HomeMy WebLinkAbout22-4521a
GTOR SIGNATURE" q OFFICE
EXPIRESPERMIT IN 6 MONTHS WITHOUTINSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICEREQUIRED
813-780-0020 City of Zephyrhills Permit Application Fax-873-780-0021
BuildingDepartment
Date Received Phone Contact for Permitting
`41 It It it I It It
Ownees Name Owner Phone Number
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT #
{
SUBDIVISION °f r PARCEL IlD# —/
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK eev een,
BUILDING SIZE SO FOOTAGE [j��HEIGHT
UILDING VALUATION OF TOTAL. CONSTRUCTION
ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C.
LUMBWC $ w i
MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 4 .
=GaAs ROOFING SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES N
�x
4�
BUILDER ~""; COMPANY
SIGNATURE REGISTERED / N FEE CURREN Y / N
Address ale b,yf 14 License #
ELECTRICIAN COMPANY
SIGNATURE REGISTERED FEE CURREN Y I N
Address License # %
PLUMBER' COMPANY
SIGNATUREy REGISTERED FEE CURREN
Address - f License # L
MECHANICAL COMPANY
SIGNATURE REGISTERED Y I N FEE CURREN Y/ N
Address License # ®;
OTHER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y 1 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 w/ 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 $2 s00, 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
813-780-0020 City of Zephyrhills Permit Application Faxa813-780-0021
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- 80M
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 sto 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 emended`. 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 LAND; (Chapter 713, Florida Statutes, as amended): if valuation of work is $2, a00.00 or more,'1 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 1 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/OWNERIS-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 Sayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,'
- Southwest Florida Water Management District -Wells, Cypress ` Sayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
® Departmentof 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 ER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CNSULT
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT' C NTRAC'TO
Subscribed and sworn to (or affirmed) before me this Su scri ad a sworn r affi baf me`thi
by
Who islare personally known to me or has/have produced he 1 /a rsonall known to me or has/have produced'
as identification. as identification.
Notary Public,, NotaryPublic
Commission No. Cession
Name of Notary typed, printed or stamped Nam ypedi panted olrAjo tpod
ratt#'�C26�57
r 12 2t�2
xtatCesl"r;Geinbt, r.r.�.1g5iil9Q
r®vDate: 811122
EffectiveDate m 081 9122
City of Zephyrhills Historic Preservation Board
City of Zephyrhills PlanningDepartment
THIS DOCUMENT MUST BE POSTED AT ALL TIMES
Address: 38548 6t ( Applicant: Stacy McLeod
Work Approved:
Install in -ground concrete pool*
Install 9 wood privacy fence"
NOTES:
*Permit applied for ( R-004521-2022)"
"Permit required for fence
Work to GG N S: AFTER ALL PERMITS ARE OBTAINED AND ALL ZONING REQUIREMENTS
SATISFIED.
I, the undersigned, assure t the work performed will be executed as specified under the terms of this Certificate. Nit
is determined that changes are necessary, I will apply and wait for approval for those modifications` pricer to the
commencement of any work on those changes.
Signed: ;
Applicant or Authorized Representative
NOTE: Additional permits may be required from the Building Department.
All work shall be in compliance with all Building Codes and the City of Zephyrhills Land Development Code
This Certificate expires six (b) months after the date of issuance if work as specified above has not begun, or after a period of six (6) months
of no activity, unless otherwise specified.
LAST NAME: MCLEON
ADDRESS: 35548 6TH AVENUE
CITY/ZIP: Zephyrhills, FL 33542
PHONE a#: 813-312-4271 GATE CODE:
DESIGNER, Larry Triana SUPER:
BOND BEAM: FINISH: JOB #:
CONTRACT NOTE.$.
1) BATTERY ALARM INCLUDED
CONTRACT NOTE,
(1) POOLSIDE ALARM INCLUDED,
CONTRACT NOTE:
(1) UC and (2) VB SLEEVES INCLUDED.
Location to be verified at Layout
CONTRACT NOTE:
FENCE and GATE CODE COMPLIANCE by BUYER
PAVER
Cja
3
3
t
j
jj
t
SSI
i
m
POOL Spat-
[4
PERIMETER: 92'
,..a7ECKSPECS.,.�.»�
COPING TYPE: BRICK
AREA: 465s ft
"A" TYPE: STANDARD PAVERS
A" AREA: LI96 sgft
DIMENSIONS, 31'•6" x 16'
GALLONS: 14.952
"I"TYPE NIA
'B"AREA: N/A
TURNOVER: 1.78 HRS@140GPM
TOP EX, TYPE: N/A
"'".VGt3ACT COMPUANI ".'."
ALL SUBMERGED SUCTION.OUTLETS ARE
TOP EX, AREA: N/A
EQUIPPED w/ DUAL DRAIN COVERS aocl/or
FOOTER: N/A
SINGLE UNBLOCKABLE DRAINS WHICI.1
ARE
TURNDOWN: N/A
MLN
SCALE: 1/
C � 1 f t� 1,„
ORIGINAL
FU LL
yr
vt
w
V
R.B. COLUMN +12' R.B. +6" 12" BEAM R.B. COLUMN +12" 10" BEAM
TILE FACING TILE. FACING TILE FACING
(ALL SIDES) (2 SIDES) (ALL SIDES)
...... ........... ..».M..... ,...,......».,.,C,1� gee....».� .,,_, ....»,,, �.>».,„..,:w...M. ...�....._ .:�.....�,.,
IN -POOL JETS (4)
r
NOBLE MEDIUM NOBLE MEDIUM � I
WATER BOWL WATER BOWL
i 4
" 3,60 6' To li N
UC' n
E� 17' '.
a
..... ..... TAN tfiRGE Y i
IVWAIER) 4,
32 sgft
SWIMOUT
ii
2
MICRO MICRO
3 �
n @ vs
PAVER DECKING
}ax
EXISTING WOOD
DECK and STEPS
(NO TOP)
ttz.*
'QUiPt 7 NT SPECS
d'LEdMHINGx SPECS
CIRCPUMP: IntellifloVSP CONTROL PANEL: VSF Controls
RETURN: 76` SKIMMER' 48'
PUMP #2: N/A REMOTE: 1 IGHT SWITCH
SPA: N/A Common Return: Yes
PUMPt#3: N/A SANITIZER:Intel liChlorIC40
FEATUREA: 127'(2 Water Bowls)
..FILTER Cartrid eCC1S0 AIR TYPE: Venturi Air
FEATUREB: 178 (4In-PoolJeks
HEATER: Ultratem 108k BTU. Meat Rum FILL. LINE: N/A
FEATURE Q N/A
CLEANER: N/A OTHER: (1 Batte Alarm
FEATURE D: N/A
POOL LIGHT`. 2 MlcroB see Colors ED OTHER (1) Poolside Alarm
PV3 VALVE to EQ: N/A
SPA LIGHT: N/A OTHER: 2 Noble Medium Water Bowls
PV3 VALVE to POOL: N/A
OTHER: N/A OTHER: N/A
ELEC: 2 GAS: N/A
1
EXISTING DECK
(NOTOP)
A/C [A:/C]
EXISTING DECK
(NO TOP)
Cody Pools
y1PPN�it,AL -
I (owner/s) have levievved and aphlove this plan as correct within
seasonable toleianm I understand that any changes to shape or'
]OC81JOII Play result in delay of project and additional cost.`
FLOW THRU SPA
NO SKIMMER
FLORIDA BUILDING CODE R4501
I
SPECIAL SPA REQUIREMENTS I
SKIMMER
TYPICAL GR. FOR #3
REBAR, 2- OUT WITH
SKIMMER REQUIRED FOR
SPA WITH INDEPENDENT THE POOL CONTRACTOR IS RESPONSIBLE FOR
—MAXIMUM WATER DEPTH 4% Maximum SEAT DEPTH 28", MAX. BERYL
#8 CU TO PUMP
0 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
OPTIONAL DECK W/
THE FLORIDA BUILDING CODE, AND ALL
THE BOTTOM STEP MAY BE 14' IF IT IS THE SEAT. INTERMEDIATE TREADS
—7
CONSTRUCTION SHALL MEET ALL APPLICABLE
AND RISERS TO BE UNIFORM, IF THE SPA IS OPERATED INTERMITTENTLY IT
11- PITCH IN 1 O�
�4
CODES INCLUDING PLUMBING, ELEC D
I
I%I!
SHALL HAVE A SIX HOUR. TURNOVER. IF CONTINUOUS A ONE HOUR
GAS X�
S PIPING SHALL BE SCH 40 PVJFI� SF A
TURNOVER.
PRESSURE VELOCITY 10 FPS. SUCTION S.
N S
—MAXIMUM TEMPERATURE 104 DEGREES.
OPTIONAL 12V UGHT
W1 TRANS, r BRASS
THE POOL PLAN SHALL SHOW THE DESIGN
PLUMBING AS PER THE SAMPLE WITH THE
—MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS.
—PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR
OR PVC (SEE NOTES)
RAIL OPTIONAL
INFORMATION REQUIRED SHOWN. MAIN DRAIN
MEET LOCAL CODE IF GREATER.
NO LIMITATION TO
PLUMBING SHALL BE A SINGLE UNIBLOCKABLE
SHAPE EXCEPT FOR
DIVING
GENERAL POOL PLAN
N.T.S.
2'-9' MIN EXCEPT FOR
SLOPING ENTRIES, 4'—O' MAX.
WATER UNE-----'
EXCEPTION: ROPE &
FLOATS INSTALLED IF
LESS THAN 4'-6"
POOL SECTION DETAIL
N.T.S.
•
PAVERS OR 4" DECK DECK FINISH
2500 psi (MIN.) CONC. PER CONTRACT
w/ FIBER MESH= (NON—SUP)-
12'x12' FOOTING -7 ------
BEAM &
4 ,JLj_2W1 (2) #3 BARS BAR OPTIONAL
OR (1) #5 BAR
6" MIN. WALL & FLOOR THICKNESS. 3500 psi (MIN.)
CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT.
INTERSECTIONS 15" MIN. OVERLAP. 2' MIN. COVERAGE ON
STEEL W/ CONC. TO ASTM A15,A16, ASTM A30-5
(Structural subject to suitable soil conditions)
POOL/SPA, DECK, BEAM, WALL, FLOOR
CIRCULATION---Z/'
LINE MAIN DRAIN REQUIRE
(TAMPER PROOF/SEE NOTES)
—LIGHTING & BONDING SAME
AS POOL
—NO LIMITATION ON SHAPE
GENERAL SPA PLAN
ff. _T. S'._
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: 35gal/Min. SKIMMER (REQUIRED: 1 Skimmer per 800sf)
POOL VOLUME. 500 Sq. Ft, x 4 Ave. Depth x 7.481 got/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
PIPE SIZING CHART (MAXIMUM a=_313r
J
PIPE SUCTION PRESSURE 1 7
1J* 35 GPM 65 GPM
2 60 105
2r 99 147
3- 135 230
4- 235 396
FOR POOLS WITH VOLUME = 15,000 GALS,
PUMP PENTAIR WHISPERFLO J HIC
OR INTELLIFLO V.S.
TURNOVER RATE '= 6 HOURS = 360 MIN&
VARIABLE OR DUAL SPEED PUMPS ARE
REQUIRE IF THE PUMP EXCEEDS I HP:
PLUMBING WILL BE DESIGN FOR THE MAX.
FLOW OF PUMP. REFER TO TON
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 ffi
CLEANER: HAYWARD VAC LOC 2-1/2 SLIP 7JNS17DE
FINISH VENT SCREEN: WATERWAY 640-290OXV
MARCITE OR 2" SOCKET 7172r' NPIT
EXPOSED MAIN SUCTION PIPE SIZE 2'
AGGREGATE 1. 20' ROUND PVC SUMP
SKIMMER SUCTION PIPE SIZE 2" 1 2" TAPERED THREADED PIPE PLUG
1 20' ROUND OUTLET COVER PLASTER
CLEANER/VAC PIPE SIZE 1-1/2- SHIELD
4'ROUND CENTER CAP PLASTER SHIELD
RETURN SUCTION PIPE SIZE 1-1/2- 5. 20" ROUND ANTI -ENTRAPMENT SUCTION
OUTLET COVER
6. ROUND CENTER CAP
7 I0-32Y4 rf AT W97An PHILLIPS 316 QC
ELECTRICAL REQUIREMENTS-
-WIRING AND BONDING AND ALL ELECTRICAL TO
COMPLY WITH CHAPTER 42, FLORIDA BUILDING
CODE APSP/ICC 2020AND NEC 2017.
—NO OUTLET OR OVERHEAD POWER WITHIN 10' IF
WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN, 10'
FROM POOL, 8' ABOVE WATER, J BOX 4' FROM POOL,
BRASS TO J BOX OR TRANSFORMER MICH EVER IS
FIRST EXCEPT WHERE PVC IS APPROVED.
R403,10.1 HEATERS
THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A
READILY ACCESSIBLE ON —OFF SWITCH THAT IS AN INTEGRAL PART
OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR
EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER.
OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF
THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION
TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER.
GAS —FIRED HEATERS SHALL NOT BE EQUIPPED NTH CONTINUOUSLY
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 AND PUMP MOTORS.
HEATERS AND PUMP MOTORS THAT HAVE BUILT—IN TIME SWITCHES
SHALL BE IN COMPLIANCE WITH THIS SECTION.
GENERAL DESIGN REQUIREMENTS
—DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN
CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4,
APSP/ICC 5, AND APSP/ICC 6 AND APS/ICC 7 BASED ON THE
POOL TYPE.
—SEE—NSPI FOR DIVING WATER ENVELOPES.
—SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION
REQUIREMENTS.
—ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED
WITH A LAbDER OR STEPS IN SHALLOW END WHERE THE WATER
DEPTH EXCEEDS 24' (610 MM�L IN PRIVATE POOLS WERE WATER
DEPTH EXCEEDS 5' (1524 MM) THERE SHALL BE LADDERS, STAIR OR
UNDERWATER BENCHES/SWIM—OUTS IN THE DEEP END. MERE
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
NTH NSF 50
—THE MAXIMUM TURNOVER RATE IS t2 HOUR&
—FILTERS SHALL HAVE AN AIR RELEASE AND
PRESSURE GAGE
—PUMPS, 3 HP AND LESS SHALL MEET ANSI/UL1o81 CORROSION
RESISTANT WITH STRAINER & MEET THE REQUIRED FLOW.
—APPROVED MANUFACTURED INLET FIT11NGS 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
TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE
INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO
REQUIRED INLETS SHALL BE AT LEAST 10' (3048 MM). —HEATER
SHALL MEET ANSI-221.56 OR UL 1261 OR UL 559.
—DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF %
—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?hd ANCE
454
WITH THE FLORIDA BUILDING CODE R4501, 7TH EDITION 2,
ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSI/APSP/ICC 5, -A
ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7.
2810 NORTH10TH STREET
TAMPA, FL 33605
Offlce(813) 616-3301
Mobile (970) 703-3284
I
0
0
n
0
C-11 0
n
LsJ <
LJ C1,
C) LJ
_J
_J
<
<
BUILD IN ACCORDANCE WITH:
FLORIDA BUILDING CODE,
7th EDITION, 2020
(CURRENT EDITION)
DE S C R I P T10" N
EXISTING & PROPOSED
LAYOUTS & SECTIONS;
DEM&kWRflLAYQY,T, and
NaT-
RICHARD LEON CANNYN P.E.
P,E# 65994
SCALE W.
AS —SHOWN
PROECT N., DRAFTM k..DESIGNER,.LC
REIAEWM- LC
TO BE CHECKED
OTY 10
as.
2/16/2022
T___
1/3
REINFORCED CONCRETE
STEM
WALL SECTION
N.T,S,
PAVER DECK
1— 1 3 BAR
CONCRETE
COMPACTED
CON71NUOUS
POOL DECK
MATERIAL
C,'4
COMPACTED
I I"
SUBGRADE
0 —4
1— 3 BAR
VERTICALLY
FINISH GRADE
AT 30' D.C.
2 — # 3 BARS
CONTINUOUS
PAVER
DECK SHORT RETAINING
WALL
DETAIL
N.T.S.
wm 11111!I
-5-771 T77 =F—
/C FOR WALLS 4'-0'
R LESS
V C/C FOR WALLS—
' —I"
NOTE: IF THE
THE FOOTING
LIMESTONE, TI
DISTANCE C4
us
AM - mr-ovi I �
STEM WALL
CORNER R/C DETAIL
N.T.S.
OUR—O—WALL EACH TWO
CMU BLOCK LINES (TYP.)
L-8'x8'x16'
CMU WALL
CMU BLOCK
WALL CORNER DETAIL
N.T.S.
STRUCTURAL NOTES;
PFDJWT ENGFEM
1.
BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO
VERIFY THE EXISTING CONDITION & DIMENSIONS.
2.
ALL VERTICAL, 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 MASONRY
2810 NORTH 10TH STREET
WALLS
TAMPk FL 33605
7.
CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE
Office: (813) 616-3301
REQUIREMENTS OF ASTM C90. MORTAR FOR MASONRY
Mobile (970) 703-3284
CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASTM
Leo@Ber�ProjectEngineert*ng.com
C270. FILL ALL MASONRY CELLS WITH CONCRETE.
&
CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20'
=mmommomm
FEVISKX4S
O.C.
9.
ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL
No..DESCRipim
--t -11c0uNw
CoWam
BE RESISTANT TO CORROSION.
10.
WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLACE
4' TO 6' OF CRUSHED STONE OR GRAVEL
CONCRETE BLOCK WALL SPECIFICATIONS
NOTES:
TIE ALL STEEL TOGETHER (WALL & FTG.) LAP
ALL STEEL 27' MIN.
ALL CONCRETE SHALL BE 3,000 P.S.1 MIN.
ALL REBARS SHALL BE GRADE 40.
STEP FOOTING DETAIL
N.T.S.
PREMOLDED JOINT
WALL
FILLER ---
"7REINFORCEMENT
X/3 I— xf
VOLCLA
WATER STOP
CONSTRUCTION
JOINT (TYP)
am
CJ
0
0
__j -J a-
uj LJJ
LLJ _j L-Li
FORCED
CED (/') l,— < —j —j
3: <
C)
C)
BUILD IN ACCORDANCE WITH:
FLORIDA BUILDING CODE,
7th EDITION, 2020
DESCRIPTION
EXISTING & PROPOSED
LAYOUTS & SECTIONS;
DEMOLITION LAYOUT and
NOTES
777"777
V
vz�
z j!:'t 4
411
J
SCAM
DRAIMNG No.
AS —SHOWN
PRO,ECT N.
MAFTEP- BMW--MEP--LG
REMEVA7-' LC
TO BE CHEO(M BY: LC
DATE
4iaT No.
1/1
DUKE
w # 4553129
July 26, 2022
Challenger Pools
larry@challengerpools.com
Subject: 38548 6TH AVE
Dear Larry Triana:
Thank you for contacting Duke Energy Florida., LLC for a letter of no conflict regarding your pool
construction.
NO CCi LICT: Duke Energy Florida, LLC has reviewed our existing facilities at the above
referenced address and has found no apparentconflict at the proposed pool location. According
to the drawing(s) you have provided Duke Energy Florida, UC 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 Energy Florida, LLC 4121 Saint Lawrence Dr, New Port Richey; FL 34653 1
--anow-
ANSI/APSPA(
PROJECT _NAME; Mcleon CONTRACTOR NAME Challenger Pools
ANDADDRESS AND ADDRESS:
35548 6th Avenue 6846 N. Dale Mabry
Zephyrhills, FL 33542 Tarnpa,Fla. 33614
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 SI:
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: 16,521 or
1. 16,521 gallons
b. Calculated Gallons: 465 (surface area) X 4.8 (average depth) XZ48 (gaj1ftA3) = 16,521
L §5.2.1: Calculated filtration flow rate
2. 46 gpm
(Pool volume + 360 or 36gpm whichever is larger)
3. §5.5.1: Pipe sizing:
a. Minimum suction pipe diameter
3a. 2.0 inches
(Enter the smallest pipe size from Table I with a 6fps flow capacity the some or more than item 2.)
b. Minimum suction branch pipe diameter
3b 2`O inches
(Calculate: Item 2. 42 (gpm) - Branch Pipes I (quantity) = branch flow rate 46 (gpm).
Enter the smallest pipe size from Table I 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. 42 (gpm) - Branch Pipes I (quantity) = branch flow rate 46 (gpm).
Enter the smallest pipe size from Table I with a 8jps flow capacity the same 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. 122,4 sq. ft.
(Calculate: item 2. 42 (gpm) - filterfa,tor 0.375 (pm1ftA2))
—
Eliterfactors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2
S. §5.4.2: Backwash valve: El
Yes, MID No?
S. 2 inches
(When using a backwash valve, enter result ofitem 3c or 2 inches whichever is larger)
Table I
(When used)
Pipe Size:
1,5"
2'
2,5"
T' 3.5'
V
5'
V����
Nominal GPM @ 6 fps
38
63
90
138 185
238
374
54JO
Nominal GPM @ 8 fps
61
84
119
184 247
317
499
720
6. Single -speed pump selection (when used):
§5A.1, 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
b. Total horsepower
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,
§5322: Pools 17,001 gallons ormore, select pump* from the database with a Curve-Cgpmflow equal to item 2 or less.
*Multi -speed pumps must have one speed listed that satisfies this requirement.
a. Pump model
b. Pump flow
(§53.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database)
6a. pentairlintelFlo VS
6b. 3
Hi
7a. PentalrintelFlo VS
7b. 18 gpm
3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1of2
Component
Section
Requirements
Check
4.4.1.1
Heater has no pilot light
4.4.1.2
Readily accessible can -off switch mounted outside of the heater
Heaters
No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
4.3.1.3
or for pool with 60% of documented pool heating from on -site solar or recovered energy.
4.3.2
Heater efficiency: gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0
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 flour rate when no auxiliary
5.3.3
pool loads are operating within 24 hours and programmed with temporary override capability for
servicing.
Pool systems
5.3A
Single -speed pump controller capable of operating pump during off -peace 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
built-up connections, or dedicated pipe to and from the pool.
5.6
Directional inlets for mixing pool water.
3/17/15 ANSI/APSP/ICC-15 Standard writing Committee Form 2 of 2
STEP 1
"STEP 2
STEP 3
POOL SPECIFICATIONS
SELECT EQUIPMENT
TDH CALCULATION
STEP 3 OF 3: TDH CALCULATION
Pool Specifications
j}C tr
EDrr-
Poot Volume (gallons):
16521.00 gallons
Suction Lift:
1.50It
Turn Over thours)i
6.00 hours
Filtration Flow Rate:
45.89GPM
Design Flow Rate
140.00GPM
Selected Components
EOIT
Components
Piping
SELECTION
QUANTITY
MAXIMUM PIPE VELOCITY IFTISEC)
SUCTION OUTLET 8
.. ....,.... ... ... .. _. ..... ..
_,. ,,. ....
.., ....
1VONSULrYOURLOCAL CODE)
DISCHARGE 8
INTELLICHLORiC-4o
i
1
TOTAL PIPING LENGTHS OFT)
INLET 48.00
1.
DISCHARGE 76,0O `
SELECTION
QUANTITY
2"X 2.5"2 WAY VALVE
4.
_
40 DEGREE ELBOW
INLET 2
DISCHARGE
2"X-2,5"3WAYVALVE
2
TEE BRANCH
_, ...
INLET 1
I
DISCHARGE 2
\y MAIN BRAIN
1
CHECKVALVE
INLET 0
\�
DISCHARGE 2.
CLEAN AND CLEAR
1
HEAT.PUMPWITH BYPASSLOOP
1
N,01 �i.^.e;L.
,..3;IL.%t3=
Pump
SELECTION I MODEL
QUANTITY
iNTELLIFLO VARIABLE SPEED,VS+SVRS, VR OR VSF
1
11W
PR
Results- Your TDH Calculation
BE SURE TO PROVIDE A VGB-COMPLIANT SUCTIDN OUTLET COVER WITH A MAXIMUM APPROVED PLOW RATE EQUAL TO OR GREATER THAN THE FLOW RATE SHOWN AT THE
MAXIMUM PUMP SPEED, BELOW.
REQUIRED MINIMUM PIPE SIZE
Inlet Piping: 3.011 Discharge Piping:- 3.00
ATTHE FILTRATION FLOW RATE ATTHE PUMP MAXIMUM SPEED
Pump Speed at the Filtration Flow Rate 2445 RPM Flow Rate at Max Pump RPM: 127.3 GPM
Head Loss at the Filtration Flow Rate 714 4 FT Head Loss at Max Pump RPMt 60.34 FT
C,T An Pppcqim = mvp
PRIVACY NOTICE I TERMS OF USE 02008 P 2022 PENTAIR INC. ALL RIGHTS RESERVED.
Mytnlarmabon nagaidley the YentafrPatmers henmoee Program mentioned on thin websfte serves a ommVintarmatme purpoea. None ofthistntormatfon fs binding on Penton, international S.a.r,L arftsaffttiates, norran ItbE Band aaagronnd fttranykiudofelatm
agatnstPaatalrereteaf,dtatastn mtxtion to the PantalrParm—finaidve Program,vehtd fssubjott to conditions that Wff be ommu k ted to a tandedate NH!dpaet upon roplemat➢an on this-Wta.
BOUNDARY SURVEY
Lu
CIO
QX
}.#
�.
f ,$.
aA !
l
\s.
C+ �?
%y� 4 Q{,
a a af"
e
4 ry
SURVEY NOTES j j ,x '
U0NURMrWI( CROSSING INTOtlW
ON NORTH WESTERLY SIDE OF LOT:
THERE ARE FENCES NEAR THE BOUNDARY
OF THE PROPERTY.
fta 0415 SURVEYORS CERTIFICATE Y
TARGET
I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY
ISA'TRUE AND CORRECT REPRESENTATION OFA �� mc
�
SURVEY PREPARED UNDER MY DIRECTION. A E
c NOT VAUDV41THOUTANAUTHENTICATED .ELECTRONIC
- L��%�� f`
", STATE9F SIONATUREAND AUTHENTICATED ELECTRONIC SERI., i'
i # m ORARAISEDEMBOSSED$MANDSIGNATURE. •'
m n SERVING FLORIDA
Digitally by 2TSUITE 102
j �.I
Kennetsome �SPkC BEACH,TRAIL, 33407
ILITARY
D,1, 201 E.09.11 - PHONE (561) 640.4600
1 (SldCt7J sborne`12,17.1Q-000" STATEWIDE PHONE (800)22641807
I<FNNETH J OSBORNi q j STATEWIDE FACSIMILE (800)741.0576
=. PRQFESSltlNRI..:SUftV�.'fQRANt�PRAP?ER�6M1iS {H �,C��{��x!f) WWir6SIT�;flflj7;�l�dC�9�9U11'(�}'�37�.(i8i`. .:
INSTP#2022204423OR BK10692 PG Page'1 of 1
09/1612022 09:16 AM Rcpt: 2504128 Rec: 10.00 'DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasch County Clerk & Comptroller
Permit No Parcel ICJ No ' a
NOTICE OF COMMENCEMENT
State of County of
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordenep with Chapter 713, Florida Statutes,
the following information is provided in this Notice of Commencement
1 Description of Property Parcel Identification No ri
Street Address ,
A"
2 General Descnpfion of Improvement
3 Owner Information or Lessee information if the L ssee contracted for the improvement
.Name
Ad ress City late
Interest m Property
Name of Fee Simple Titleholder
If differ rd from Owner listed above)
Address City - State
4 Contractor*
Name ®�
Address City Sate
Contractor's Teloph ne No
5 Surety,...
Name
Address City State
Amount of Bond S Telephone No
6 Lender, L
Name
Address" City State
Lender's Telephone No
7 Persons within the.: State of Florda designated by the owner upon whom notices or other documents may be served as provided by
Section 71313( )( 7), Florida Statutes
Name
Address City State
Telephone Number of Designated Person
B In addition to himself, the owner designates of
to receive a copy of the Lienor's Notice as provided in Section 71313(1)(b), Florida Statutes
Telephone Number of Person or Entity Designated by Owner
9 Expiration date of Notice of Commencement (the expiration date may not he before the completion of constructionand final payment to the
contractor, but will be one year from the date of recording unless a different date is specified)
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP TER 713, PART 1, SECTION 713 13, FLORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION IF YOU INTEND TO OBTAIN FINANCING, CONSULT:
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief 11
STATE OF FLORIDA
COUNTY OF PASCO r..
SiOfwner a so, or Owner's or Lessee's AuthonxadOf/ ar anagor
Signatory's Tdte/Off4ce /
The foregoing instrument was ac,movedged beiCore me this ;�_Qy of 4 20.�Ay "
,as , �+�"' (type of authority, e 9; officer, trustee, attorney in fact) for
(name of y or behalf o om instru nt was execut
Personally Known 0 %N Produced Identification ( '� Notary Signet
Type of Identification Produced 8 r �� Name (Print) 7 '
„iirrrrr MMA:A KLOSICKI
e 1pRY PU�r,
', ,,Notary Public -State of Florida
Commission # GG 324783
My Commission Expires
wpdato/bos/noticewmmencement_poOS3048 April 17, 2023
Soto Of Floirlds, County Of Pasw
This Is to certify that the foregoing Is
true and cormot copy of the document
n file or of public record to this .
t trey hrsd sa#cti 1 this
any
ilk At�rt irk& Comptroller
r�yg t
Uty Clerk