HomeMy WebLinkAbout22-4378Im
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BGR-004378-2022
Issue Date: 08/05/2022
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.
R ITIM111 1!11 I 1:1 1 111 111 1 111 1 1111111
I I I X
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir:
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PE"" I "'OFF116'
11,11111F !I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Perm ifti ng
Owner's Name Owner Phone Number
Owner's AddressE:�������� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
95139W1395M
WORK PROPOSED NEW CONITR
INSTALL
PROPOSED USE SFR ED
LOT #
PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
TYPE OF CONSTRUCTION--= BLOCK D FRAME
SIGN DEMOLISH
OTHER
STEEL
DESCRIPTION OF WORK V
DING BUILSIZE E:==SQOOAGE HEIGHT
FOOTAGE k A. it ft X. L k t IL & k x AL X AL k 0- x 4. X V IL IL IL
MILDING $ 7 VALUATION OF TOTAL CONSTRUCTION
='ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
1� I---
=KUMBING
=MECHANICAL r==
=GAS ROOFING
FINISHED FLOOR ELEVATIONS [::=
-1
L
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
Address e f License #
Z
ELECTRICIAN COMPANY
SIGNATURE REGISTERED IN FEE CURREN
Address License #
PLUMBER COMPANY EY�FEE �CURRE�N���
SIGNATURE REGISTERED
Address r License #
MECHANICAL COMPANY E
SIGNATURE REGISTERED ;N�IEE CURREN
Address License
OTHER COMPANY E;� FEE CU�RREN SIGNATURE REGISTERED
Address License #E::����
It I stilts# I 1111tis It It I 1111ttlattst I littisilittil 111111ts It lit 111114
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 & I 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 wl 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
813-780-0028 City of Zephyrhills Permit Application Fax-013-780-0021
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" ofthis
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 pennitting, 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 —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 "ownee' 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
- Army Corps ofE Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks, '
- USEnvironmental Protection Agency -Asbestos abatement,
' Federal Aviation Authnrity-Runwoye.
| understand that the following restrictions apply t^the use offill:
- Use mffill |onot allowed inFlood Zone ~V"unless expressly permitted.
- If the 0| material is to be used in Flood Zone "W', it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared bye professional engineer
licensed bythe State ofFlorida.
- If the fill material is to be used in Flood Zone "A' in connection with a permitted building using stem wall
construction, | certify that fill will beused only tofill the area within the stem wall.
- If fill material ie to be used in any area, | certify that use of such fill will not adversely affect adjacent
properties, If use of fill is found to adversely affect adjacent propertiea, 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 byfill, on engineereddrainage plan ierequired,
|f|amthe AGENT FOR THE OWNER, | promise ingood 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 |nthe application. A permitissued aha|!benonatrvedtoban||uanarmpmceedvWththpwmrk and not
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the BuildingOfficial from
thereafter requiring mcorrection oferrors in plans, construction violations of any codes.Every permitissued mh ll becomeinvalid 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
ilm
OWNER omAGENT
Subscribed and sworn to (or affirmed) before me this
Who is/are personally known tommor has/have produced
—as identification.
—Notary Public
Name of Notary typed, printed or stamped
CONTRACTO
as identification.
/
DUKE
ENERGY.
WR # 45605007
Challenger Pools
shawn@challengerpools.com
Subject: 35676 BURMA REED DR
Dear Shawn Gordon:
Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool
consu uction.
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,
Ryan Flaherty
Project Coordinator
Duke Energ Florida, LIX 4121 Saint 1,awrence Dr, New Port Richey, FL 34653
oy
BOUNDARY & AS —BUILT SURVEY
DESCRIPTION: (AS FURNISHED)
LOT 49, BLOCK 18, SILVERADO RANCH SUB01VISION PHASES ,' II MD 11
AS RECORDED IN PLATBOOK 77, () 79-86, OF 'ME PUBLIC RECORDSF PASCd COUNTY, FLORIDA,
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ADDRESS:
NOTES-
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LAST NAME: OLSON
ADDRESS: 35676 BURMA REED DRIVE
CITY/ZIP: Zephyriflls, FL 33541
PHONE #: 920-579-2665 GATE CODE:
DESIGNER: Shawn Gordon SUPER:
BOND BEAM: FINISH: JOB
POOL EXCAVATION IS WITHIN a 1-TO-1 RATIO FROM
HE HOUSE SLAB.
IT ANGLE OF REPOSE MITIGATION REQUIRED.
I L) S U P- cl L
ISCREEN NOTE:
S�15" EXTENDED GUTTER INLCUDED
1SCREEN NOTE:
30'CARRIER BEAM INCLUDED
CONTRACT NOTE:
(1) POOLSIDE ALARM INCLUDED
ELECTRIC NOTE:
(1) GFCi OUTLET INCLUDED
=011TRACT NOTE-. (1) UC S CT 0' (1) UC SLEEVE INCLUDED.
SLEEVE
to av
Location to be verified at Layout
1 1110"
12'
NEW SCREEN
5" CUTTER EXTENSION -------- - L-n- ---
-I-
CARFJER BEAM
(REMOVE and REPLACE)
EXISTING DECK
(NOTOP)
< 0
SCREEN PANEL
2
(To REMAIN)
S
zu
Ci
SHUTTLE
EXISTING DECK
(NO TOP)
STUCCO FACE TUR.NDOWN-MAIA
EXPOSED I
OVERFLOW LINE
A
GLO
--26
VAC PORT
4 S
BUBBLER
I�I TAN LEDGE
L II�WATER) uc
sgft
4
4,
PAVER DECKING
AfC
E� -�Pooi SPEC�S
����
�DECK SPEC�S�
U�MBING SP�ECS�
E�pl
PERIMETER: 86'
TYPE/COLOR: MANSARD/BRONZE
COPING TYPE: BRICK
CIRC PUMP: Superflo VS
CONTROL PANEL TIME CLOCK
RETURN: 50' SKIMMER: 30'
AREA: 364 sgft
SCREEN MESH: STANDARD
A" i YPE: STANDARD PAVERS
PUMP #2: N/A
REMOTE: (1) LIGHT SWITCH
SPA: N/A Common Return: N/A
DIMENSIONS: 26' x 17
WALL HEIGHT (LF): 9'
'A' AREA,,
PUMP #3: N/A
SANITIZER-, IntelliChforIC20
FEATURE A: 20'(1 Bubbler)
GALLONS: 9,595
WALL LENGTH (LF): 88' _
"B"TYPE: N/A
FILTER: Cartridge CC 150..
AIR TYPE: N/A
FEATURE 3: N/A
ROOF AREA ISH: 822 sqft
"B" AREA: N/A
HEATER: N/A
FILL LINE: N/A
FEATURE C: N/A
TURNOVER: 1.68 HRS @ 95 GPM
GUTTER SIZE: 5"
TOP EKTYPE: N/A
CLEANER: Dedicated Vac Line
OTHER: Alarm
FEATURE D: N/A
"' VGB ACT COMPLIANT ° ''*
INFINITYWALL N/A
-JILE2a!-,
ALL SUBMERGED SUCTION OUTLETS ARE
ALUMINUM ROOF: N/A
TOP EX. AREA: N/A
POOL LIGHT: _2LCj��.
OTHER: N/A
PV3 VALVE to EQ: N/A
EQUIPPED vV DUAL DRAIN COVERS and/or
FOOTER: 40'
SPA LIGHT: N/A
OTHER: NA
PV3 VALVE to POOL: N/A
SINGLE UNBLOCKABLE DRAINS WHICH
L x W: N/A POST CITY: N/A
ARE
FAN BEAM: N/A TEAR OUT: N/A
TURNDOWN: 42'@ 12"
OTHER: N/A
OTHER: N/A
EL EC. — GAS: N/A
ALL WORK SHALLC OM01%,
Y Vy I
CODES FLOIRIUA tBoUll; i,
1w Ural
nor,
,2 &OT, - R NATION),kL ELECTRIC DE,
ANID THE CIT"y 0- -ILL
7f;
0 R D 1, IN A, N CES H
INTERMATIC TIMER V I A f /, -A- � f
y V I P � dill
(On RACK) CITVn�- -
EQUIPMENT PAD Pf,4
PLJAN Ex
Cody Pools
F—APPROVAL
I (ooner/s) have ievievved and approve this plan as coi iect vjithin;easonabje
tolerance. I understand that any changes to shape or location may result in delay of
project and additional cost.
OPTIONAL 12V LIGHT
W/ TRANS, r BRASS
OR PVC (SEE NOTES) NO LIMITATION TO
SHAPE EXCEPT FOR
DIVING
SWIM -OUT OR LADDER ENTRY REQUI
REQUIRED (GR/#8 CU) (SEE NOTES)
ERE DEPTH OVER
5' DEEP (SEE NOTES)
GENERAL POOL PLAN
N.T.S.
2'-9" MIN EXCEPT FOR
SLOPING ENTRIES. 4'-0" MAX.
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
WATER LINE—,
EXCEPTION: ROPE &
FLOATS INSTALLED IF
LESS THAN 4'-6"
3 MAX.
1
POOL SECTION DETAIL
N,T.S,
S82836, 6-20-07
FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS, THE
USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG.
BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO
6" BELOW SUBGRADE, & 18" TO 24" FROM INSIDE WALL OF A
SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE
OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c) OF THE NATIONAL
ELECTRICAL CODE,
PAVERS OR 4" DECK DECK FINISH
2500 psi (MIN.) CONC, PER CONTRACT
W/ FIBER MESH—,, (NON-SUP)-
01
12"x12" FOOTING BEAM & "7'---/ J_
12" W/ (2) #3 BARS BAR OPTIONAL
OR (1) #5 BAR
6" MIN. WALL & FLOOR THICKNESS. 3500 psi (MIN.)
CONIC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT.
INTERSECTIONS 15" MIN. OVERLAP. 2" MIN. COVERAGE ON
STEEL W/ CONC. TO ASTM A15.A16, ASTM A30-5
(Structural subject to suitable soil conditions)
POOL/SPA. DECK, BEAM. MALL. FLOOR
N.T.S.
TYPICAL GR. FOR #3
REBAR, 2" OUT WITH
#8 CU TO PUMP 0
OPTIONAL DECK W/
Ili' PITCH (N 10'
RAIL OPTIONAL
STEPS
OPTIONAL
FLORIDA BUILDING CODE R4501
SPECIAL SPA REQUIREMENTS
SKIMMER REQUIRED FOR
SPA WITH INDEPENDENT
THE POOL CONTRACTOR IS RESPONSIBLE FOR
-MAXIMUM WATER DEPTH 4% Maximum SEAT DEPTH 28", MAX.
FILTRATION SYSTEM
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
-FLOOR SLOPE 1:12
FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH
-STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT
THE FLORIDA BUILDING CODE. AND ALL
THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS
CONSTRUCTION SHALL MEET ALL APPLICABLE
AND RISERS TO BE UNIFORM, IF THE SPA IS OPERATED INTERMITTENTLY IT
CODES INCLUDING PLUMBING, ELECTRI AND
SHALL HAVE A SIX HOUR, TURNOVER. IF CONTINUOUS A ONE HOUR
GAS PIPING SHALL BE SC H 40 PVC, NSF MAX.
TURNOVER.
PRESSURE VELOCITY 10 FPS. SUCTIO PS.
-MAXIMUM TEMPERATURE 104 DEGREES.
THE POOL. PLAN SHALL SHOW THE DESIGN
-MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS,
PLUMBING AS PER THE SAMPLE NTH THE
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
INFORMATION REQUIRED SHOWN, MAIN DRAIN
MEET LOCAL CODE IF GREATER.
PLUMBING SHALL BE A SINGLE UNBLOCKABLE
CHANNEL DRAIN OR AS AN ALTERNATIVE TWO DRAINS
SEPARATED BY 3' WITH APPROVED ANSI/ASME
A112.19.8,2007 COVERS. AS THE APPROVED DRAINS MAY
BE PLACED ON DIFFERENT PLANES, THE TWO DRAINS
SHALL HAVE A COMMON SUCTION LINE. SUCTION
GRATES MAY BE USED IF APPROVED AT A MAXIMUM
OF 1 1/2" FPS AND THE SUCTION PIPING IS RECESSED
FROM THE GRATE THE DISTANCE EQUAL TO THE
-MAIN DRAIN REQUIRE
SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM
(TAMPER PROOF/SEE NOTES)
RELEASE SYSTEM SHALL BE INSTALLED FOR THE
-LIGHTING & BONDING SAME
CHANNEL DRAIN SYSTEM. THIS MAY CONSIST OF AN
AS POOL
AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE TIED
-NO LIMITATION ON SHAPE
TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE
MAIN DRAIN SUCTION LINE NTH A MAXIMUM LENGTH
Of VENT PIPING TO BE 30'. THE VENT PIPE WILL BE
ELBOWED UP AND OVER WITH A GRATE FOR
GENERAL SPA PLAN PROTECTION AND LABELED "SAFETY VENT".
T.S. SKIMMERS DO NOT REQUIRE PROTECTION AND
MUST BE DESIGNED FOR A MINIMUM 2.5 gpm.
THE FOLLOWING SHALL BE LABELED NTH
LABEL MARKER TAPE AT THE FILTER LOCATION:
PIPES, VALVES, PUMP(S) OFF SWITCH.
SAMPLE ONLY EACH APPLICATION FOR PERMIT SHALL
BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft.
DETERMINE SYSTEM FLOW RATE:
MINIMUM FLOW RATE REQUIRED: 35gai/Min. SKIMMER (REQUIRED: 1 Skimmer per 800sf)
POOL VOLUME: 500 Sq. Ft. x 4 Ave. Depth x 7.481 gal/cf = 15,000 Gallons
TURNOVER TIME IN HOURS: 6 Hours x 60 Min/Hr = 360 Minutes
FLOW RATE: 15,000 Gallons / 360 Minutes = 42 gpm
PPE SIZING CHART (MAXIMUM)
1J"
35 GPM
65 GPM '�_W)
2"
60
105
21"
99
147
3"
135
230
4"
235
396
Y
% a a
s
a
a a
a
FOR POOLS WITH VOLUME = i5,000 GALS. s z s
PUMP PENTAIR WHISPERFLO J HP '
OR INTELLIFLO V.S.
TURNOVER RATE = 6 HOURS = 360 MINS.
VARIABLE OR DUAL SPEED PUMPS ARE
REQUIRE IF THE PUMP EXCEEDS 1 HP.
PLUMBING WILL BE DESIGN FOR THE MAX.
FLOW OF PUMP, REFER TO TDH
CALCULATIONS FOR VARIABLE OR DUAL
SPEED DESIGNS.
POOL FINISH
FILTER: STARTRITE PTM50, 50 CFM OR
PER CONTRACT
HAYWARD C751, 75 GPM CAPACITY
MAIN DRAIN: WATERWAY 640-13OXV
CLEANER: HAYWARD VAC LOC
FINISH
VENT SCREEN: WATERWAY 640-290OXV
MARCITE OR
EXPOSED
MAIN SUCTION PPE SIZE 2"
AGGREGATE
SKIMMER SUCTION PIPE SIZE 2"
CLEANER/VAC PIPE SIZE 1-1/2-
RETURN SUCTION PIPE SIZE 1-1/2"
1.
2-1/2 SLIP 7INSIDE2" SOCKE2' NPT
1. 20" ROUND PVC SUMP
2, 2" TAPERED THREADED PIPE PLUG
3, 20" ROUND OUTLET COVER PLASTER
SHIELD
4. ROUND CENTER CAP PLASTER SHIELD
5. 20" ROUND ANTI -ENTRAPMENT SUCTION
OUTLET COVER
6, ROUND CENTER CAP
7, 10-32XJ FLAT HEAD PHILLIPS, 316 SS,
QTY 10
ELECTRICAL REQUIREMENTS.
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42, FLORIDA BUILDING
-NO OUTLET OR OVERHEAD POWER WITHIN 10' IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN, 10'
FROM POOL, 8' ABOVE WATER, J BOX 4' FROM POOL,
BRASS TO J BOX OR TRANSFORMER WHICH EVER IS
FIRST EXCEPT MERE PVC IS APPROVED,
R403.10.1 HEATERS
THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A
READILY
OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR
EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER.
OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF
THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION
TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER.
BURNING IGNITION PILOTS.
R403.10,2 TIME SWITCHES
TIME SWITCHES OR OTHER CONTROL METHODS THAT CAN
AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET
SCHEDULE SHALL BE INSTALLED FOR HEATERS GAS -FIRED HEATERS SHALL NOT BE EQUIPPED WITH CONTINUOUSLY PUMP MOTORS.
HEATERS AND PUMP MOTORS THAT HAVE BUILT-IN 11ME SWITCHES
SHALL BE IN COMPLIANCE NTH THIS SECTION.
GENERAL DESIGN REQUIREMENTS
-DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN
CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4,
APSP/ICC 5, AND APSP/ICC 6 AND APS/ICC 7 BASED ON THE
POOL TYPE.
-SEE-NSPI FOR DIVING WATER ENVELOPES.
-SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION
REQUIREMENTS.
-ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED
WITH A LADDER OR STEPS IN SHALLOW END WHERE THE WATER
DEPTH EXCEEDS 24" (610 MM). IN PRIVATE POOLS WHERE WATER
DEPTH EXCEEDS 5' (1524 MM) THERE SHALL BE LADDERS, STAIR OR
UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. WHERE
MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR
SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER.
-CIRCULATION SYSTEMS, COMPONENTS & EQUIPMENT SHALL COMPLY
WITH NSF 50.
-THE MAXIMUM TURNOVER RATE IS 12 HOURS.
-FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE.
-PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION
RESISTANT WITH STRAINER & MEET THE REQUIRED FLOW.
-APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF
RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF
AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA.
SUCH INLET FITTINGS SHALL BE DESIGNED & CONSTRUCTED TO
INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE & SHALL
INCORPORATE A Convenient MEANS OF SEALING FOR PRESSURE
TESTING OF THE POOL CIRCULATION PIPING, MEN MORE THAN ONE
INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO
REQUIRED INLETS SHALL BE AT LEAST 10' (3048 MM). -HEATER
SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL 559.
-DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50.
-PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET
LOCAL CODE IF GREATER.
-RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO
MEET SECTIONS 454.2.17
-WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 IT HAS BEEN
CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN C ANCE
WITH THE FLORIDA BUILDING CODE R4501, 7TH EDITION 454.2,
ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSI/APSP/lCC 5, A
ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7.
2810 NORTH 10TH STREET
TAMPA, FL 33605
Office: (813) 616-3301
Mobile (970) 703-3284
Lea er} ProjectEngineering.com
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BUILD IN ACCORDANCE WITH:
FLORIDA BUILDING
CODE,
7th EDITION,
2020
EXISTING & PROPOSED
LAYOUTS & SECTIONS;
DEMOLTION LAYOUT and
NOTES
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-- ------____
PROJECT No.
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1DR ; koo DESiGNER:LG
#
RE : LC
I TO BE {KICKED BY; LC
DATE
SHEET N..
2 !i £s /2022
1 /3
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95% COMPACTED
#4 0 12-
FILL MATERIAL
RIvS
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REINFORCED CONCRETE
STEM WALL SECTION
PAVER DECK
1 — # 3 BAR CONCRETE COMPACTED
CONTINUOUS —11� POOL DECK MATERIAL
I
Em
#4 0 10—J
LHEIGHT OF_�
(MIN)
STEM WALL
CORNER R/C DETAIL
am
STRUCTURAL NOTES:
1. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO
2. ALL RTICAL, HORIZONTAL OR DIAGONAL MEMBERS SHALL BE
CONNECTED USING STRAP CONNECTORS.
3, ALL CONCRETE WORK SHOULD COMPLY WITH ACI 301, ACI 318,
ACI 315 LATEST EDITION
4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615
5, THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE STEM
WALLS
6, THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE MASON
WALLS
7CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE
REQUIREMENTS OF ASTM C90. MORTAR FOR MASONRY
CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF AS
C270. FILL ALL MASONRY CELLS WITH CONCRETE.
8. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN
O.0
9ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHAL
BE RESISTANT TO CORROSION.
10. WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLA
4" TO 6" OF CRUSVED—STONE—OR--GR,4JlEk,=�
iv
COMPACTED
SUBGRADE
8"X8, %16'�—
--DUR—O—WALL EACH TWO
ft
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SHORT RETAINING
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WALL
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2' r-T— REINFORCED —J
N.T.S.
N.T.S.
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-4 Z74 012-
MAX. SLOPE WITHIN 5'
OF FTG (SEE NOTE
BELOW)
NOTE: IF THE SUBSTR)
THE FOOLING IS SUBSI
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DISTANCE CAN BE REDUCED TO 12"
WALL SECTION
N.T.S.
CONCRETE BLOCK WALL SPECIFICATIONS
5 VERTICAL
CONCRETE OUTLINES
-
:.E TABLE
)R SPACING
HEIGHT OF REBAR SPACING
5 HORIZONTAL
WALL H. B a b c WALL HEIGHT VERTICAL
HORIZONTAL
-E TABLE
3
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3'-2' l'—O" 0'-9' 1'-5- 4' # 5 336
-7-5614-
5'
3!-10'1'-1" 1-0` 1'-9' 5' # 5 0 24-
1 # 5 @ 24'
6'
4-6" 1'-2— 1-3' 2'-1. 6' #5 0 18-
#5 0 IT
7'
5'-3" 1'-3" 1'-6" 2'-6- 7' # 5 0 16-
# 5 @ 18-
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# 5 @ 18-
tL 5 0 8
—15 0 15J
5 LATERALS 0 24"
/C FOR WALLS 4'-0"
R LESS
3- C/C FOR WALLS
1 —1. To 81-0.
NOTES:
TIE ALL STEEL TOGETHER (WALL & FTG.) LAP
ALL STEEL 27' MIN,
ALL CONCRETE SHALL BE 3,000 P.&l MIN.
ALL REBARS SHALL BE GRADE 40.
REINFORCED 161-16'--464
STEP FOOTING DETAIL
N.T.S.
PREMOLDED JOINT
WALL
FILLER ---- \rl2.
/7REINFORCEMENT
Xx
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VOLCLAY�/3
WATER STOP
CONSTRUCTION
JOINT (TYP)
um
EXISTING & PROPOSED
LAYOUTS & SECTIONS-,
DEMOLITION LAYOUT iond
NOTES
SCME
AS —SHOWN
PROJECT No,
VpSP The Association of
146�_Z Pool& Spa Professionals
ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS
PROJECT PROJECT NAME: OLSON CONTRACTOR NAME Challenger Pools
AND ADDRESS AND ADDRESS:
35676 Burma Reed Dr. 6846 N. Dale Mabry Hwy.
Zephyrhills, F
M L. 33541 Tampa, FL. 33614
OWNER: Olson CONTRACTOR PHONE: (813) 886-91E�DATE: 6/26/��1����
This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa
Professionals (APSP), It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply
with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www,apsp.org.
1. §5.2.1: Calculated pool volume
a. Gallons: 10,891 ; or 1. 10,891 gallons
b. Calculated Gallons: 314 (surface area) X 4.0 (average depth) X Z48 (gallftA3) = 10,891
2. §5.2.1: Calculated filtration flow rate 2. 36 gpm
(Pool volume = 360 or 36gpm whichever is larger)
1 §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter 3a. 1.5 inches
(Enter the smallest pipe size from Table 1 with a 6fps flow capacity the same or more than item 2.)
b. Minimum suction branch pipe diameter 3b. 1.5 inches
(Calculate: Item 2. 36 (gpm) - Branch Pipes 1 (quantity) = branch flow rate 36 (gpm).
Enter the smallest pipe size from Table 1 with a 6fps flow capacity the some or more than the calculated
suction branch flow rate.)
c. Minimum return pipe diameter 3c. 1.5 inches
(Enter the smallest pipe size from Table I with a 8fps flow capacity the some or more than item 2.)
d. Minimum return branch pipe diameter
3d. 1,5 inches
(Calculate: Item 2. 36 (gpm) - Branch Pipes 1 (quantity) = branch flow rate 36 (gpm).
Enter the smallest pipe size from Table with a 8 fps flow capacity the some or more than the calculated
return branch flow rate.)
4. §5.4.1: Filter type and size:
a. Filter type: (Cartridge, DE, Sand)
4a. Cartridge
b. Minimum filter area
4b. 96.0 scl. ft.
(Calculate: item 2, 36 (gpm) + filterfactor 0-375 (gpm1ft-2))
—
Filterfactors, Cartridge=0.375, Sand=15, Diatomaceous Earth=2
S. §5.4.2: Backwash Does,
valve: Jallo?
S. 2 inches
(When using a backwash valve, enter result of item 3c or 2 inches whichever is larger)
Table 1 Pipe Size: 1.6" 2" 2 —3-3 6., 4" V
(When used)
Nominal GPM @ 6 fps
38
63
90
138
185
=38
=74
_=0
Nominal GPM @ 8 fps
51
84
719
184
247
--'—
317
499
720
6. Single -speed pump selection (when used):
§5.1J, 5.3.1: For single -speed pumps with a total horsepower 0,99 or less, find and enter a compliant pump from the Pool Pump
Database,
a. Pump model
6a. pentairsuperFlo VS
b. Total horsepower
6b. 1.5
7. Multi -speed pump selection (when used):
§5.3.2.1; Pools 17,000 gallons or less, select pump* from the database with a Curve -A gpm flow equal to item 2 or less.
§5.3.2,2: Pools 17,001 gallons or more, select pump* from the database with a Curve-C gpm flow equal to item 2 or less.
or
*Multi -speed pumps must have one speed listed that satisfies this requirement.
a. Pump model
7a. PentairSuperFlo VS
—
b. Pump flow
7b. 29 gpm
—
(§53.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
L
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form
1 of 2
Component
Section
Requirements
Cheek7��
4.4.1.1
Heater has no pilot light
121
4.4.1.2
Readily accessible on -off switch mounted outside of the heater
Heaters
No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
43.1.3
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2
_Z
Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
W1.
5.1.1
Pool filter pump listed in database
5.3.1
Pool filter pump with total horsepower 1.0 or more is multi -speed
Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
Z
servicing.
Pool systems
5.3.4
Single -speed pump controller capable of operating pump during off-peak electric demand.
5.5.2
Pipe before pump has at least 4 diameters of straight pipe.
System installed with solar, or setup for the future addition of solar heating equipment by
5.5.3
installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or
connections, or dedicated pipe to and from the pool.
Lbuilt-up
_=5-6
Directional inlets for mixing pool water.
Z
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 2
PENTAIR
TDH CALCULATOR
.STEP 1 STEP 2
STEP 3
POOL
SPECIFICATIONS SELECT EQUIPMENT
TDH CALCULATION
STEP 3 OF 3; TDH CALCULATION
PoolSpeci$ieafions
EDIT
Pool Volume (gallons:
10891.00 gallons Suction Lift:
1.50 ft
((
( Turn Over (hours):. _
............ 6.00 hours .. ........ ........
.... .. ......... .........
......
Ii( Filtration Flow Rate:
X00GPM Design Flow Rate
95.00GPM
Results: Your TDH Calculation
BE SURE TO PROVIDE A VGB-COMPLIANT SUCTION OUTLET COVER WITH A MAXIMUM APPROVED FLOW RATE EQUAL TO OR GREATER THAN THE FLOW RATE SHOWN AT THE
MAXIMUM PUMP SPEED, BELOW.
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 2.50 Discharge Piping; 2.50
AT THE FILTRATION FLOW RATE AT THE PUMP MAXIMUM SPEED
Pump Speed at the Filtration Flow Rate 2934 RPM Flaw Rate at Max Pump RPM: ?4.21 GPM
Head Loss at the Filtration Flow Rate 4.97 FT Head Loss at Max Pump RPM: 28.45 FT
SYSTEM ESS
BY PUMP SELECTION
M
70
50
S 11)
ci ce
a
0
10
0 10 20 30 40 50 60 70 80 90 100
Volumetric Flow Rate (GPM)
Clean System Curve --® Pump Curve 0 Desired Operation Point - Clean System A Pump Operation Point
PRIVACYNOTICE I TERMSUFUSE I Q2008 - 2022 PENTAIR INC. ALL RIGHTS RESERVED.
Anyinfe ..On. regarding the Penth-P-tc— Incentive Program mentioned en this vvnbsftc,n— —refyinic—tw. purpose. None of ichn—U., is binding en PentairinternationalS.a.ct. orris affiliates, nor can it be used as . wn,,d fe—y kind of claim
,d,dn,d P-Wre,it—fididesin relation In the Pentair Partners Incentive Program, which is..hjcct In conditions that wilt be --ktcd fee candidate participant upon registration on thin —b,it..