HomeMy WebLinkAbout21-3108City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
!BGRII -003108III -2021
.'s
Issue Date: 12/06/2021
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
PEfIT OFFICIEC)
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813-780-0020
Date Received
Owner's Address
City of Zephyrhills Permit Application
Building Department
P�h . Contact for Permittin��
Z�
Owner Phone Number
-17 TM NTJ
r\-\,U_& , 3�5'4,) 1 Owner Phone Number
Fee Simple Titleholder Name I - Owner Phone Number
Fax-813-780-0021
Fee Simple Titleholder Address I
JOB ADDRESS LOT #
1k,whOts
SUBDIVISION &pc6-nPA"-f I PARCELI
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F1 ADD/ALT SIGN DEMOLISH
PROPOSED USE
SFR Comm
TYPE OF CONSTRUCTION
BLOCK FRAMN
DESCRIPTION OF WORK
OTHER
STEEL
BUILDING SIZE SQ FOOTAGE = HEIGHT
_rWr_rT11r -_ T-r�vV I I I I I I I I I I I I I I I I I I .
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL i AMP SERVICE PROGRESS ENERGY W.R.E.C.
LUMBINIG
I-C, C
LUMB �=MECGAL_�VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING F__1 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY D511
BUILD
ER
REGISTERED LV N J FEff CURREN Y / N
I I I I
'&qq 6d 61id
Address License #
ELECTRICIAN COMPANY 4elecl "? OU
SIGNATURE REGISTERED Y/N FEE CURREN
Address License #= 13 �al
PLUMBER COMPANY
IGNATURE REGISTERED L_y L N FEE CURREN LN
Address License#
MECHANICAL COMPANY E
SIGNATURE REGISTERED ;;Y/;N; �FEEGURRENY�/N��
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURR�EIY
Address F_ 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 clumpster; 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 w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all now 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. (A/C 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
E
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 IMPACT/UTILITIES 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowners
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, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater 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 "Wunless expressly permitted.
- If the fill material is to be used in Flood Zone "K, 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.
OWNER OR AGENT—
S yw0
d S,—Mto
_—,
Who is/are Personally kn
or has/have P1
s identification.
Notary Public
Commission No
Name of Notary typed, printed or stamped
Sy Md and sworn ofFAffi.3med beforme or e�l th'
nby
Who is/are personally own to
as identification.
1 11
Notary Public
Commission No. SfI N2
___JJJJ_0
�krka4l�t_ K-MS
Name of Notary typed, printed or stamped
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Residential Pools
"'Letter from YOUr local power company
"All set -backs shall be met"'
E4203.1 Receptacle outlets.
Receptacles OUtlets shall be installed and located in accordance with Sections E4203,1,1 through
E4203,1,5, Distances shall be measured as the shortest path that an appliance supply cord connected
to the receptacle would follow withOLIt penetrating a floor, wall, ceiling, doorway with hinged or sliding
door, window opening, or other effective permanent barrier, [680,22(A)(5)]
E4203.12Where required.
At least one 125-volt, 15- or 0-ampere receptacle supplied by a general-purpose branch circuit shall
be located a minimum of 6 feet (1829 rnm) from and not more than 20 feet (6096 a1m) from the inside
wall of pools and outdoor spas and bat tubs, This receptacle shall be located not more than 6 feet, 6
inches (1981 mm) above the floor, platform at, grade level serving the pool, spa or hot tub.
[68022(A)(1)]
R4501,17Residential swimming barrier requirement,
Residential swimming pools shall comply with Sections R4501,17,1 through R4501,17,3.
Exception- A swimming pool with an approved safety pool cover complying with ASTIVI F1346,
R4501 .17.1 Outdoor swimming pools.
OUtdoor swimming pools shall be provided with ki batTier complying \,vith R4501.17, 1A thf'Mll'I
R4501 , 1'17,1,14,
R4501.17AA
The top of the barrier shall be at least 48 inches (1219 m-ni) above grade measured on the side of
the barrier which faces awayfirom the switm,ning pool. The aiaximuni vertical clearance between
Brame arrd the bottorn of the barrier shall be 2 inches (51 mrn) measured on the side of the barrier
which faces awavfrorn the swiniming pool, Where the top of the pool structure is above grade the
barrier may be at ground level or mounted on top of the pool structure, Where the batTler is
mounted on top ofthe pool structure, the niaximurn vertical clearance between the top of the pool
s1ructure and the bottom of the barrier shall be 4 inches (102 rm"n),
R4501,17A.2
The barrier may not have any gaps. openings, Indentations, protrusions, or structural cornponents
thrit, COUld allow as young Odd to crawl under, squeeze through, or climb over the barrier as herein
described below, One end ora rerriovable child barrier shall not be rernovable without the aid of
tools. Openings in any barrier, shall not allow passage of as 4-inch-diarneter (102 nim) sphere.
5
R4501AT1.3
Solid barriers which do not have openings shall riot contain indentations or protrusions except for
nonnal construction tolerances and tooted masonry joints,
R4501,17,1.4
Where the barrier is composed ot'horizontal and veilical members and the distance between the
tops of the horizontal tnerribers is less than 45 inches (1143 nim), the horizontal inenibers shall be
located on the swirriming pool side of the fence, Spacing between ver-tical members shall not
exceed I z/, inches (44 nirri) in width. Where there are decorative cutouts within vertical members,
spacing within the cutouts shall riot. exceed I °,/, inches (44 tarn) in width.
R4501AT1s5
Where the bam'er is composed ot'horizontal and vertical members arid the distance between the
tops of the horizontal members is 45 inclies (1 14 3 mrn) or more, spacing between vertical mernbers
shall not exceed 4 inches (102 inni), Where there are decorative CUtOUtS Within VC'TtiCal members,
spacing a.vithi n the cutouts shall not exceed I inches (44 rntri) in width,
R450117.1.6
Maximurn nnesh size for chain link fiences shall be a I/Anch square (57 nirn) unless thefience is
provided with slats fastened at the top or bottom which reduce the openings to no niore than 11,
inches (44 runt).
R4501 , 17,1 J
Where the balTier is composed of' diagonal rnenibers, the maximum opening fiortried by tile
diagOnal rnembers shall be no more than I v', inches (44 Ynrn),
R4501 k 17.1 a8
Access gates, when provided, shall be self -closing and shall coniply, with the requirements of
Sections R4501,17, 1,1 through R4501,17. 1,7 and shall be equipped with as self' -latching locking
device located on the pool side of the gate. Where the device release is located rio less than 54
inches (1372 min) fi-oin thc bottom of the gate, the device release niechanism rnay Inc located on
either side of the gate and so placed that it cannot be reached by a young child over the top or
through any operilng or gap from the outside. Gates that provide access to the swininung pool MLISt
opera outward away from the pool, 'Fthe gates and barrier shall have no opening greater than �/, inch
Z:-, Z7
(12.7 nirn) within 18 inches (aft;? rnryl) of the release triecharris'al,
R4501 , 17,1.9
Where a wall of as dwelling serves as par, ofthe barrier, one of the following shall apply:
1. ',.All doors and wiridows providing direct access frorri the home to the pool shall be equipped
with an exit alarm complying with U L 2017 that has a minimum sound pressure rating of 85
dBA at 10 feet (3048 mra), Any deactivatiori switch shall be located at least 54 inches ( 1372
min) above the threshold of the access, Separate alarnis are not required for each door or
window ifsensors wired to as central alarm sound when contact is broken at any opening.
Exceptions:
I, a,Screened or protected windows having a bottom sill height of 48 inches (1219 nim)
or niore rneFISUred from the interior finished floor at the pool access level,
2, b,Wiridows facing the pool on floor above the first story.
3, c,Screened or protected pass -through kitchen windows 42 inches (1067 nini)or higher
with a counter beneath,
2, 2),All doors providing direct access from the hoine to the pool must be equipped with a self -
closing, sel f- latching device with positive mechanical latclilng,/Iocking installed a rinnimum of
E
54 inches (1372 inni) above the threshold, which is approved by the aUthority having
jurisdiction,
3.
. 3.A swiniming pool alarin that, when placed in as pool, sounds an alari'll UpOn detection of an
accidental or unauthorized entrance into the water, Such pool alarni must nreet and be
independently certified to ASTM Standard F2208, titled "Standard Safety Specification 'for
Residential Pool Alanirs," which includes surflace motion, pressure, sonar, laser, and infTared
alanns. For purposes of this paragraph, the terra "swirm-ning pool alami"does not include any
swimming protection alarm device designed for individual use, such as an alan-n attach to as
child that sounds when the child exceeds a certain distance or becon-ies submerged in water.
R4501ATIAO
Where an abovegrOUnd pool structure is used as a barrier or where the barrier is mounted on top
of the pool structure, and the nicans of access is a ladder or steps, the ladder or steps either shall
be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be
stirrounded by a barrier which meets the requirements of Sections R,4501.17,1.1 through
R4501,17,1,9 and Sections R4501 . 17.1,,12 through R4501.1 T1,14, When the ladder or steps are
secured, locked or rei-noved, any opening crewed shall riot allow the passage of as 4-inch-diarntiter
( 102 nun) sphere.
R4501 A 7.111
Standard screen enclostires which trieet the requirements of Section R4501,1 7 may be utilized as
part ofor all of the "barrier" and shall be considered a "nondwelling" wall. Removable child
barriers shall have one end of the barrier nonrernovible NVithOLIA Che aid of tools,
R4501.17A.12
The barrier inust be placed around the perimeter of the pool andniust be separate front any fence,
wall, or other enclosure surrounding the yard unless the fence. wall, or other enclosure or pollioll
thereof is situated on the perimeter of the pool, is being used as part of the barrier, and ineets the
barrier requirements of this section.
R4501.17.1,13
RernovabIc child barriers inust be placed sufficiently away from the water's edge to prevent a
young child or rnedically frail elderly person who may nianage to perietrate the barrier from
iinniediately falling into the oarer. Sufficiently away frorn the water's edge shall rneari no less
than '20 inclies (508 nuri) from the barrier to the water's edge. Dwelling or nondwelling walls
including screen enclosures, when used as pail or all of the "barrier" and ineeting the other barrier
requirements, may be as close to the water's edge as permitted by this code,
R450117.1,14
A wall of a dwelling may serve as part of the barrier if it does not contain any, door or,,A,indow that
ide access from the honie to the swimming pool,
opens to prov] direct
R4501ATIA5
A mesh safety barrier meeting the requirements of Section R4501,17 and the following minimurn
requirements shall be considered a barrier as defined in this section:
1. Undividual component vertical support posts shall be capable of resisting a minimurn of 52
pounds (229 N) of horizontal force prior to breakage when measured at a 36-inch (914 mm) height
above grade. Veftical posts of the child rnesh safety barrier shall extend a minimurn of 3 inches
(76 nim) below deck level and shall be spaced no greater than 36 inches (914 than) apart,
2, 23he mesh Utilized in the barrier shall have a minimum tensile strength according to ASTM D5034
of 100 pounds per foot, and as minimum ball burst strength according to ASTM D3787 of 150
pounds per foot. The mesh shall not be capable of deformation such that as I, -inch (6A reams) round
object could pass through the mesh,
The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or
"slight d iscolo ration" when tested according to ASTM G53 (Weatherability, 1,200 hours),
3- 3.When using a molding strip to attach the mesh to the vertical posts, this strip shall contain, at as
miniMUM, #8 by 1,-inch (12.7 mrn) screws with a minimum of hen screws at the top and two at the
bottom with the remaining screws spaced a rnaximum of 6 inches (152 ream) apart on center,
4, 4,Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of as
nonconductive material,
5, 5,A latching device shall attach each barrier section at a height no lower than 45 inches (11 613
mm) above grade. Common latching devices that include, but are not limited to, devices that
provide the security equal to or greater than that of as hook -and -eye -type latch incorporating as
spring actuated retaining lever (commonly referred to as as safety gate hook),
6, 6.The boftorn of the child mesh safety barrier shall not be more than 1 inch (25 rnm) above the
deck or installed surface (grade),
7, R4501.18 Ladders and steps.
8. All pools whether public or private shall be provided with a ladder or steps in the shallow end
where water depth exceeds 24 inches (610 mm), In private pools where water depth exceeds
5 feet (1524 urea), there shall be ladders, stairs or underwater beriches/swirncarat s in the deep
end, Where manufactured diving equipment is to be used, benches or swirnouts shall be
recessed or located in a corner.
9, Exception: In private pools having more than one shallow end, only one set of steps are
required, A bench, SWiry.-OUt or ladder may be used at all additional shallow ends in lieu of an
additional set of steps,
1D tn/�j+ 9th. Avenue SECTION 12 TOWNSHIP 20 SOUTH RANGE 21 EAST
Not R covered --
- BOUNDARY SURVEY
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9. j MA y TO PANEL
g' I AOEN^Y (FEMA) FLOOD INSURANCE PATE
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loop (3555) Wa erl Mete
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N01'57'30"E
16.07' 16' Platted Alley
N01'21'03"E-15.92E
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COLONNTI' COMPANY LANDS (commonly called YFn lings Addition) a :Corded in Plat Book 2,
Page 16 of the Public Records ofPeseo County, Florida, the said tract being in the Southwest 1/4 bLANCY ROBLES
of the Northwest 114 of Section 12, Tovmship 26 South, Range 21 East, all lying and being to MASTERPIECE TITLE
Pasco County, Florida. _ OLD REPUBLIC NATIONTTAL Tl= INSURANCE COMPANY
i
REVISION CERTIFICATION
" F.EIi fe b'F7 b�S, scone
4 DAT£ JOB N0, D£SCRiPTION PS PG THIS IS TO CERTIFY THAT A SURVEY OF -HE ABOVE 2a5 rlag.lf'y lxi0e, Puiic A 1
517, Page 8'.0 ofthe
-I- WAS PROPERTY MADE UNDER MY Slf'ERViSIOH CA3.
.AND ACCURATE
vern nits, Thiess noted, . ( IIo. (SIB)
S 3354H-2185
REPRESENTATION THEREOF AND THAT SAID SURVEY MEETS 1-2-13 NE Carper Sib 24 1fn 8133)vID-33 0
THEMINIMUM TECHNICAL STANDARDS AS SET FPRihI 9Y THE ( @(a.Y (eia) 84g-3350
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS ROBLES
- - -- - IN SECTION 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE, and the original raised seal of A (12Q722)
PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
-e 4 DATE: 12-31-2012 DRAWN: JHF
id mapper,. this drawing, sketch, plat ��
1 purposes only and is not valid, JOHNNY H FLETO-icP I SCALE' 1'=20' J08 r 12 279 �
PPOFESSIONAL LAND SURVEYOR NO 646 Ct'K UHF F.B. 416 PG 24
r — -.—
INSTR#2021213950ORBK10455PG1654 Page 1 of 1
10106/2021 03:49 PM Rcpt: 2361419 Rec: 10.00 DS: 0.00 IT: 0.00
SIH
41,
NOTICE OF COMMENCEMENT
State of FLORIDA County of PASCO
Property Identification NO: 12-26-21-002A-01900-0030
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 this Notice of
Commencement: 1. Description of property (legal descripdan): I .
Assessed in Section 12, Township 26 South,,Range 21 East
of Pasco County, Florida
Street Address 5635 23RD ST
ZEPHYRHILLS, FL 33542
2. General Description of Improvement- In ground Fiberglass Pool, Deck, Screen Enclosure,
3. Owner Information or Lessee information if the Lessee contracted for the improvement
a) Name and address: HARRISON CATHERINE R
5635 23RD ST
ZEPHYRHILLS, FL 33542
b) Name and address of fee simple titleholder (if other than owner): N/A
c) Interest in property: Owner
4. Contractor: Paul Schaper, 8949 Gall Blvd., Zephyrhills, FL 33541 — Ph: (813) 782-0920, Fax: (813) 715-48
5, Surety: NA 1-0
ti
6. Lender: Name/Address: N/A
I S
7. Identity of person within the State of Florida designated by owner upon whom notices ory;other documents y
be served as pNand
d,by.-Sectioii-713.13(l)(a)(7), Florida Statures -
a) address: N/A Fax No.
b) Telephone No.:
0 CO
8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as 19 W E
provided in Section 713.13(1)(b), Florida Statutes: �C; 3
;5
Paul Schaper, 8949 Gall Blvd, Zephyrhills, FL 33541 — Ph: (8 13) 782-0920 —Fax: (813) 7154875 4�
9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless m Q>
Z 0
different date is specified):
M
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF :2 >' t5
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORjlkk��-
t t
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF Qa) 5
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE EF Zi 0
, jon SITE BEFORE THE FIRST INSPECTION. YOU 2-0
INTEND TO
OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR 0,0
4�
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO Z ,0. h— f ChuneTorOwner sAu ,rnidOffirerlrDhirect-rlPmtner/Manager
The foregoing ins nt was acknowledged before me this — day o I I by
/-V !�(=I
—(type of authority, e.g. officer, tee,
attorney in fact) far (name of party on a of wh ns t
was executed).
Personally Known OR Produced Identification a
Notary Public State of Florida
Type of Identification Produced bi NI. Alicia Herweh-Cannon
VMy Commission GG 218378
Expires 05/16/2022
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17A
one Story Frame
Residence #5635
44�8
8 Z ,5'X15' Xq 's,
;Conc. Pali Conc, Pbd
194A 1; Wood Fence
Water M e',
'62 Platted Alley
DUKE
"ENERGY.
wR # 41746541
August 5, 2021
Schaper Construction
amanda@schaperconstruction.com
Subject: 5635 23RD ST
Dear Schaper Construction:
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.
Sincerely,
Erika McCullough
Project Coordinator
Duke Energy Florida, LLC 4121 Saint Lawrence Dr, New Port Richey, FL 34653
Hayward's staircleav Plus filters offer
quality, value and convenience in cartridge
filtration. Because of their durable
construction, they can handle the most
demanding applications and environmental
conditions. The precision engineered core
provides extra strength and maximum
flow. StarClear Plus filters deliver proven
performance and value.
Applications
* In -ground pools
* In -ground pool/spa combinations
Features
• Filter tanks made from durable glass reinforced co-
polymer material to meet the demands of the toughest
applications and environmental conditions, including
in -floor cleaning systems
• Single piece injection -molded base and body provides
added strength for reliable, corrosion -free performance
• Single locking knob securely fastens head to filter tank,
eliminating bolts or clamps
• Exira-large cartridge element with precision engineered
core provides extra -strength and maximum flow
Elevated, filtered water collector and debris sump
prevents accidental by-pass of heavy debris to pool
when cartridge is removed for cleaning
o 1 1/2" or 2" FIP connections for plumbing versatility
o 1/2" FIP filter drain for fast draining. Also accepts standard
spigot valve
non Data — Residential
Model
umber
Effective
Filtration
Area
Design
Flow Rate*
Turnover (In Gallons)
8 Hours
10 Hours
75 ft.2
75 GPM
36,000
45,000
_C751
000(2)
go ft.2
90 GPM
43,200
54,000
120 ft.'
120 GPM
57,600
72,000
Q,1_7502___L__
175 ft.2
120 GPM
57,600
72,000
Design Flow Rate based on I GPM/ft!
ce Data — APSP-15
-Model
NoMber
Effective
Filtration
Area
Design
Flow Rate*
Turnover (In Gallons)
8 Hours
10 Hours
75 ft 2
28 GPM
13,500
16,875
i900(2) �
tt
go ft.2
34 GPM
16,200
20,250
—
120 ft.2
—
45 GPM
—
21,600
27,000
C17562
175 ft.2
66 GPM
31,680
39,600
,sign Flow Rate based on .375 GPM/ft.'
d by pump size and piping system hydraulics. 2" piping is
led for flow, rates above 90 GPM. Refer to "Friction Loss" in
section, pages 22-25,
'8m , i ent Elements — Page 3$
C900 StarClear Plus Filter
Effective
Model
Filtration
Dimensions
Clearance for Ctn.
Ctn.
Number
Area
Pipe Size
Width
Height
Head Removal Qty.
Weight
C7 51
75 ft!
1 1/2" FIP
13 1/8
30"
19" 1
26 lbs.
C7512
75 ft.2
2" TIP
13 1/8
30"
19" 1
26 lbs.
C900
90 ft.2
1 1/2" FIP
13 3/8
30"
19" 1
26 lbs.
C9002
90 ft"
2" FIP
13 3/8
30"
19" 1
26 1 bs.
C1200
120 ft.2
1 1/2" FIP
13 3/8
36"
25" 1
29 lbs.
C12002
120 ft,2
2" FIP
13 1/8
36"
25" 1
29 lbs.
C17502
175 ft.2
2" FIP
13 3/8
42"
30" 1
32 lbs.
parts see pages 180-181.
Titanium Heat Exchanger
auiet Technology
"A.
Profiled far, blade desion
provides high-performance
and quiet operation.
Titanium counterAlov.,
heat exchanger for
unrivaled, uncompromising
and trouble -free
performance — even under the harshest
conditions.
Acoustic comprecso, cover
rnir7u-.'�_-as compressor sound
fo- a �uiet baclhard ,
High Performance Evaporator
Coil and Union Connections
Digital L.E.D. Control Panel
JIU2 Gold C07,'0810r.
-=s� -�_Kan' 3 evac raor
SC;{ provvides lasting
ar"aiient curabil"P.,,,
~P=!1. �-J.V.
.1 in coastal
=--I J.'anme'11T&
=as''L0 read digital
Lemps-rature display with
5a'cnic frost COnt'01
J temperature loc'v'out
Capability.
Footprint
2� Y. 2 i, Union
Connect tions for high
efftisuncy plumbing and
easy installation and
maintenance.
Compact t L allows
for e--nv !P:S-� azici!S is ideal iar retrofit replacements, and has
-is i 7 -jithcu� the
.eet local coJes,. L
need for a-.Cezzscr" Kits.
HP21104T HeatPro
H11214U41 Healpro
K�Alff MP
Model Voltage MIN Circuit Diameter Weight (lbs.)
Number BTU C.O.P. Platform Hertz/Phase Protection Width x Depth Height Unit Ship
95,000 to 140,000 BTU HEAT
HP21004T 95,000 5.7
Square
240/60/1
50A
30 1/4" x 34"
37'
230
270
HP21124T 110,000 5.7
Square
240/60/1
50A
30 1/4" x 34"
44"
245
285
HP21104T 110,000 5.7
-Round
240/60/1
50A
31 1/4"
40"
245
285
HP21104TC* 110,000 5.7
Round
240/60/1
50A
31 '/4"
40"
245
285
HP21254T 125,000 5.7
Square
240/60/1
50A
30 1/4" x 34"
37"
245
285
HP21404T 140,000 5.7
Square
240/60/1
50A
301/4" x 34"
44"
280
320
HP21404TC* 140,000 5.7
Square
240/60/1
50A
301/4" x 34"
44"
280
320
NOTE: %owAmbient Operation - Continues to Heat to Temperatures as low as 40' F.
120,000 BTU HEAT I COOL
HP31204T 120,000 5.7 Square 240/60/1 50A 30 1/4" x 34" 37" 250 290
45,000 to 50,000 BTU HEAT
HP50HA 45,000 5.4 Side Air 208-230/60/1 20A 41 1h" x 17 1/4" 25 "/F 120 160
HP50TA 44,000 5.2 Top Air 240/60/1 20A 30 1/4" x 34" 29" 120 160
---------------------------------------------------
HP21104T HeatPro
HP21404T HeatPro
For replacement parts see pages 226-231 14AYWARD 10
MaxFlo XL is the most energy efficiellt
pump in its class, combining incredible
economy and performance. MaxFlo A
physically aligns witll the entire maxi'lo",
family of pumps for Seallfless retrofit
installations. Features such as union
connections and a variety of energy
efficiency single- and dual -speed models
make Maxi'li) XL an outstanding choice
for both new pooi and afterniarket
installations.
Applications
• In -ground pools of all types and sizes
• In -ground spas
Features
* Advanced hydraulics for increased efficiency and
priming ability
* Aligns with the entire MaxFlo line for seamless
retrofit installations
* All models include 1 1/2" x 2" union connections
* Extra leaf -holding capacity basket ext ,Pds time
between cleaning
* See -through strainer cover lets you see when the basket
needs cleaning
* Pressure testable to 50 psi maximum
* Sell -priming (suction lift up to 8' above water level)
Performance Data
Max Rated
Model No.
PUMP Output (GPM) VS.
Total Resistance to Flow
(Feet of Head) _
20 ft
30ft 1
40ft 1
507
�6O f t
70 ft
SP2305X7EESP
42
14
F
SP2305X7(EE)
65
55
43
26
—
—
SP2307XIO
I 80
70
57
41
9
—
SP231OX15
1 92
81
70
55
35
S SP2315X 220
�1 14
�11 031
90
75
55
Perforaiance Data — Low Speed
Max Bated
Model No.
Pump Output (GPM) vs.
Total Resistance to Flow
(Feet of Head)
5 ft 110ft
20f,
21 Ift,
30 ft
377 �22
--15ft'
�S�P2307X`102
S1`231052
42 1 29
4 'q
L2,
SP2315x202
I 1 55, 42
L 5
-
21
—
__
NOTE: For complete pump performance curves see page 28.
MaxFio XL"
MEDIUM HEAD PUMP SERIES
MaxFlo XL Pump
Model Total Rated Service Voltage Union Dim, Ctn. Ctn.
Number H. P. H.P. Factor at 60 Hz Connections "A" Qty. Weight
Energy Efficient i�ax Rated Siaagle�Speetl
S P.23055X-7 EES F" 0,95 'A 1.27 34, lbs'
Standard Efficient Max Rated Single -Speed
SP2305X7
0.95 1/4
1,27 115/208-230
1'/2" x 2"
13 1/4 1
34 Ids.
SP2307X10
1,25 1
1.25 115/208-230
1 1/2" x 2"
14 '14
37 lbs.
SP231OX15
1-65 1 1/2
11 115/208-230
1 1/2" x 2"
15 1/2" 1
42 Ins,
SP2315X20
2.10 2.0
1.05 115/208-230
1 1/2" x 2"
15 '/2
45 lbs.
Energy Efficient Max Rated Dual
-Speed
SP2307X102-` '--
1.25 1
1.25 230
1 1/2" x 2"
15' 1
41 lbs.
SP2310XA152*'-
1.65 1 '/2
'I'l 230
1 '/2" X 2"
15 '/2' 1
43 lbs,
SP2315X202"-
2J0 2.0
1.05 230
1 1/2" x 2"
16" 1
46 lbs.
NOTES: —ENERGY STAR certified.
*ENERGY STAR certified. Requires separate Hi/Lo switch when not connected to an automation system or
two -speed timeclock.
Overall Dimensions (inches}
9.46
r
L
R M
11.16
7.63
7.38 - 8.16
8.48
For replacement parts see page 1M.
Page I of I
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y� "
'�
For Multiple Drain Use Only
i
175 GPM - Subrnerged
t
'
Life: 7 Years
, ,,
Floor or Wall
WARNING: When using two or more suction fittings on a comr-non suction line, suctions must be separated by a minimum of 3 ft or they must be located on two
different planes (i.e. one on floor and one on the wall).
WARNING: DO NOT locate suction outlets on seating areas or on backrests for such seating areas.
The maximum flow rating for this suction fitting is 17S GPM. This suction fitting is designed for installation on side wall or floor of portable spas, hot tubs, or pools in
conjunction with at least one other suction fitting per pump. DO NOT adapt suction, fitting to any pipe size smaller than ASTM 2" SCH 40 PVC. Suction fitting and
fasteners should be observed for damage or tampering before each use. Missing, broken, or cracked suction fittings shall be replaced before use Loose suction fittings
shall be reattached or replaced before use. Mount suction fittings on the walls, in the foot wells of portable spas, hot tubs, or pools. Do not mount directly under seats.
Follow all winterizing instructions and recommendations of your pool and spa professional. Open area of the suction cover is 12.88 ins
Head Loss
TOOLS NEEDED:
(Pa x 103)
32
Hole Saw, Torque Wrench, Phillips Head Screwdriver
16
INSTALLATION INSTRUCTIONS
1. Using hole saw, cut/drill the installation hole.
2. If optional gasket is used, gasket must be placed
o
around threads of suction wall fitting at this time.
40
90
Flow (GPM)
140 190
3. Place threads of wall fitting through hole from the
Results may
vary- this data is provided for reference only.
inside (water side) of tub/pool.
4. Install nut from dry side of tub onto the threads of
REPLACEMENT PARTS
the wall fitting.
S. Using torque wrench, torque nut to <44.0 ft. lbs.
(60Nm`'
6. Verify that the suction is properly tightened0
t
-cover
and secured with stainless steel screw.
25275-OOX-003
("X" specifies color)
25215-000-002
25215-000-004
SUCTION COVER
WALL FITTING
GASKET
NOTE: If, silicone is used on fitting, verify that silicone is compatible with
ABS and PVC plastics.
y-,
2eplace all parts within
CAUTION: DO NOT over -torque fitting. Excessive torque can cause
m
7 installed years or
immediately upon
premature failure of threads of damage to suction
25275-000-001
61008-083-200
evidence of degradation
or damage.
fitting increasing risk of entrapment.
NUT
SCREW
NOTE: In the event that one suction outlet is completely blocked, the remaining suction outlet(s) serving that system MUST have a flow rating capable of the full flow of
the pump(s) for the specific suction system.
NOTE: Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death.
CAPTION: Hair.or body parts blocking the spa:or pool suctions maybecome trapped and held against the suctionfjtting. En
against the.suction fittings can result in d{relinine or.otKeirse?uere Irjnry, NeVersit on or'lean up against suction fittings,,Neve°
mayiranum ellowable flow rate stated orr.ths suction fitting. The suction'fitting and fasteners sHrould be inspecteef for damage.,
before each use of the facility. ;Missing, broken; or`craeked suction=fittings shalt be replaced before usinig th(s facility. Loesese
shall be reattached or replaced `before use of this ,fail:flity.
secure h.-
bathtub.
hP
r
sb1213 CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 1 WWW.C-M-PCOM
u
t
Pump
s Motor
t
a
ain 3
�m
Port Valve
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 get 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@ (IBC)
2018 International Residential Code (IRC)
1997 Uniform Building Code (UBC)
BOCA(D National Building Code/2003 (BNBC)
2018 International Plumbing Code& (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 ANSI/ASME-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 ANSUNSPI-5, specified in Section
AG1 03.1 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
comply with the code in effect at the construction site. The pool and spa
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 she[[ may be damaged if the water level is allowed to drop
below the skimmer. When appreciable draw -down is noticed or if it
becomes necessary to drain the pool or spa, contact Viking Pools or its
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 (RD P), 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 1 though 4
1. Cantilevered concrete decks are constructed as noted in Figure I
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 (Viking
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 (AA-527),
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. The 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
are manufactured under a quality control program with inspections
by Columbia Research &Testing Corporation (AA-527).
Length, width and depth may vary up to 3% - all dimensions are to
outside edge of coping, measured from parallel lines.
.QZ610.M
Table of Contents
Page Content
C-001
C-002
C-003
C-004
C-005
C-006
C-007
.....................................General Notes
_._....._..........__......_..........._Tables ..............Tables 1-3
...... ....... ..... ..Figures 1-8
...... ... ___ .... ....Pool Models
I. _ . ........ .............. ....Pool Models
........Spa Models & Hydro Zone Models
...........Alternative Recirculation Systems
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Seal
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FIG, 1
FIG. 2
TYPICAL CANTILEVER CONCRETE DECK
CONCRETE DECK
6"X6" - V" 4 X 0/1 1
WRE VIES, OR
BRICK OR NATURAL
WITH BRICK OR STONE
3' MIN
RERAR NO 3 ON 2'0 O.C.
STONE DECK
6"X6 W' 4 X WI I
r:SL:IIEI
EACH WAY
.3 MIN ,
WIRE MESH OR
FREAK NO 1, ON 2 O.C.
114"=1'
EACH WAY
L.
6
12"
101,
6"
12"
101,
101,
04'GALVANIZED FOR CLAY
CHAIN (ADOBE)
FOR CLAY
3" THICK COMPACTED SOIL ONLY
10
114" GALVANIZED
(ADOBE)
SAND (TYPICAL)
CHAIN
SOIL ONLY
4" MIN THICK COMPACTED
3" THICK COMPACTED
GRAVEL FOR CLAY
SAND (TYPICAL)
(ADOBE) SOIL ONLY
4" MIN THICK COMPACTED
SAND OR 1/2' CLEAN GRAVEL
GRAVEL FOR CLAY
(ADOBE) SOIL ONLY
6"
FIBERGLASS
POOL SHELL
SAND OR 1/2" CLEAN GRAVEL
6"
FIBERGLASS
III
POOL SHELL
FIG. 5
TYPICAL BOND BEAM WITH SPA
BRICK FILLED BLOCK
OR POURED CONCRETE
MAXIMUM
24"
POURED CONCRETE CAP
POURED CONCRETE CAP
10" Min. BRICK..OR STONE
'U
BRICK OR STONE
ONE
/—BRICK FILLED BLOCK.
OUR
OR POURED
E D CONCRETE
IF
BRICK FILLED BLOCK
OR POURED CONCRETE
`X1 DECORATIVE STONE BRICK,
WEA.H
24" Max.
OR TILE
6"X6" W1 4 X \N1 4
DECORATIVE STONE BRICK,
WIRE MESH OR lvx CONTIr
OR TILE
REBER NO 3, ON 12' O.C.
_ _
.1
x
PER LOCAL CODES
3" THICK COMPACTED
SAND (TYPICAL)
4" MIN THICK COMPACTED
SAND OR ry'CLEAN GRAVEL AROUND SPA
GRAVEL FOR CLAY
L
(ADOBE) SOIL ONLY
6"
SAND OR-" CLEAN GRAVEL
12"
FIBERGLASS
POOL SHELL
FIG. 6
FIG. 7
TYPICAL CANTILEVER CONCRETE DECK
CONCRETE DECK WITH BRICK OR STONE
(For rectangle pools up to 12' wide or freeform pools up to 14'
(For rectangle pools up to 12' wide or freeform pools up to 14'
wide)(NOT FOR USE IN EXPANSIVE SOILS)
wide)(NOT FOR USE IN EXPANSIVE SOILS)
SO 4 X W1 4
[-1 -2'MIN
"/-6X6"
ARRE MESH OR 2 RUNS
1-2 MIN _,—IWII W1 4 X OF 4
DEBAR NFL I
BRICK 1111 NA11,1,11,A'L "" 'MESH OR 2 RUNS
�OF
R BAR NO 3 BENT IN TO A'L
STONE OF REBAR NO 3
3 0 C AROUND PERIMETER
R BAR NO 3 BENT IN TO A I
�11AD
3 0 C AROUND PERIMETER
T—
12'
x
M�
T_t
IF REBAR NO 3, RAN HORIZONTALLY
REB
12"
CONCRETE 2500 PSI (3000 PSI FOR 12-1" TO 14 POOLS) X REBAR NO 3, RAN HORIZON "TALLY.
3 THCKCOMPACI COMPACTED
CONCRETE 2500 PSI (3000 PSI FOR 12 VTO 14' POOLS)
SAND (TYPICAL' 4" MIN. THICK COMPACTED
rFIBERG
3" THICK COMPACTED
GRAVEL FOR CLAY
SAND (TYPICAL,
(ADOBE) SOIL ONLY
4" MIN THICK COMPACTED
�IANI
GRAVEL FOR CLAY
OR 4� CLEAN GRAVEL
(ADOBE) SOIL ONLY.
"LSAND
L SS
ASS
OR � CLEAN GRAVEL
POOL SHELL
FIBERGLASS
R
POOL SHELL
FIG, 3
TYPICAL BOND BEAM
CONSTRUCTION
TMIN,
8"
BACKOLLED DIRT
REBAR NO 4, ON 2'0 O.C.
EACH WAY
10-
L
3' THICK COMPACTED
SAND (TYPICAL)
4' MIN THICK COMPACTED
GRAVEL FOR CLAY
III
(ADOBE) SOIL ONLY
SAND OR 1/2" CLEAN GRAVEL
FIBERGLASS
6"
POOL SHELL
DECK
FIG. 4
TYPICAL ABOVE GROUND INSTALLATION
(POOLS 12' WIDE AND UNDER)
MAXIMUM
19 1/2" OPTIONALMOUND DIRT WOOD DECK
L 7AROINDP POOL A" . �.
APPROX 6
V MIN
GREATER THAN
DEPTH OF POOL
RESIDENCE-\
1 6" k
FI& 8
ANGLE OF REPOSE
(NO INCREASED PRESSURE ON POOL
WALLS FROM ADJACENT STRUCTURE)
Reviewed by:
Donald R. Poindexter, RE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
Sea[
P0
N9-"901
NEI
- Page 3 of 7
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ARUBA-ARU
5,200 Gal. Approx.
r171rz
Sim
WIN
12,000 gal. approx.
C 8P
3,600 gal. approx.
DE
8,100 gal. approx.
EMPRESS FR12
7,600 gal. approx.
BAYISLE-BHBY
10,000 Gal. Approx.
CH P
10,500 gal. approx.
COR|NTHA\N12-RT12
5,100nal. approx.
4'-1
ECU CRUKX
3,750 gal. approx.
F P
6,000 gal. approx.
6,800 Gal. Approx.
7,000 gal, approx.
CLAREMV
8,200 gal. approx.
/
CAPE
12,000 gal. approx.
CLASSIC COVE - BHCC
11,300 Gal. Approx.
Reviewed by:
Donald R.Poindexter, ps
rmnuauc. wo.s*yo1
411eTrinity orSanta Rosa cAns4no
pxonemr-4**'oro1
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—25'-7" 30'
KEY WEST - BFF
9,000 gal. approx. LAGUNA-LG 3'-5"I
10,000 gal. approx.
26'-
16'
_f
F4'-V 3' �-4'-71" 4-
MALIBU/AXIOM 12 DELUXE - CRUD MAUI - MTK
4,400 Gal. Approx. 2,300 gal. approx.
24'-l"
-5'-4"
PICASSO - TPIC PLEASANT COVE - BHPL
10,000 gal. approx. 5,000 Gal. Approx.
23'-11"-1 32'
14'
6'
4' �I 6"
ST. LUCIA - CM SUNSET BAY - BHSY
6.000 gal. approx. 10,000 Gal. Approx.
VISTA ISLE - BHVI
8,000 Gal. Approx.
2 7 71
VALENCIA - ST
10.000 gal. approx.
LAGUNA DELUXE - LGX
9,000 gal. approx.
MILAN- CTL
2,450 gal. approx.
12,800 g
ROCKPORT-RP
al. approx.
30'--
SANDY COVE - BH38
3,600 Gal. Approx.
Reviewed by:
Donald R. Poindexter, PE
Florida Lic. No. 64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761
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MKITIN
PLACID BDS
475 Gal. Approx.
ROYAL-RY
600 Gal. Approx.
REGAL-RG
600 Gal. Approx.
T7 t)_L==j CIO
TAHOE-LOS SUPERIOR C8 SHASTA-LRS MYSTC-KU
wmo���p�« 700sal. Apprn, 420sal. Approx. 550Gal. Approx.
EO
PLAC|DSPiLLVYAY-BOSSVV ROYAL SPILLWAY- RSW REGAL SPILLWAY- RGSVV TAHDESPiLLxVAY-LOSGVY
475 Gal. Approx. 600 Gal. Approx. 600 Gal. Approx, 450 Gal. Approx,
SEMI CIRCLE TANNING LEDGE -TSCT
400 Gal. Approx.
1n"
HERMOSA VFTL
200 Gal. Approx.
SUPERIOR SPILLWAY- CS8VV SHASTASP!LLVVAY LRS8W MYSiCSP|LLVVAY-MSYV
700 Gal. Approx. 420 Gal. Approx. 550 Gal. Approx.
Reviewed by:
Donald R.Poindexter, pc
Flonumuu wusoeo1
*/1eTrinity o/Santa Rosa cAamoo
Phone 707-494-8761
Seal
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SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES ZI
2 - 90` ELBOWS LOW ' HI U)
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VENT COVER MAY uj
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CIRCULATION LINE HV 'FLOW
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ATMOSPHERIC VENT PIPE LENGTH
MINIMUM = 16' MAXIMUM = 30' 18" MIN
24" MAX
V-21S"O OR EQUAL TO 7�KEXAMPLE)
CIRCULATION LINE
OUT TO OPTIONAL WATER FEATURE(S) OR SPA lq cn
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GENERAL NOTES
STANDARD NOTES.
1. THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. t. USE 2 SCHEDULE 40 PIPE. LEGEND N
. 3 CHECK VALVES MAY
2. CONTRACTOR 2DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE
TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH 2O20 FBC-BUILDING AND RESIDENTIAL. ® cO v
BE NEEDED IF EQUIPMENT IS / 11��, �
3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. MORE THAN IeaaovE WATER uNE. }= FIBER OPTIC LIGHT Li T-JOINT ( co � h
4. THE FLOOR DRAIN AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSUAPSP/ICC-16 2017 FOR SUCTION OUTLET FITTING 4. KEEP VALVES WITHIN E OF THE PUMP AND/OR FILTER `�. L c J rn m
ASSEMBLIES AND ANSI/APSP/ICC-7 2013 STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE. SKIMMER 3' MAIN DRAIN ��m m c
5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND c �„� °D co r
MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON /y V c2
FILE WITH THE BUILDING DEPARTMENT. yRETURN V 3-WAY VALVE- P'tti po o O
v M CJ .�
6. ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. PLUMBING 0 V � X
7. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL. NOT EXCEED 4.5 INCHES SPILLOVER co ® m u. m W
OF MERCURY IN 3 SECONDS
8. MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM S. O1
9. AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. ., c: ' c'r -
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ANSI/APSP/ICC-1fi 2017) O , ~ V
SUCTION OUTLET Reviewed by: +(-(�' J rj cri vi
N / (MAIN `DRAIN) � "" � � E -�
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M m l E Donald R. Poindexter. PE '~` a) �
o NO 2 TD z°MIN Florida t ic. No. 64901 Q � � ?y
/ AXIMUM DISTANCE 4119 TrinityDr Santa Rosa CA 95405 C^ N
`a, 0 TO VENT TEE G.S.
C.)
m m SUCTION OUTLET 2' 0 CONNECTION 1'
> m 2" Phone 707-494-8761
(MAIN DRAIN)
E �AL6.. SUCTION 1y"G VENT LIN/ Seal:
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PIPING 2"4) ttt4ggt4e6Ftititlttiti/ ®� (� �_
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,a O Q) PIPING 1Yj"C NG ` h��Cb%. Pod �r�/f�r
ilv"o 4PP o"R` �•. ty' Y ..n ......
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ALTERNATIVE SUCTION OUTLETS SYSTEM ENT TQ �� . S Cr MAY INCLUDE 1 ON THE BOTTOM AND Pag
OPTIONAL ONE ON ®`
7MOSPHFERIC VENT_ THE VERTICAL WALL OR ONE EACH ON • P..
ATMOSPHERE SO TWO (2) SEPARATE VERTICAL WALLS
WILi.. NOT BE BLOCKED BY BEBRI,^>,
INSECT INFE STATION. OR % • y
MNROBIOLO GICAF CONTAMINATION • ' STATE OF • a
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM_ � ���•• • C 0 j� 0 y .r° t�'~"`
TOO BE INSTALLED
N TALL ID IN 2013 ACCORD WITH 2O20 FBC. BUILDING AND RESIDENTIAL, ANSI/APSP/ICC-16 2017 'lrra/®/'+ ® ••< '°• •S
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