HomeMy WebLinkAbout24-7549p p ow');
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City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BGR-007549-2024
bphyrhills
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 01/25/2024
!Y)f I
Jul,
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
!1 1110 1! 111 1110 1 IM IIII!III! 1 1 1 111 111 1
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
"'EMS FAMM
accordance with City Codes and Ordinances' NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
O'N".RA' -To F2 SIGNATURE
PE 'I &FIFICE
THOUT APPROVED INSPECTION
�-Ity ui 4.UPI Iy!I llnb r°t3f IIIIL YA(J(JIIGCt LIVI I
Building Department
Date Received
Phone Contact for Permitting
Owner's Name
� � i _S
Owner Phone Number
Dwner'sAddress�
Owner Phone Number
�_—
_
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
LOT #
SUBDIVISION'(
�
PARCEL 1D#
o,
(OBTAINED FROM PROPERTY
TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADDIALT SIGN �
0 DEMOLISH
�
INSTALL REPAIR
8
PROPOSED USE
SFR COMM OTHER---�
TYPE OF CONSTRUCTION
BLOCK FRAME L STEEL
DESCRIPTION OF WORK
i RA f5cfC . % `#r
BUILDING SIZE
SCE FOOTAGE HEIGHT
W`WUILDING $ VALUATION OF TOTAL CONSTRUCTION
LECTRICAL $ AMP SERVICE PROGRESS ENERGY 0 W,R.E.C.
PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING a SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO
BUILDER COMPANY.
SIGNATURE REGISTERED YIN reeCURREN Y N
Address`
License #
ELECTRICIAN COMPANY q
SIGNATURE REGISTERED Y 1 N ��NN
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED YIN ; EE CURREN Y 1 N
Address License #
MECHANICALE:=:= COMPANY E�
SIGNATURE REGISTERED ;;N; �IEEREN Y I N
Address License #
OTHER � � COMPANY
SIGNATURE l REGISTERED Y 1 N �EE euRREN YI N
Address ( — License #
RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms: R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w! Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wJ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets Of Engineered Plans.
`***PROPERTY SURVEY required for all NEW construction,
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (AIC upgrades over $7500)
`" Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
cALY U1 4AJifJ1 ly(I 1111n r-ftn I I 11L t-W[JuLC11nJl I
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to 'deed" restrictions" which may be more restrictive
than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance, Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the 'owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, WaterANastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army 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 following 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 Zone "A", 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 Zone "A" in connection with a permitted building using stem wall
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 certify 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 under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction, I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO 0 AIN FINANCING, CONSULT
OWNER OR AGEN CONTRACTOR
is Subscribed ands (or affir ed) be e this
ve pro cc Who ista e personally oh to me or e produ d
as identification. as identification.
ry Public Notary Public
Commission No. Commission No.
Named Notary typed, printed or stamped N4..W.t. typed printed stamped STEPHANIE ANN ROSS
i�,, t,NIE ANN ROSE Notary PubfIC ,State of Florida
t "ic - state of Florida 054742
a Commission # HH 054742
o My Comm, Expires Oct 19, 2024
'Ission # HH 054742
m my Co Expires Oct 19, 2024
y Bonded through National Notary Assn,
lit ded through National Notary Assn, om
January 22, 2024
Subject: 6148 18TH ST
Dear Stephanie Ross:
Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool
construction.
NO CONFLICT: Duke Energy Florida, LLC 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 811 to locate
existing underground utilities prior to digging to avoid personal injury and damage to equipment,
Ryan Flaherty
Pro-'ect Coordinatot,
DuKe Enerav Florkta, Ulf.,J' 41.1'21 Saint 1,awrence Dr, New Port M6,ey, FL 346�5',3
0,
INSTR# 2023201425 OR SK 1 0917 P,, 2642 Page 1 of 1
11/15i2023 12:01 PM Rcpt: 2644011 Rec: 10.00 DS. 0,00 IT: 0,00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
NOTICE OF COMMF,NCEWNT
State of'FLORIDA County ofPr1SCO
Property Identification No 02-26-21-01-00000- 454
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordance with Section 713 of the Florida State Statutes, the following information is provided in tins Notice of
Commencement:
I .Description of property ('legal description):
ZEPHYR BREEZE SUB PB 14 PGS 141-142 LOT 45
Street Address 6148 18TH ST
ZEPHYRHILLS, FL 33542
2. General Description of Improvement: Install Pool & Screen Gage
3 Owner Information or Lessee information if the Lessee contracted for the improvement
a) Name and address ROMERO AQUITANIA
6148 18TH ST
ZEPHYRHILLS, FL 33542
b) Name and address of fee simple titleholder (if other than owner): NIA
c) Interest in property. Owner
4. Contractor, Paul Schaper, 8949 Gall Blvd., Zephyrhills, FL 33541 --Ph: (813) 782-0920, Fax: (813) 715-4875
5. Surety: NA
6. Fender: Name/Address: N/A
7 Identity of person within the State of Florida designated by owner upon whom notices or other documents may
be served as provided by Section 713,13(I)(a)(7), Florida Statures: :
a) Name and address:, N
b) Telephone No.: Fax No.
(oPt)_ . _ _._ .__ ._ _m___._ _ ___. .
8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as
provided in Section 713.13(I)(b), Florida Statutes:
Paul Schaper, 8949 Gall Blvd, Zephyrhills, Ft 33541 - Ph: (813) 782-0920 - Fax: (813) 715.4875
9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a
different date is specified):
WARNING TO OWNED: ANY PAYMF:NFS MADE BY TITS OWNER AIF ERTHE EXPIRATION OF i`t E NOTICE OF
C:OMYILNCEMENT' ARE, CONSIDERED IMPROPER PAYME.N I'S UNDER CHAPTER ER 713, PART 1, SECTION 713,13, FwRIDA
aT AT( i FFS, AND CAN RESUL'IAN YOUR PAYING TWICE FOR IMPROVFMEN'14 Pt1 YO IR PROPERTY, A . OTICk OF
CO VIVIENCEMENT MUSI' BE RECORDED AND POSTED ON THE`JOB SITC BEFORE TUE FIRST" INSPECTION, IF YOU
INTEND rO OBTAIN FINANCING, C'ONSIA, f YOUR LENDER OR AN ATTORNEY BEVORF COMMENCING WORK OR.
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF t° LORIDA
COUNTY OF PASCO
signature fOwneror0
nvr'sAuthorixud0t)iv�rlE7ttuctur/Partner/Mantgcr
-�
Print Nina
Tie foregoing lust iment was acknowledged before me
this day of -hj}V 24 . ', by
(type of authority, e.g. officer, trustee,
attontey in fact) i� r _ . _.
_ _ (name of party, on behalf of whom ins ent
was executed),
Personally Known OR Produ ed Identification
Type identification Produced
iv'otary Signature
of
N
SiEPHANiEANN R05S__
Notary
� 3 CommltTion � HH QS4 i
�°
v ° My Comm, E"Iria Oct
6andod the Na rboal
ANN ROSS
Notary Public . Stato of Florida
WMPHANIE
Comm155loo a HH 054742
Ay Comm. Expires Oct 19, dd24
bad dad through National Notary AM,
General
The swimming pools and spas consist of one-piece fiberglass
construction shop -formed over a mold. The material is fiberglass
reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick,
composed of isophtalic resin, vinyl ester resin, and fiberglass. The
surface finish is a neo pentyl glycol gel coat. Viking Pools produces
various styles of swimming pools and spas. When installed in
accordance to Viking Pools installation procedures, the pools and spas
comply with applicable requirements of the following codes:
2015/2018 International Building Code(E) (IBC)
2018 International Residential Code (IRC)
1997 Uniform Building Code (UBC)
BOCA@ National Building Code/2003 (BNBC)
2018 International Plumbing Code(g) (IPC)
2012/2015/2018 IAPMO Uniform Plumbing Code (IAPMO UPC)
2003 ANSUNSPI-5 Residential Inground Swimming Pools
2012 ANSI/APSP/ICC 5a Residential Inground Swimming Pools
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and
Swim Spas
2020 Florida Building Code 7th Edition
2020 Florida Plumbing Code 7th Edition
2020 Florida Fuel/Gas Code 7th Edition
2020 Florida Mechanical Code 7th Edition
2020 Florida Residential Code 7th Edition
2006 ANSI/APSP-7
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance
2017 ANSI/APSP/ICC-16
2018/2021 International Swimming Pool and Spa Code -
(ISPSC-ICC)
2007 ANSIIASME-Al 12.19,8
2014/2017/2020 National Electric Code (NEC)
2015/2018 Uniform Swimming Pool, Spa, Hot tub Code (IAPMO)
The overall pool dimensions, depths and capacities are shown in
Table 1. The units comply with ANSI/NSPI-5, specified in Section
AG103.1 of the IRC, and IAPMO IGC-2000*, specified in the UPC -
Models described in Table 2 and Table 3 can be placed up to 19-1/2
inches (49.5mm) above ground. These pools and spas may be placed
with or without concrete or wood decking. Unless elevated portions of
the units are protected from sunlight by soil berms, decking, etc., these
portions must be coated with a UV -inhibiting opaque paint that is
compatible with the laminate.
All plumbing must comply with the IPC or UPC. Electrical work must
com, , with the code in effect at the construction site. The Rool and s a
must remain full of water at all times, A permanent sign, bearing the
following statement, must be attached to the pumping equipment:
Notice -The pool or spa is designed to remain full of water at all times.
The pool shell may be damaged if the water level is allowed to drop
below the skimmer. When appreciable draw -down is noticed or if it
dealers for instructions.
A permanent label must be installed adjacent to the above sign
indicating the Viking Pools dealer's name, address and telephone
number.
Installation Procedure:
Viking pools and spas may be installed without a soil investigation by
a registered design professional(RDP), subject to the building official's
approval, provided none of the following conditions are encountered at
the site:
1. The existence of uncontrollable groundwater within the depth of
the pool or spa excavation,
2. The existence of an uncompacted fill in contact with any portion of
the pool or spa,
3. The existence of any soil types with an angle of repose that will not
support the walls of the excavation at desired slopes.
4. Danger to adjacent structures posed by the proposed pool or spa
location-
5. The existence of any cracks or openings in soil that would not
confine sand or 1/2" clean gravel bedding.
If any of the conditions above is encountered, excavation must cease
immediately. The specified conditions at the site must then be
reviewed and recommendations made by the RDP. The building official
must approve the RDP's report before work is completed.
The pool or spa excavation profile must coincide with the contours of
the pool. The over excavation is minimum 6 inches (I 52mm) on the
sides and ends. The over excavation at the pool bottom is minimum 4
inches (102mm). The backfill for the pool or spa bottom is a layer of
3-inch-thick (76mm) bedding sand matching the pool or spa profile.
This sand layer is compacted using a manual tamper and water. The
pool or spa is then set into place using a crane, excavator or manually
and be within 1 inch (25mm) of level. Simultaneous waterfill and sand
backfill operations then commence. The sand is compacted with a
tamper and water. The installer must ensure that the backfill level and
water level are approximately the same throughout this procedure.
After completion of the backfill and plumbing, the decking is placed.
Decks are prepared as indicated in Figures I though 4:
1. Cantilevered concrete decks are constructed as noted in Figure 1
in all cases.
2. Cantilevered decks are constructed with brick or stone as noted
Figure 2 in all cases.
3. Raised bond beams are constructed as noted in Figure 3 in all
cases.
4. Aboveground installations are constructed as noted in Figure 4 in
all cases.
Barriers are required where pools are on premises of UBC Group R,
Division 3, Occupancies or IBC Group R Occupancies. The barriers must
comply with Appendix Chapter 4, Division 1, of the UBC or Section
3109.4 of the IBC
Expansive soils:
For installation of pools or spas in expansive soils, the following
additional installation details must be followed subject to code official's
approval:
1. All surfaces adjacent to the pool or spas must be excavated to a
minimum depth of 12 inches (305 mm) beneath the pool bottom
and minimum 6 inches (152 mm) behind the pool walls.
2. Any soft or loose soils exposed by step I must be removed until
exposed material is solid. If the soil is still soft and loose, the upper
6 inches (152 mm) of all horizontal excavation surfaces must be
scarified and compacted with mechanical equipment. The
compacted surfaces and the excavated wall surfaces must be
maintained in a moist condition until the first lift of backfill or fill is
placed against the surface. The term compaction implies any
method necessary to consolidate the native and fill materials to
keep the pool or structure from settling.
3. The excavated bottom area of the pool or spa must be backfilled
with granular import material to approximately 6 inches (152 mm)
below the bottom of the pool or spa, wetted and compacted.
4. The remaining 6 inches (152 mm) must be backfilled beneath the
pool or spa and outside the pool walls with compacted clean sand.
The pool or spa must be filled with water as backfilling progresses
to a level equivalent to that of the backfill. The backfill must be
placed in compacted layers of approximately 6 inches (152 mm)
while a uniform height of backfill is maintained around the pool or
spa.
5. Positive surface drainage away from the perimeter of the pool and
surrounding deck is required and critical to installations in highly
expansive soils. Surface area drains and surface drainage swales
or subdrains must be placed as needed to prevent ponding or
saturation of the soil around the perimeter and vicinity of the pool to
prevent excessive shrink -swell or volume changes in the soil.
Identification:
Viking pools and spas are identified by the following information
imprinted on the top step of the pool or spa, manufacturer's name (Vikin
Pools) and address, pool or spa model designation, a coded serial
number and the evaluation report number (ESR-2014).
The units also bear the label of the quality control agency, Columbia
Research & Testing Corporation
Findings: That the fiberglass one piece swimming pools and spas are
in compliance with the above listed codes as noted in ESR-2014 subject
to the following conditions,
1 I tie construction and pool/spa installation comply with this report
and the manufacturer's instructions.
2. Electrical and plumbing installation comply with the respective
codes in effect at the construction site.
3.That all pools are installed in accordance with manufacturer's
recommendations,
4. The pools and spas produced by Viking Pools Northeast, Inc.
176 Viking Drive Industrial Park, Jane Lew, West Virginia; Viking
Pools Central, Inc., 10600 West Interstate 20 East, Midland, Texas;
and Viking Pools, Inc., 121 Crawford Road, Williams,California;
Viking Pools Southeast,40119 Country Road 54E, Zephyrhills, FL
Length, width and depth may vary up to 3% - all dimensions are to
outside edge of coping, measured from parallel lines.
VV,7H'1 PRE VA I ING
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Page Content
C-001 ..........
...... ...................... ..._.....General Notes
C-002 .....
.................. _ ...................Tables 1-3
C-001 ....
....................... ... .....Figures 1-8
C-004 ..............
............. ... __ .......Pool Models
C-005 .... ................
....... _.,._...Pool Models
C-006 ..............Spa
Models & Tanning Ledges
C-007.. - � ........
Alternative Recirculation Systems
NZIM"Mmm
Donald R. Poindexter, RE
Florida Lic. No. 64901
W9010 Me I ki M-111, W11
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TABLE 1- POOLS
TABLE 3- SPAS
TABLE 2- POOLS
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
ilI
STATE OF
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Page 2 of 7
Tables 1-3
FIG. I
TYPICAL CANTILEVER CONCRETE DECK
Bx6" - W1.4 X W1 A
WIRE MESH OR BRICK OR NATURAL
SMIN. REBAR NO. 3, ON 2'00 STONE DEC
r 91, EACH WAY.
SLOPED 1/4"�I'
12" 101,
12
1/41' GALVANIZED FOR CLAY I
FIG. 2
CONCRETE DECK
WITH BRICK OR STONE
6"X6" - WIA X WIA
3' MIN.
/
WIRE MESH OR
REBAR NO. 3, ON ZOO,
EACH WAY.
6"
10 CHAIN
3" THICK COMPACTED SOIL ONLY.
SAND (TYPICAL)
4" MIN THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
101,
;"
1
I4"
FOR CLAY(ADOBE) I., GALVANIZED — (ADOBE)
CHAIN SOIL ONLY.
3"THICK COMPACTED
SAND (TYPICAL)
MIN. THICK COMPACTED GRAVEL FOR CLAY
SAND OR 1/2" CLEAN GRAVEL
(ADOBE) SOIL ONLY
6"
FIBERGLASS
POOL SHELL
6
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
FIG. 5
TYPICAL BOND BEAM WITH SPA
POURED CONCRETE CAP,
10" Min.
BRICK. OR STONE
BRICK, FILLED BLOCK,
OR POURED CONCRETE
REBAR NO. 3, ON 24" O.C.
24" Max.
6"X6" - W1A X W1 A
DECORATIVE STONE, BRICK.
SATIRE MESH OR
OR TILE
REBAR NO. 3, ON 12" O.C.
EACH WAY.
16"
I. 3" THICK COMPACTED
SAND (TYPICAL)
4" MIN THICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
6 L SAND OR J'CLEAN GRAVEL
FIBERGLASS
POOL SHELL
FIG. 6
TYPICAL CANTILEVER CONCRETE DECK
(For rectangle pools up to 12' wide or freefrom pools up to 14'wide)
(NOT FOR USE IN EXPANSIVE SOILS)
_6"X6' - W1 4 X WI 4
WIRE MESHOR 2 RUNS
OF REBAR NO. 3
�REBAR
NO. 3 SENT IN To. "L"
0 C AROUND PERIMETER
POURED CONCRETE CAP
BRICK, OR STONE
OR j" CLEAN GRAVEL AROUND SPA
BRICK, FILLED BLOCK.
OR POURED CONCRETE
MAXIMUM
24"
BRICK, FILLED BLOCK,
OR POURED CONCRETE
—DECORATIVE STONE, BRICK,
OR TILE
DECK
AND REBAR PER LOCAL CODES
FIG. 7
CONCRETE DECK WITH BRICK OR STONE
(For rectangle pools up to 12' wide or freefrom pools up to 14'wide)
(NOT FOR USE IN EXPANSIVE SOILS)
6"X6" - W1 4 X W1 4
BRICK OR NATURAL B ,,,IONFJRREBAR
OR 2 RUNS
STONE DECK AD NO 3
,,--REBAR NO 3 BENT IN TO A "L"
3'0 C AROUND PERIMETER
If � �
-- REBAR NO. 3, RAN HORIZONTALLY
CONCRETE 2500 PSI (3000 PSI FOR 12'-V TO 14'POOLS)
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN. THICK COMPACTED
GRAVEL FOR '�-Y
(ADOBE) SOIL ONLY
(ADOBE)
OR �2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
POOL SF
x
x
REBAR NO 3. RAN HORIZONTALLY
CONCRETE 2500 PSI (3000 PSI FOR 12'-1' TO 14'POOLS)
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN. THICK COMPACTED
r
r—
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND
AND OR f'CLEAN GRAVEL
FIBERGLASS
1'2
POOL SHELL
FIG. 3
TYPICAL BOND BEAM
CONSTRUCTION
3' MIN.
81,
BACKFILLED DIRT
REBAR NO 4, ON 2'0 O.C.
EACH WAY.
-- ---- lo"
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN lilTHICK COMPACTED
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY.
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
POOL SHELL
VMIN
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
(POOLS 12' WIDE AND UNDER)
T
MAXIMUM
19 1/2" OPTIONAL
MOUND DIRT WOOD DECK
P
AROUND POOL P: .X SOOL
L:APPROX. 6"
d 61, k
ANGLE OF REPOSE
- "W-A"WiWi "_1141M
kyrfamm2molarmamummal vaplatem.43]
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Sea] -
POxx
o.64901
STATE OF A9
A.
40RI
..........
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sEE
14'-7"
IK:
�3'
maimmom =1
vjwimm��
31'
iv
T-7'
—25'
3'
CORINTHIAN 12 - RT12
5,100 gal. approx.
■
-24'
L
,5'-4"
6 1 EMPRESS - FR12
E 7,600 gal. approx.
z
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1111111111SMAW010'"' ]MIN111111111111111
—19,-9"
1777 732'
Ems
Em
CLAREMONT - V
11,700 Gal. Approx.
30'—
........... .. .. . ..
- �-31'
Eli7
14'
13' -6"
3'-6"
7
CLASSIC COVE - BHCC
11,300 Gal. Approx.
-T
61 2"
15'
-T 1
3'j6
CORONADO-BHBI
13,000 Gal. Approx-
mr-2TRIN-TWIM
Donald R. Poindexter, PE
Floridallo. 64901
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Page 4 of 7 ag e 4 J7
of Pool Models
I
a
26'-9"-
12 1"
JAVA - JV
6,800 Gal. Approx.
- ------ -------------------- 30'
ID
E
0
MAJESTY/OLYMPIA 14 - FR14
m 11,200 gal. approx
30'-
1 1
4'-6" n-.:S ja:::j
C)
t2$'-5"
12
2 —
cu
0 3:3 101
—
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VISTA ISLE - BHVI
CD
a) 8,000 Gal. Approx.
0
2 w
25'-7" 30'
KEY WEST - BFF ��__
9,000 gal. approx. 3'-5-
10,000 gal. approx.
16,
F 3
r-4'-73"
4
MALIBU/AXIOM 12 DELUXE CRUD MAUI MTK
4,400 Gal. Approx. 2,300 gal. approx.
24'_1 21'-T ---------------
3`4' l l 3F
PICASSO - TPIC PLEASANT COVE - BHPL
10,000 gal. approx. 5,000 Gal. Approx.
32'
14'
7C'
.27'-T
VALENCIA - ST
10,000 gal. approx.
T-
7
ROCKPORT-RP
12,800 gal. approx.
Donald R. Poindexter, PE
Florida Lic. No. rill)641
119 Trinity Dr Santa Rosa CA 95405
Pho,we 707-494-8761
Seat:
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475 Gal. Approx.
4
L=2=L�_2
-12'-5"
T-
TAHOE -LOS SUPERIOR - CS SHASTA-LRS MYSTIC - M
450 Gal. Approx. 700 Gal- Approx, 420 Gal. Approx. 550 Gal. Approx.
7' 10,
PLACID SPILLWAY- BOSSW ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSW TAHOE SPILLWAY- LOSSW SUPERIOR SPILLWAY- CSSW SHASTA SPILLWAY - LRSSW MYSIC SPILLWAY- MSW
475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx. 450 Gal. Approx. 700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
Is
E
SEMI CIRCLE TANNING LEDGE TSCT
400 Gal. Approx.
1 0'-T
6-10"
CD
101,
HERMOSA - VFTL
200 Gal. Approx.
U92128mm
Donald R. Poindexter, PE
Florida Lic. No. 64901
FIQga t,;A-9-1494i
Phone 707-494-8761
Sea]:
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Page 6 of 7
Spa Mode & ls
Tanning Ledges
C - 0 06
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES
- 90' ELBOWS
VENT COVER MAY (OPTIONAL) DEBRIS
BE GUTTER DRAIN-\ CONTAINMENT
WATER LINE
2ND DRAIN r-FLOOR DRAIN
%"0 VENT LINE —1�1 ffEV (SUCTION OUTLET) / (SUCTION OUTLET)
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM = 16'MAXIMUM = 30' 18" MIN
\-72xOR EQUAL TO 24" MAX
,
CIRCULATION LINE
PUMP
2"0 OR LARGER
CIRCULATION LINE
GENERALNOTES
I THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS.
2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH FBC-BUILDING AND RESIDENTIAL
3, ALL PIPING TO BE SCHEDULE 40 PVC BEARING NEE APPROVAL UNLESS OTHERWISE NOTED,
4 THE FLOOR DRAIN AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSIJAPSP13CC-1 6 2017 SUCTION OUTLET FITTING
ASSEMBLIES AND ANSI/APSP/JCC-7 2013 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE.
5, THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
FILE WITH THE BUILDING DEPARTMENT.
6. ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH
7, THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES
OF MERCURY IN 3 SECONDS
8, MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM
9 AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT EMIRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN.
OVER MUST COMM-YWJ1H
ANS7/ASMEA112 IAW),
E
O
o
M SUCTION OUTLET
> g�
{MAIN DRAIN)
M
mI 0 ALL VENT
PIPING 14"0-
1X"O
0 1/2"0
L -OPTIONAL ATMOSPHERIC VENT
VENT TO ATMOSPHERE SO VENT
WILL NOT BE BLOCKED BY DEBRIS,
INSECT INFESTATION, OR
MICROBIOLOGICAL CONTAMINATION
SUCTION OUTLET
(MAIN DRAIN)
2". A1111. 1.DISTANCE
To VENT TEE
CONNECTION
O
VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD
MODELSP-1019
4 2 - 90' ELBOWS
�11 MIN
FINISHED GRADE
ALL SUCTION 0 VENT
11PING 2"0
—2" 0
NOTES:
ALTERNATIVE SUCTION OUTLETS SYSTEM
......... . ......
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
THE VERTICAL WALL OR ONE EACH ON
TWO (2) SEPARATE VERTICAL WALLS
TO BE INSTALLED IN ACCORD WITH 2020 FBC-BUILDJNG AND RESIDENTIAL,
ANSI/APSP/ICC-16 AND 1NSI/APSP/ICC-7 2013N.T-S,
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
STANDARD NOTES
I USE 2,; SCHEDULE 40 PIPE
2 DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE
3 CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
MORE THAN 18" ABOVE WATER LINE
4 KEEP VALVES WITHIN 5'OF THE PUMP ANENOR FILTER
OUT TO OPTIONAL WATER FEATURE(S) OR SPA
LEGEND
FIBER OPTIC LIGHT
T-JOINT
SKIMMER
3" MAIN DRAIN
)
or
3-VVAY VALVE
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RETURN
3:r=
PLUMBING
apSPILLOVER
Donald R. Poindexter, RE
Florida Lic. No. 64901
Aw.19
Seal:
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Page 7 of 7
Alternative
Recirculation
Systems
WARNING: When using nwo Car roe surticq) 9ttings on a (ortirrion suctior, 11ne, Suctions olust be sop arated by a minit-nunn o" 3 f-, to Iney must be iocatea on two
different planes (i e one on loot and ane. rr. the woM,
WARNING: DO NC- Locate suction ,Tutlsrrs on rag 3lung area- or or, otcyrsfss for sud-, seating area-,
The maxii-rGir flofs ravrg far this suits o n fifti,)g jS 175 GPM This ficoor -' -. fitting is designed flor nstaHahon o,i sde w ia,l or floor of porl3bla spas, ho, Lobo, or pools in
-
con-junction cart, it lea�.t one otter suction fimng per purnis DO NOT adap,. suctron fit' brig, to siny pipe s 2e smaller thar, 1ST1,11 2' SC 40 PVC Suoor, fitting sir-d
fasteners hortid ize observed foi dar-age, or arrlofsrjng before each use sIisong, broken, or oackpd Suction fiihngs shall �le r-epk-,c:Pd befoie, use Loose ructior, frtnng�
shall be reatlached or replan ea bisfore USe f/10LMt rUC-t 0r) lnings w the wails, in the fow wells of lzcrrtabe toas, hot rubs, 0i pods Do, not mount ji-ectiy and sells
roll ow all winterizing irStruCtrlsnS and recommendations of your pool and fP-5 pncfesstoost: Opeo area of the suiction covet, is 1- 88 in'
TOOLS NEEDED:
Hole Salts, ToralUe Wren(h, PhwipsHeaN Screfoodrver
INSTALLATION INSTRUCTIONS
1, Using hole saw, cut/drill the instaliation h6e.
2. If optional gasket isi-ised, qqasketl rn,.,,st oe olaced
around V'Ireads of sucticti- wa9z fitting at- this time.
3, Piace, threads of wail fitt�ng through h6e from the
inside ,canter side) of lub/porsl
4. Install nut frorn dry side, (-,,f Tub onto tise theaci-s of
the wak fittung,
5 Using torque wrerch, teralue nui- to <44,0 ft bs
(60Nm)
J. Vify t1hat the suction,cover is Properly t1ghteled
and secured with sta;nless steel screw,
NOTE-. If Si icci-ie, $ used on fittint-3, venty that ,;!!cone !S CoMpahbin With
A,BS and PVC olast"C's,
CAUTIOV DO NOT over -torque f�ttlng t:xro5o,ri toralje cai-1 cauvle
nature ra;lure of thik'ads o,- jarnage to suhisn
fitting increasing risk of entraisr-neni
Head Loss
(Pa x 10")
16
0 40 90 fit; 3
Row (GPM)
Fois,dk, may a any ti,ir iiata is pm,J,d to, efeiance cr, y
REPLACEMENT PARTS
--7,M'
g
Z
CX spv.,,q`os rni,f) 252 i5-eo) sQs
SLI'CTION COVIER WALL Fl-FRNG CASKET
Repace ail pacts withri
7 instilled years ot
�Mimed,ately ripan
evidence of degofdMlon
it or damage
SCREW
NOTE! in we even, that one suction Ouflei: is r-FnuieteiY b1cx'sesl, the sucrion loutle"(s) lselmu) that systeni IMUST have a flow ating I-Xrable of the full Fow ua
he pornrs(s) fot- fl-le soe(ific suclion systems,
NOTE: lncrea>ing size of the PAimp fi,-,ay it co"ase fi0tv rate of suction beyonid rated safely fi,rio; causing er.tripment or death
sb`,213 CUSTOM ly/101-DED PRODUCTS 136 HERDING ROAD, NEWNAN, CIA 3066^ ( WWWC-M-oCOM,
N
Max to XL is the most energy efficient
pump in its class, combining incredible
economy and performance. to to XL
physically aligns with the entire MaxFlo
—
family of pumps for seamle8s retrofit
installations. Features such as union
connections and a variety of energy
efficiency single- and dual -speed models
make Ma to XL an outstanding choice
lor both new pool and aftermarket
installations.
AppliGedoms
* in -ground pools cl ail types and sizes
* In-groundspas
Features
* Advanced hydraulics for increased affliciency and
priming ability
* Aligns with the entire ivimFlo line for seamless
retrafirt installations
* All models include 1 1/2" x 2" union connections
* Extra tea; -holding capacity basket axr ds time
between cleaning
* See -through strainer cover lets you see when the basket
needs cicaning
* Pressure testable to 50 psi maximum
- Soffpriminj (suction lift up to 8, above .eater ievaii
peliormance Data
Performance Data — Low Speed
Pump Output WK vs,
Total Resistance to Flow
Max Rated (Feet of Head)
Model No, r, 37—ft � IS
',91= 23102 i 4
1 , 221
i SP231 5XX202 ' SS 1 42 1 21,
NOTE: For compleip pump petformance curves see page 28.
For replacement parts see page 761,
MaxFlo XL'
MEDIUM HEAD PUMP SIERIES
Model Total Rated Service Voltage
Union
Dim.
ov),
C."'a,
Number H,P, HY, Factor at 60 Hz
Connections
"A" —,aty,
Waigh-t.
Energy Efficient Max Rated Single -Speed
SP23O$X7EESP' 0.95 '/a 121, 115/208-230
1 V2' x 2"
13 3/3
1
34 lbs
VMOWEE cl'q� 3�' IT, 1
3-4 lb�,
Standard Efficient Max Rated Single -Speed
SP2305r, US 3/4 27 115/208-230
1 'W" x 2'
13
34 Its.
SP2307X10 125 1 1.25 115/208-230
1 I/z' x 2"
14 V4'
1
37 lbs,
SP231OX45 1,65 1 V2 11 115/2908-230
IW x T
15 1/2'
1
42 Its,
SF`2315X0 2.10 10 1.05 1115/208-230
/2" X 2'
15 '/2
45 Ibs.
Energy Efficient Max Rated Dual -Speed
SP2307X132"' I IC 1 1,25 230
1/2" X 2"5n
1
41 lbs,
SP2310XII52** 1,65 1 ",/2 i , 1, 230
1 '/?,' x 2'
15 1/2'
1
43 lbs,
SP2315X202'* Zig 2,0 1.05 233
1/2" X 2„
6n1
46 lbs,
NGTES- 'ENERGY STAR
"ENERGY STAR certified. Requigsseparate Hi/Lo switch when
not , c4nnwed -'0 an aumqlation System
or
Uvo-speed ualeclork,
Overall Dimensions (inches)
ON
3
PA8
MAYWARD j 0
wage i or i
Max -Flo A �:iaw sus, Total tread
T
s a
Emu icp?A�
5C�
A,SP2 ?Xi 2,;Imvs ,: J^ C.SM"aAi ii-OwSp0gd; £.S pmx7i,E . G,5?2350Xt5
.SIPMOX152ilgv$}pws` If'-s .?'�rUs3 f.S pm7xlb 114,s to 4
LL, .// w.haywar - ool.com/` s/`vools/con'L nt/s a cificat o /m -do-�-flO v- L..e 11,12912016
_ .
-111falcon. steadsteafte dfI"l tr durable
ntrciln, they can Dandle the ost
demanding applications and environmental
a nd tinn , The precision engineered core
'provides batrh d ,mli
4—
ll-ilw value.
Applications
--ground pools
--ground pool/spa combinations
Features
�-, ¢er ranks made from dufab:s, glass r itttt77it Ci CQ»
m Ityrner material to most tthe de anm� 0 the toughest
Uca
ations3 t 6akViit iri i" CiSi `'r'cit IZ ; incheing
—floor cleaning systems
v Slagle piece nje tlon-molded base and body provides
jaded strength for rel ablps corrosion -free performance,
s Trrgle (oolong knob securely fastens head to filter tarrl
of rmnating bolts or clamps
o ::x a -large cartridge ela nt vvith precision engin sed
-,re proisoles extra-strsrrgth and maximum flow
avatad„ firtwed wtrter cotiaotar and debris sump
-mveats accidental by-pass of heavy debris to peof
;beer cartridge is removed tor cleaning
" rz" or 2" FIP connectorts for plumbing versatility
Fi" (titer drain fcrfast draining. Also accepts standard
spigot Valve
izi(aWH490MdON>
P ve
y �+
flR"no rpnGaffors)
mbar
Ntratton
Area
Plow Hate*
8 Hours
10 Hours
7 51
75 ft.2
75 GPM
36,000
45,000
930
90f
80 GPM
43,200
54,000
200
120 ff'
12t13P
57,80t}
r2,0iti
75021 1
175 fr,t �
32#1 �3PrU
5L6q0�
;�i713C
-s aentrat Pesogn Plow gate based vi 1 GPNi)fi'
PaLlotmance Data — li
and i -1
Pf move (
Turnover (in Gallons)
Adel
Ptltratron
fJesfgn
lumber
Area
Plow date
B Hrtur
10 Hours
,751
75 it.2
28 GPM
13.500
16,875
511t1
io fts
734 gF'm �
16,200,
20�250,,
120t1
LV0fV
43 -GPM
21,600
7,000
Z17502
1 t.x F
s6 pm
,�sa
7g,60G
w tt -AA53 M5tlhlimflow Merinh dan27..5C;P1 Murk'
M
Yrz
StarClear
Plus
CARTRIDGE FILTERS
Effective
Model
filtration
'Dimensions
Ctrs.
cm,
Number
Area
Pace Size
Wift,
ieight
Qwa
Weigh%
C761
75 rf.l
i Me �iP
`i 3 37n'
30,
� 1
25 lbs.
C7512
75 ft,=
2" AP
13 3ls"
3V
1
26 lbs,
ED900
90 ft"
t '1h" PIP
131/9'
0"
1
26 lbs,
C9002
90 ft,°
2" RP
13 3/4tt
30"
1
26 lbs.
C1200
120 ft.'
1 tlz" Ap
13 s/a"
361,
1
29 lbs,
12002
120: It"
2" 0
13 �'la"
36"
1
29 lk
C1.7502
?175 f4.l
2" IRP
113I/V
42
1
32 lbs.
Replacement Elements Page 35
' j
t
(200ft, Range), has a I year warranty, and is made in the USA!
6 NSF Certified to the ASTM Standard F2208
0 Made in the USA; The Poolguard "Safety Buoy" comes with an in house
remote receiver that has a range up to 200 ft,, and comes with a 12 volt
power supply.
0 1 Year Warranty
In House Remote Receiver
Battery Powered
I