
Suction side filtration trunk fine piping size:
Return side filtration branch piping size,
2
im
Return side filtration trunk line piping size:
105jo,
AuxiharV drain branch suction line piping We.,
—in.
Auxiliary drain trunk suction line piping size,
In.
AuxiharV return line piping size:
—in".
Vacuum line, if installed shall be sized to flow at
8 fps per AW-5 and shall be covered with a self-cfosing, self-tatchuing
cover per ANSI-7
t affirm that the above information is correct, and true:.
ANSI/APSP-15 Energy Efficiency Compliance Worksheet
P1, Brenda Lazier
e, 5 S 6285 Bradford Woods Dr
--- Zeaph' yrtlills FL__a3_5CZ____
Row Calculations per Standard� e JV'6"',M'F! 9,000 33 - j Rw rat
e, gum = r-,, icu dated
Note � For paa�& iess than 13,0 QgTa_!_r" v-e' -_raIz'v'!4'ted ff'vtw rate 36 gpon wlh�chhever is, greate, the fFft,,,-anan fVc�w r,,te-
Ix there an Auxiliary load or, The fifttrait'�'on purplp,'' des 0 No 0
if yes, what is the calculated au%dFar'4, 4Rkrw rate: 36 __gPmi
Maxim, um Flow Rate: 6 gpm m ��greater, vtthe fi'Nktatmr' flow ratee or the auxfflarV flow rate if the aum,,har*,,fk'w _
powered by the filtration pumpl
Minimum suction side filtratio", Pipe siiae @,) 5, fps, Minimum suction, side branch pfi, size @ 6 fps iin,
pe
Minimum return side fiftraticia ppe sere @ 8 fps jin- Wnimum return side branch, pip* size @ 8 fpa, JIM,
Note: Pipe sizing requirements apply ON&Y to iRtrapt ion pepft — do not apply to auxfliary load pipon&
Filter Type-p Sim. 150
Minimum filter area per filter, fact in the standard 150 375, = 56.25 gprn, (max, ow, tnrvu&,, f� ter%
-----------------
Factor = Filter Area x.375 (cartridget,' or, x ZC° (D,E,'j ar,,% x 15 f5and)
Backwash valve? Yes 0 No 29 (if Yes,,,mriot be 2 inch mminimurn)
Pump Selection as Osted on (check one of tiveffbifowerr - 0 Curve 'A" Less than 17,000 gal,
0 Curve T' Greater than 17,000 gaL
Make: Pentair Modelq!�per-FIo VSP
Flow Rate- 38 -----gpm @ -1000 rpm. (flaw rate must be < = maximum filtration flow rate)
Pump Controls. 0 Filtration pump with, no auxigiary load — standard time clock
0 Filtration pump wAh auxiliary load — Contra?. model for to speed default within 24 hr,
Heater Model-, Pentair Ultra Telm
Gas Heater efficiency rating: In pilot hght'�
Heat Pump efficiency C,O,P,:
Equipment Piping: Min, 4 pipe diameters, in front of pump and min. Ir after filter for future Solar,
Directional return fitting will be installed.
I aff urn that the above mformation is correct and true: