HomeMy WebLinkAbout25-9414Polk= j7p
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Zephyr , hiells
Address: 6715 North Lake Drive
ZEPHYRHILLS, FLORIDA 33542
BGR-009414-2025'-'----
Issue Date: 02/14/2025
Building Valuation: $71,371.00
Electrical Valuation: $3,505.00
Mechanical Valuation:
Plumbing Valuation: $2,955.00
Total Valuation: $77,831,00
Total Fees: $644-16
Amount Paid: $644.16
Date Paid: 2/19/2025 10:52:02AM
[MUSIMMAIMIRIM
Contractor: TOTALLY BLU BUILDERS
INC
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,
I!1111 1111111111111!!Ij 1111111 IIIjI!!1II;1IIHIV 1I 1!11 111 I;1IF 111171111111111 111
FISIBIUM ror=-= 1 � I mmam=
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accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
7/
CONTRACrOR SIGLNATIVRE PEIMIT OFFICE[)
_S I
PERMIT EXPIRES IN 6 MO HS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
0
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Zephyr ' hills
('40
BGR-009414-2025
Issue Date: 02/14/2025
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.
MUI
MIME=
T27111�0 =1�- 11111
7-
Uomplete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
311
VI
CONTRA SIGNATURE PE IT OFFICEPERMIT PIRESIRIN 6 MONT WITHOUT APPROVED INSPECTION
LL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
City of Zephyrhills Permit Application
Building Department
I TIM
Date Received
AMMIMMOMMI
Owner's Name
Owner's Address
Fee Simple Titleholder Name
Fee Simple Titleholder Address
JOB ADDRESS
SUBDIVISION
WORK PROPOSED
PROPOSED USE
TYPE OF CONSTRUCTION
DESCRIPTION OF WORK
BUILDING SIZE
Owner Phone Number
Owner Phone Number
Owner Phone Number
7-
LOT #
PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
NEW CONSTR ADD/ALT
SIGN DEMOLISH
INSTALL REPAIR
SFR Comm
OTHER
BLOCK FRAME
STEEL
rIA
SO FOOTAGE
OOTAGE
HEIGHT
CABUILDING $ �A- VALUATION OF TOTAL CONSTRUCTION
L2�
E�EIELECTRICAL AMP SERVICE PROGRESS ENERGY W✓ R.E.C.
52 PLUMBING
E;n!L2'�� LUATION OF MECHANICAL INSTALLATION,- PP;
=GAS ROOFING SPECIALTY OTHER AAJWX-
de
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
ELECTRICIAN COMPANY
SIiaNATt1RE REGISTERED
SIL"411FAAWKWI MISS,
milli all
License # Lc�( Iq �&() F �13 (Z��
Y N FEE CURREN Y/N
License #
Ilu
1111071M
I FEE CURREN L_ILN J
License#
L7-Y FEE CURREN' lY/ N
RESIDENTIAL Attach (1) Plot Plans; (1 set , with 1 thumb drive ) of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum thirty (30) 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 (1 set , 1 thumb drive) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for nev
Minimum thirty (30) 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 $5,000, a Notice of Commencement is required. (AIC upgrades over $7,500)
— 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 (Front of Application Only) '101,14" 00M
Reroofs if rvice gr s Fences (PIot/.S#ro6ytFbdtaqb)-k,1,
,v,,Se,, Up,, ade 11 "All
ays-Not over Counter if on public roodWays..needs ROW
D04
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DUKE
ENERGY,
WR # 56922755
February 6, 2025
Totally Blu Builders
Subject: 6715 NORTHLAKE DR
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,
Kelly Higgs
Project Coordinator
Mike Diergy Florida, LLC 4 12l Saint Lawreiwe Dr, New Port Richev, FL 4653
A z -T'Y Fichut
Pasco County Permit No: rid
Project Address: 6715 E-t-a*e Rd Zephyrhills, FL 33542
Services to be provided (select all that a
Plan Review 7 Inspections
PRIVATE PROVIDER FIRM
aggin- M04 114 Zwicr# ff -4 RnTyl
Name of Qualifier: Spencer Moore
Office Phone: 954-820-4874
RM
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xMilam
NOTICE TO BUILDING OFFICAL 8731 Citizens Drive, Suite 230, New Port Richey, FL 34654
REV 12/4/2020 (727) 847-8126
Date:
Anthony Mastracchio
Dinactur/Bui|dingOfhcia|
8731Citizens Drive Suite 23O
New Port Richey, Florida 34654
Private Provider Services: Plan Review |nspectinnsx____
Dear Building Official,
Totally Blu Builders . hereby provide notice that MyAmelia Inc dboInspected will be
performing the above services for property address 6715 E Lake Rd Zephyrhills, FL 33542
This document has been prepared in accordance with F.S. 553.791 and is being submitted to the
private provider information package.
Respectfully
Signature ofRep��rtativeofContractor Name
STATE of
The foregoing instru vt was
notarization this ((W "
representative of the Kontra(
Signature of Nota
MEN
-D/1/)Z " -1, � i, j !!
Printed Name olf Representative
edged before me by means o I 'Ph 1 al,presence or[ ]online
Date: 7
Co"u"I" F1
NOTICE TO BUILDING OFFICAL
OF USE OF PRWATE PROVIDER
Building Construction Services
ACKNOMIEDGMEW
1, Ale0&ftpjFk-fCfwf haw t*rted to me art, or mme mivate womms t* provide
buildlngto&e for the bag&ng or strWwe that is Owwbied of as,,w0*rLwd
W Sedifhf,553.791, norkla Stjtut es, I w4"stand " Ow k"I bioWft offklal n%w fv)t re virw Ow plard %0-nitted or perform ft, req*ed bu*ft
irmpections W &-4ern*w coo;*vwe %ith 0* apj*,#W co&-s, except to Ow extent swified Jn saW tam lfviteM, ptam re.4ew awilor recwired
bv!Wft Inspedifots vOj'l he mforlwA by ficensed or ceOW perscrowl WwWfed � Ow Lvi requires frAnlawn) invurarwo
Pe.q,vkwr*pts for wch petsoovwL but I wWerstand ttwt I may require mort hourame to prrA n-t aw irk' -4',
gy v*er uVog this form, I actmuwkdge that I baft rna* kMuky regwding tfw contp-trace of dw Wenved or catifled persoond �ad the JeM of their
irmwamewW am safisfi#d that toy intufth ary adequatot w'Otected, I Ww to kXkfn*fif, defend. aml hc4d ham4m Ow Wal goYeYfw-*nt, tiocal
fkildk* Off kWand tf* tx"ngc,.xk oultweemait persmM from artywA A clab--as anwm ftm rnywe of the-A-kmimli or ceAffied w,,wrvwl to
porfwm WWWg cock plan rmlkw andim mspm0wi swVkvs w4b respm to tfw bWding or sbwturo that Is ft stMect of the enclowd permit
appkatiom
STATE OF FLORJJ>k�-
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COU07Y OF
SWORN TO fOR AFFIRMED) AND SU CRI E sre me this day of
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INSTR#2025013124OR BK11146 PG3734 Paq,ifi
01124/2025 06:02 AM Rcpt: 2786832 Rec: 1 O00 E)S: 0= IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
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AND THE Cl- "t OF ZEIPHYRHILLIS
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THE ,SETS: N/A SOLAR PANELS: N/A
a Q=in Pool Designed EsDecialiv For: jjQLSITE§?-ULEl—CA—jQ—NS
LOT: 10 BLOCK, —
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PROFESSIONAL ENGINEER SEAL
t1ijill 11111111
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No 8327
2 1.23'-
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SCALED BY SCOTT WALKER PE ON THE
DATE ADJACENT TO THE SEAL USING A SHA2S6
RSA AUTHENTICATION CODE, PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SHA256 RSA
AUTHENTICATION CODE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES,
SCOTT WALKER PE NO 83270
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DATE
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SHEET OF
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OESCAUP11104:
LOT 1 Oof STEPHEN'S GLEN AT SILVER OAKS, PHASE ONE, according
to the map or plat thereof, as recorded in PLAT BOOK 31, PAGES 19-2*
inclusive, of the Public Records of Pasco County, Florida.
LOT COVERAGE
LOT SF:
HOUSE SF:
LANAI, WALKWAYS,AC SF:
DRIVEWAY SF:
602
TOTAL EXISTING SF
4,299
NEW IMPERVIUOS7ROC.-
NEW DECK & COPING &
408
EQ PAD $F:
NEWPOOLISPASF:
TOTAL NEW IMPERVIOUS SF:
782
TOTAL IMPERVIOUS SF:
5,081
COVERAGE:
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I HERE01 CEWIFv"W"At,
TECSTANDARDS
HNICAL* FOR LAND SURVEYIN9 IN THE STATE OF FLORIDA.
CHAPTERSJ-17,FL TRATIVE CODE.
Eme A it 6, P.LS.
n0WA MMMVM W 5W4
P.C.
P.C. Fa LL P9.
job # 1207-13
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Gbbie P
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SURVEWNG AND
MAPPING, INC.
40M HWWY 41 NORTH — LAND 0 WES, FL 34539
PHONE (813) 948-2666
FAX (813) 435-1763
j*rddns.swv*yktq*Yedz*aji&t —
wwwOnk4w--jur4eykV.com
• 2023 FLORIDA BUILDING CODE, BUILDING, EIGHTH EDITION
• 2023 FLORIDA BUILDING CODE, RESIDENTIAL, EIGHTH EDITION
• 2023 FLORIDA BUILDING CODE, ENERGY CONSERVATION, EIGHTH EDITION
• 2023 FLORIDA BUILDING CODE, MECHANICAL, EIGHTH EDITION
• 2023 FLORIDA BUILDING CODE, PLUMBING, EIGHTH EDITION
. 2023 FLORIDA BUILDING CODE, FUEL GAS, EIGHTH EDITION
• 2023 FLORIDA FIRE PREVENTION CODE, EIGHTH EDITION
• 2023 FLORIDA ACCESSIBILITY CODE, EIGHTH EDITION
• NFPA 70-2020 - NATIONAL ELECTRICAL CODE
• ASCE/SEI 7-22- MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR
BUILDINGS AND OTHER STRUCTURES
• ASCE/SEI 24-2014- FLOOD -RESISTANT DESIGN AND CONSTRUCTION
• FEMA FEMA TS-2-08 FLOOD DAMAGE -RESISTANT MATERIALS REQUIREMENTS
• AAF-20- GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS 2020
• ACI 318-19 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
• ACI 506R-16 - GUIDE TO SHOTORETE
• ANSI/APSP/iCC 3-2014 - AMERICAN NATIONAL STANDARD FOR PERMANENTLY
INSTALLED RESIDENTIAL SPAS AND SWIM SPAS
• ANSI/APSP/ICC 5-2012(R2022) AMERICAN NATIONAL STANDARD FOR
RESIDENTIAL IN -GROUND SWIMMING POOLS
• ANSI/PHTA/ICC 7-2020 - AMERICAN NATIONAL STANDARD FOR SUCTION
ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS, SPAS, HOT
TUBS AND CATCH BASINS
• ANSI/APSP/ICC/NPC-12 2016 AMERICAN NATIONAL STANDARD FOR THE
PLASTERING OF SWIMMING POOLS AND SPAS
• ANSI/PHTA/IGC 15-2021 - AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY WITH ADDENDA A APPROVED
JANUARY 9, 2013
• ANSI/APSP 16-2017 - AMERICAN NATIONAL STANDARD FOR SUCTION OUTLET
FITTINGS ASSEMBLIES (SOFA) FOR USE IN POOLS, SPAS, AND HOT TUBS
• ASME AT 12.19,8 - SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING
POOLS, SPAS, HOT TUBS, AND WHIRLPOOL BATHTUB APPLIANCES
• ASTM D3787-89 - TEST METHOD FOR BURSTING STRENGTH OF
TEXTILES -CONSTANT -RATE -OF -TRAVERSE (CRT) BALL BURST TEST
• ASTM D4086 - STANDARD PRACTICE FOR VISUAL EVALUATION OF
METAMERISM
• ASTM D5034-95 - STANDARD TEST METHOD FOR BREAKING STRENGTH AND
ELONGATION OF TEXTILE FABRICS (GRAB TEST)
• ASTM El347 STANDARD TEST METHOD FOR COLOR AND COLOR -DIFFERENCE
MEASUREMENT BY TRISTIMULUS COLORIMETRY
LEGEND
PUMP
17
VAC
FILTER
}�
OVERFLOW
JET
HEATER
D
RETURN
III
_--
BALL -VALVE
DECK DRAIN
SHEER
m7= DECENT
-- --- SUCTION
RETURN
BUBBLER
ELECTRIC
_
FEATURE
MULTI -VALVE
AIR
SKIMMER
GUARD
--..u.. BOND WIRE
DECK JET
UNBLOCKABLE
SOFA
AUTO FILL
SOFA
AUTO LEVEL
jjjj%%�((((�����'`�jjjj UNBLOCKABLE
SOFA
LOW VOLTAGE
TRANSFORMER
LIGHT
SOFA
NICHELESS LIGHT'
CL GEN.
• ASTM E1477 - STANDARD TEST METHOD FOR LUMINOUS REFLECTANCE
FACTOR OF ACOUSTICAL MATERIALS BY USE OF INTEGRATING -SPHERE
REFLECTOMETERS
• ASTM F1346-91(2010) - PERFORMANCE SPECIFICATION FOR SAFETY COVERS
AND LABELING REQUIREMENTS FOR ALL COVERS FOR SWIMMING POOLS,
SPAS AND HOT TUBS
• ASTM F2208-14 - STANDARD SAFETY SPECIFICATION FOR RESIDENTIAL POOL
LOW VOLTAGE
ALARMS
TRANSFORMER LOCATION &
• ASTM F2286-16 - STANDARD DESIGN AND PERFORMANCE SPECIFICATION
CLEARANCE PER NEC SEE
FOR REMOVABLE MESH FENCING FOR SWIMMING POOLS, HOT TUBS, AND
POOL LIGHTiICIE DETAIL
SPAS
-
• ASTM F2376-17a - STANDARD PRACTICE FOR CLASSIFICATION, DESIGN,
MANUFACTURE, CONSTRUCTION, AND OPERATION OF WATER SLIDE SYSTEMS
• ASTM G53-96 - PRACTICE FOR OPERATING LIGHT -AND WATER -EXPOSURE
-- --. -.
APPARATUS (FLUORESCENT UV -CONDENSATION TYPE) FOR EXPOSURE OF
—
NONMETALLIC MATERIALS
I.
• CPSC Pub, No. 362 - SAFETY BARRIER GUIDELINES FOR HOME POOLS
g I
• FiNA CHG-22 - FINA Handbook 1998-2000
FEATURE RETUIRNFOLD
• FLORIDA CODE 64E FLORIDA ADMINISTRATIVE CODE (SEWAGE DISPOSAL)
1
• FLORIDA STATUTES
FEATURE RETURN B NCii
• NSF NSF 50-19 - EQUIPMENT FOR POOLS, SPAS, HOT TUBS, AND OTHER
I 4 I j
RECREATIONAL WATER FACILITIES
, .
• NSF NSF 60-05 - DRINKING WATER TREATMENT CHEMICALS —HEALTH
-
EFFECTS
_
• NSF/ANSI 61-2019 - DRINKING WATER SYSTEM COMPONENTS —HEALTH
POOL LOAD CENTS INSTALLED PER
EFFECTS
NEC. FEEDERS5IZ D FORLOAD,
• UL 2017-2008 - STANDARDS FOR GENERAL-PURPOSE SIGNALING DEVICES
CLEARANCE 3tTX361' PER'NEC REQUIRED
AND SYSTEMS— WITH REVISIONS THROUGH MAY 2011
• A615/A615M-15ae1 -SPECIFICATION FOR DEFORMED AND PLAIN
CARBON -STEEL BARS FOR CONCRETE REINFORCEMENT
POOL AND SPA VdA1gL5 SHALL NOT HAVE --''
PIPING OTHER THA I THt PERPENDICULAR
• ASTM B209-14 - SPECIFICATION FOR ALUMINUM AND ALUMINUM ALLOY STEEL
PENETRATIONS Wl THIN HC STRUCTURAL
AND PLATE
WIDTH OF THE SHELL '
• ASTM C33/C33M-18 - SPECIFICATION FOR CONCRETE AGGREGATES
• ASTM C90-2016A - SPECIFICATION FOR LOADBEARING CONCRETE MASONRY
•- , "
POOL WET DECKS SHAD 'PiTCHEDg"=
UNITS
a" _
AWAY FROM THE POOL AND TOWARDS A
• ASTM C91/C91 M-2018 - SPECIFICATION FOR MASONRY CEMENT
DRAINAGE PATH "THAT NOT IMPACT
• ASTM C94M-2017 - SPECIFICATION FOR READY -MIXED CONCRETE
EILI
ADJACENT STRUCTURES
• ASTM C150/C150M-2018 - SPECIFICATION FOR PORTLAND CEMENT
• ASTM C476-19 - STANDARD SPECIFICATION FOR GROUT FOR MASONRY
• ASTM C926-18B - SPECIFICATION FOR APPLICATION OF PORTLAND
36" GUARDRAIL WHERE DECK IS EQUAL
CEMENT -BASED PLASTER
TO OR GREATER THAN 30" ABOVE
• ASTM C933-2018 - SPECIFICATION FOR WELDED WIRE LATH
ADJACENT GRADE
• ASTM C946-2018 - STANDARD PRACTICE FOR CONSTRUCTION OF
DRY -STACKED, SURFACE -BONDED WALLS
SPA WALLS ELEVATED GREATER THAN 2FT
• AWC ANSI/AWC PWF-2021 -PERMANENT WOOD FOUNDATION DESIGN
ABOVE ADJACENT GRADE REQUIRE ADDITIONAL
SPECIFICATION
REINFORCEMENT SEE WALL DETAIL
it i
INTENT OF DOCUMENT
THE DESIGN DATA FOR ALL VESSELS AND STRUCTURES HAVE BEEN
THIS DOCUMENT IS INTENDED TO PROVIDE A PRESCRIBED ENGINEERED DESIGN AND
DESIGNED FOR USE IN ALL JURISDICTIONS IN FLORIDA. DESIGN LOADS
EMPHASIZE APPLICABLE REFERENCE CODES AND STANDARDS FOR POOLS, SPAS,
ARE AS REFERENCED IN DESIGN DATA UNLESS NOTED OTHERWISE ON
MECHANICAL EQUIPMENT, ACCESSORY STRUCTURES AND THEIR ASSOCIATED
SPECIFIC DETAIL ELEMENTS.
FOUNDATIONS, WATER FEATURES, FIRE FEATURES, HARDSCAPES, AND OTHER
RELATED AMENITIES.
nF-,qdl;rtl nATA
LIMITATIONS
POOLS & MASONRY WALLS:
DESIGNS WITHIN THIS DOCUMENT ARE LIMITED TO RESIDENTIAL POOLS AND
Vult = 185 MPH
STRUCTURES AS DEFINED WITHIN THE FLORIDA BUILDING CODE. POOLS SHALL BE
Vasd = 144 MPH
LIMITED TO 8 FT IN DEPTH. EXCAVATIONS SHALL BE A DISTANCE OF 5 FT OR 45
EXPOSURE = D
DEGREES, WHICHEVER LESS FROM ADJACENT STRUCTURES WITHOUT ADDITIONAL
RISK CATEGORY = II
SITE SPECIFIC REVIEW FROM THE ENGINEER OF RECORD. STRUCTURES SHALL BE
RIGID STRUCTURE
LOCATED OUTSIDE OF THE COASTAL HIGH HAZARD FLOOD AREA, LANDWARD OF THE
MWFRS CH 29 ANALYSIS
LiMWA LINE, UNLESS APPROVED BY FOR ON A SUPPLEMENT DOCUMENT. THIS
MAXIMUM HEIGHT = 10 FT
DOCUMENT IS LIMITED TO USE IN FLORIDA ONLY. ENCROACHMENTS, CLEARANCES, OR
ACCESSORY STRUCTURES
SPANS WHICH EXCEED THE LIMITATIONS OF THE DESIGN PARAMETERS SHALL BE
Vult = 185 MPH
REVIEWED BY EOR.
Vasd = 144 MPH
MAXIMUM HEIGHT = 20 FT
ASCE 24 - 14 COMPLIANCE AND LIMITATIONS
EXPOSURE D
POOLS IN THIS DOCUMENT ARE DESIGNED PER ASCE 24-14 SECTION 9.6.1 FOR POOLS
MWFRS CH 29 ANALYSIS
2
IN FLOOD HAZARD AREAS OTHER THAN COASTAL HIGH HAZARD AREAS AND COASTAL A
PER 30.6
ZONES. THE PRESCRIBED INGROUND POOL HAS BEEN DESIGNED TO WITHSTAND ALL
GUARDS / R
GUARDS f HANDRAILS PER FBCR TABLE
FLOOD -RELATED LOADS AND LOAD COMBINATIONS. INGROUND VESSELS WITHIN
AD = PLF
DISTRIBUTED HORIZONTAL LIVE LOAD =
FLOOD HAZARD AREAS SHALL BE EQUIPMENT WITH A HYDROSTATIC RELIEF VALVE,
R 1
HORIZONTAL POINT LOAD ON TOPCAP OR 1 SF ON INFILL = 50 LBS
SEE DETAIL PROVIDED. MECHANICAL EQUIPMENT WITHIN FLOOD HAZARD AREAS SHALL
RETAINING WALLS
BE ELEVATED TO A HEIGHT PRACTICAL AND ANCHORED TO RESIST FLOTATION OR
VERTICAL SURCHARGE LOAD LIVE +DEAD NOT TO EXCEED 75 PLF
DISLODGEMENT.
SOILS
BEARING =
FOR POOLS IN COASTAL HIGH HAZARD AREAS, COASTAL A ZONES,AND OTHER HIGH
SUBGRALLOWABLE
100
MODULUS = 10p KSF
RISK FLOOD HAZARD AREAS PER ASCE 24-14 SECTION 9.6.2 SUPPLEMENT
GAMMA R
GAMMA DRY = 0.111 KSF
DOCUMENTATION AND APPROVAL MUST BE PROVIDED BY ENGINEER OF RECORD, THE
GAMMA SAT = KSF
SUPPLEMENT DOCUMENT AND REVIEW WILL CONSIDER THE INDUCED LOADS AND
EG
PHI MAX = 35 DEG
SCOUR ON THE STRUCTURE DUE TO WAVE ACTION AND PROVIDE ADDITIONAL
CONSTRUCTION LIMITATIONS.
INDOOR POOLS
LOAD CENTER
THE EQUIPMENT AND CHEMICAL STORAGE FOR INDOOR POOLS SHALL BE LOCATED
AUTOMATION
OUTDOORS UNLESS A MECHANICAL SPACE IS SPECIFICALLY DESIGNED FOR SUCH USE.
INDOOR POOLS PRODUCE HAZARDOUS GAS,HEAT, AND HUMIDITY WHICH REQUIRE
MECHANICAL VENTILATION, CONDITIONING, AND DEHUMIDIFICATION. THE MECHANICAL
SYSTEMS FOR THE POOL AREA SHALL BE DESIGNED BY OTHERS TO MEET 2023
FLORIDA BUILDING CODE, MECHANICAL,
EIGHTH EDITION AND ASHRA STANDARD 62.1.
PROVIDE CLEARANCES FOR EQUIPMENT PER FBCM &
IF HOUSE WALL IS USED AS BARRIER PROVIDE
MANUF. SPEC.
DOOR AND WINDOW ALARMS PER FBCR.
ORGANIZE EQUIPMENT FOR ACCESS TO SERVICE
BACKWASH WASTE EXTENDED
TO EXHAUST TO CITY
PROVIDE LANDING OUTSIDE DOOR PER
STORM DRAIN VIA DESIGNED
DRAINAGE PATH. PROVIDE
FBCR.
BACKWASH HOSE LONG ENOUGH TO REACH PATH
PROVIDE 1-GFCI PROTECTED RECEPTACLE
6FT MIN AND 20FT MAX AWAY FROM POOL.
FILTRATION EQUIPMENT
DECK DRAIN WITH REMOVABLE CAP
AND PIPING SIZED PER
OUTLETS, LIGHTING & FANS
PITCHED TO NOT HOLD WATER
ANSI/APS
HYDRAULICCD 1 15 DETAILS SEE
WITHIN5'HORIZONTALLYOR12'
BOND ANY METALLIC ITEMS WITHIN 5FT OF
ALLYNFPASHALL
VERTICALLY SHALL COMPLY
POOL WATER. WINDOWS & DOORS WITHIN
BONDING SYSTEM SHALL BE
WITH 680-22
INCHES OF POOL WILL REQUIRE SAFETY
PROVIDED PER NEC 680. SE
NOTES for ABBREVIATED
SUMMARY
8 AWG CONTINUES BOND
r RING
GL IN PER FBC SECTION R308.4
3 FT ,., R R OF R
DEEPsEr s 1
PoOLSTEPsSEE AILa SUN HELF
NOTES OPTIONAL SHEER DECENT WAT=R
SFA S P SE DETAIL, & N4T'e6 fEA7+x?c'
91N sF�
ADJUSTABLE EYEBALL RETURNS REQUIRED FOR PROPER DEEP
�} CIRCULATION
SOF FS ON DIFFERENT PLANES
'LT �BENCH OR LADDER REQUIRED IN DEEP END FOR POOL DEPTHS THAT EXGEED 5'.0" 8 FT
s r,+ SPA a DEEP pus R
POOL MAX`
40
ILLUSTRATIONS AND SCHEMATICS IN THIS DETAIL ARE FOR
ENGINEERING REFERENCE ONLY. SITE SPECIFIC DESIGNS SHALL
BE PROVIDED WITH THIS DOCUMENT THAT INCLUDE: SHAPE,
DEPTH, FEATURES, VOLUME, EQUIPMENT SPECIFICATIONS, &
SHOW COMPLIANCE WITH ALL CODES AND REFERENCED
STANDARDS AS PROVIDED WITHIN THIS DOCUMENT AND CODES
AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION.
SELF CLOSING, SELF LATCHING -- -
GATE WITH LATCH ABOVE 54"
>E WALL
t 1 1
H
yu,.. unnr.u�rcna t I
" Rl BASIN STEPS a..�
• AWPA C1--03 -ALL TIMBER PRODUCTS -PRESERVATIVE TREATMENT BY "•..: - -- - ,., _ ,... _ .._ .-
BENCH 28",DEPTHAIAX,„-
PRESSURE PROCESSES SEE DETAIL
• CSA ANSIICSA/IGSHPA C448 Series-16-DESIGN AND INSTALLATION OF GROUND FOOTINGS THAT ARE DESIGNED TO SUPPORT SCREEN ENCLOSURE PRIMARY LOAD CARRYING MEMBERS SHALL BE SIZED PER TABLE
SOURCE HEAT PUMP SYSTEMS FOR COMMERCIAL AND RESIDENTIAL 48" PERIMETER BARRIER FENCE OR
BUILDINGS NATURAL BARRIER TO ENCOMPASS POOL ON SUPPLEMENT FOOTING DETAIL PAGE OR PER ALUMINUM ENGINEERS REQUIREMENT. FOOTINGS DESIGNED FOR RETAINING ONLY
• CSA ASME Al12.18.1-2018/CSA B125.1-2018 - PLUMBING SUPPLY FITTINGS Z
SHALL BE SIZED PER RETAINING FOOTING DETAIL PROVIDED WITHIN DOCUMENT.
• CSA 864.2-11(R2016) - VACUUM BREAKERS, HOSE CONNECTION TYPE (HCVP) z l T- DER , �,C II ,SST A 11 ,1(
• TMS 402-2016 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES'
I—v
I
s
i
AC PSS
PATH
SCREEN ENCLOSURES CAN
MEET BARRIER REQUIREMENTS
PROVIDING DOOR IS SELF
CLOSING, SELF LATCHING AND
LATCH IS ABOVE 54"
8' FREESTANDING WALL
SEE DETAIL
PROVIDE POSITIVE PITCH TO
DAYLIGHT,SUMP TO DAYLIGHT,
OR SUMP WITH PUMP SEE
DESIGN
FOOTINGS REQUIRED FOR
RETAINING WHERE PAVER
DECK EXCEEDS 6" FROM
ADJACENT GRADE.
ALL DECKING SHALL BE
NON -SLIP AND NOT PRESENT
A TRIPPING HAZARD
HANDRAIL REQUIRED FOR 4 OR
MORE RISERS. SEE DETAIL
PROFESSIONAL ENGINEER SEAL
18,141111111,11
PAD i3327� s
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THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SEALED BY SCOTT WALKER PE ON THE
DATE ADJACENT TO THE SEAL USING A SHA256
RSA AUTHENTICATION CODE PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SHA2S6 RSA
AUTHENTICATION CODE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
SCOTT WALKER PE NO 83270
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STANDAF2D
SPECIFICATION
DATE REV #
11 1 /23/25
SHEET OF
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TOP OF WALL 6" RADIUS MAX COPING PROFESSIONAL ENGINEER SEAL
REINFORCEMENT STANDARD POOL REINFORCEMENT SHALL BE #3 SAT i0" ON CENTER
1 V MAX ! P�lN COLD JOINT s SAME A 83 DETAIL ACI 398-19. SECTIONS $.6.1.1 AND 24.4.3.2 ARE
A UNLESS NOTED OTHERWISE FOLLOW TO DESIGN STRUCTURAL b� � ( i � $
42'-,..._� _ PLASTER +l.
3 1-#3 REBAR CONTINUES 94'" MIN CONCRETE POOL SHELLS. THESE CODES REQUIRE THE RATIO OF DEFORMED SHRINKAGE AND TEMPERATURE REINFORCEMENT AREA TO
1 GROSS CONCRETE AREA SHALL BE GREATER THAN OR EQUAL TO 0.0018. THE FOLLOWING CALCULATION IS TO SHOW THAT THE MINIMUM ♦, C, ®" ®,r
8"' MAX 2V' MAX #3 REBAR 10" .ti *` i✓ +°•,
8" STEEL SPACING FOR #3 REBAR IN A 6 INCH THICK POOL SHELL SHALL BE 1O" O.C. E.W. MINIMUM TO MEET THE SERVICEABILITY REQUIREMENTS. a"
Ll'2_ , Lev°_ry O.C. E.W. ALL POOL SHELLS REGARDLESS OF DESIGNER SHALL HAVE A REINFORCEMENT MATT OF 93 REBAR SPACED 10" O.C. MAXIMUM. FOR THICKER h N O jL7 ] {}
A,�:,.i� �sp;,::.a r SHOTCRETE CONCRETE OR ELEMENTS WITH LOADS THAT ARE LIMITED BY FLEXURAL FORCES CLOSER SPACING OR LARGER REINFORCEMENT BARS MAY
18" " , 400OPSI BE REQUIRED. ALL REINFORCEMENT IN THIS DOCUMENT SHALL BE #3 REBAR MATT 10" O.C. E.W. UNLESS NOTED OTHERWISE. ..
PVC SIZED "M MIN
PER DESIGN AREA STEEL PER #3 REBAR = 0.11 IN'
WATER LEVEL - a POOL WALL AREA OF STEEL REQUIRED FOR & THICK CONCRETE = IN X 2 IN X.00 8 = 0.130 IN '"a. TE
MLIIAT
STANDARD 6 1 1 ' OF ;BENCH OR OTHER MEANS OF AREA OF STEEL PROVIDED BY 12" O,C. E}W. LAYOUT = tz 0.11 0.11 IN' (NoT ACCEPTABLE +"` 0� FROM BLOWERTLET � � }_ °% EGRESS SHALL BE PROVIDED AT AREA OF STEEL PROVIDED BY 10" O.C. E,W. LAYOUT =j3 {0.11} = 0.132 #N' {i�E; N Uf'a? 'r ; , '} 'I C)'THE DEEP END FOR POOLS DEEPER ..4 ,, sFOR AIR BLOTHAN 25' SKIMMER THAN 5 FT PER FBC454.2.18. DIMENSIONS 4 UNIFORMLY SPACED 8 AWG STINGERS NON -SLIP PAVER,STONE,OR PRECAST DECK �d� & f � % z
FROM DISCHARGE PROVIDE A HARTFflftD SKIMMER TRIM AND LIMITATIONS SHALL BE PER ANSIJAPSPIICC-5 2011. ATTACHED TO REINFORCING STEEL. SLOPED AWAY FROM POOL'" TO A° PER FOOT �j!�5$�S*��;6��
LOOP WITHIN 10' OF DISCHARGE FLANGE OR TILE BENCHED OR OTHER OBSTRUCTIONS SHALL BE PLACED CONNECTIONS SHALL BE WITH UL APPROVED -_ +-- COPING SET LEVEL
_ THIS ITEM HAS BEEN ELECTRONICALLY SIGNED O
NON -SHRINK OUTSIDE OF THE REQUIRED MINIMUM DIVING ENVELOPE, BONDING CLAMPS OR SPLIT BOLTS. z
HART€ ORD LOOP DETAIL AIL HYDRAULIC CEMENT EDGE SHALL HAVE A g" RADIUS MIN AND SEALED BY SCOTT WALKER PE ON THE w
NTs ---'OT 'tI CONTINUES 8 AWG BARE COPPER OVERHANG WATERLINE TILE }" MIN DATE ADJACENT TO THE SEAL USING A SHA256 t-
SN2 SKIMMER DETAIL EL )�E _�� ___., _, _ BOND RING 4%6" BELOW SUBGRADE z
s FLEXIBLE POLYURETHANE SEALANT TILE TO COPING RSA AUTHENTICATION CODE. PRINTED COPIES w
-< AND 98"-24" FROM INSIDE POOL WALL WATERLINE TILE 6" WIDTH MINIMUM. TILE MUST BE OF THIS DOCUMENT ARE NOT CONSIDERED w
2-#3 REBAR CONTINUES IN POOL BEAM APPROVED FOR USE IN POOLS & SPAS BY SIGNED AND SEALED AND THE SHA256 RSA �
a
18" TYP. J" FINE PAVER BASE 3" THICK MIN, MANUFACTURER AND INSTALLED PER TCNA STANDARDS AUTHENTICATION CODE MUST BE VERIFIED ON77 b
SKIMMER SHALL BE CAST MECHANICALLY COMPACTED LATICRETE 9235, RED GUARD, OR OTHER DAMPPROOFING IS ANY ELECTRONIC COPIES. N s
IN -PLACE WITH SHOTCRETE 4.5" 90 HOOK ..` _ RECOMMENDED UNDER ALL TILE
OR PAST GROUTED WITH #3 REBAR 10" O.C. E.W. 8 - }" TO 1" LATEX MODIFIED OR POLY -MODIFIED BEDDING MIX SCOTT WALKER PE NO 83270
I INSTALLED PER MANUFACTURER SPECIFICATION
HYDRAULIC CEMENT WITH 15' MIN OVERLAP >
6" RADIUS TYPICAL a
- 6' THICK 4040PS1 MIN SHOT-CRETE _ O
SURFACE SHALL BE CLEAN OF DEBRIS ACID WASHED AND
PROVIDE 1 g" C.G. SET SOCKETS IN POOL WALL APPLIED PER AC1508 U
SATURATED SURFACE DRY BEFORE APPLYING PLASTER PER
STANDARD POOL WALL STEEL 6" X 6" X 6" �„ � � . ' " � � � U
2-#3 BENT AROUND SKIMMER NOTCH INSITU SOIL BEHIND POOL WALL SHALL HAVE A ANSIIAPSPIICCINPC-12
3000PSI M
t5" MIN OVERLAP OF POOL BEAM BARS CONCRETE CUBE MOISTURE INJECTION TREATMENT TO PROVIDE 1 "CLEAR COVER TO S c-� U
OPTIONAL HANDRAIL CONSOLIDATE SOILS AND FILL VOIDS PRIOR TO INSIDE FACE OF CONCRETE SHELL d w
15" REBAR EXTENDED BEYOND FORM FOR ;". �° UJ Ll O
SKIMMER VAULT, FOR MISSED STEEL EPDXY THE INSTALLATION OF THE PAVER BASE MATERIAL W
12" MAX -� 6" THICK4006PSI MIN SHOTCRETE -I 0
PIN 3" INTO POOL BEAM WITH SIKA !N AREAS WHERE POOL DEPTH EXCEEDS OFT U- d
PROVIDE 1 ADDITIONAL #3 REBAR THAT EXTENDS
ANCHORFIX-3001 ESR-3608 OR SIMPSON POOL FLOOR APPLIED PER ACI 506LL w
-uw 24" MIN UP WALL AND 24" MIN INTO FLOOR Z I�-
SET-XP. ESR-2508 ANCHORING ADHESIVE TOP AND BO" OM RISERS' O
FLOOR TO WALL PROVIDE A 6" RADIUS BEND O 0 _j
{ N1 ETA ID 8AWG BARE MAY VARY IN EIGHT " ALL SPLICES SHALL BE Ey >
EF31 -- COPPER BOND SOILS SHALL HAVE A 3000 PSI M€N BEARING --- ' NON -CONTACT SPLICES SPACED o $ Z - z
' ITS WIRE EACH SOCKET 12" MAX CAPACITY AND INSPECTED BY RESPONSIBLE �--� � � w � a Z ¢
PERSON IN CHARGE. SEE NOTES FOR
THE DETAILS BELOW ARE TO SHOW INTENT. DRAINS AND ATTACHMENTS 240IN' AREA 15" MIN. OVERLAP WHOR STACKED ICH ARE ¢ r Z LL
O
SHALL BE SIZED AND INSTALLED PER MANUFACTURER SPECIFICATIONS REQUIRED LIMITATIONS z 4
EACH TREAD MIN APPROVED
NO ADDITIONAL STEPS d
SINGLE PORT CONFIGURATION #3 REBAR 10" Q.C. E.W U `"� U w
ALL INTERMEDIATE RISERS REQUIRED WHEN POOL REBAR CHAIR OR ADOBE TO w w
„r"
ry m WITH 15" MIN OVER
N
---
SHALL BE UNIFORM DEPTH EXCEEDS 4'-0" PROVIDE 3" CLEAR COVER MIN O p w
3 i�fa-€c,Mt� C�GL�t#ALLiJET�'PL m
10'" �' _ -- -- -- -- ---- -.- -- -- - - - - -- - -
#3 REBAR 10" O.C. E.W. �i PtiV ; aF r MAXQ�P
a n�.
,- 8" -� ( O
s d-
STAIR DIMENSIONS AND MAX' WEIR CAN BE FLAT OR z
O PLUG PARAMETERS SHALL BE PER 12" MAX PITCHED EITHER
;
ANSI✓APSP ICC-5 T m DIRECTION
POOL ~ HYDROSTATIC RELIEF VALVE 1 ' C. , , .1 C.O:
FINISH 0 CLEAN WELL �- — 8" #3 REBAR 10"O.C. E.W. PAVER OVERLAY z c� GRADED #57 STONE POOL STAIR DE T AIL
y ...�.T..� t P L "MAX. SPA.. BEDDING MIX
DUAL PORT CONFIGURATION - 4 7" LONG 90' - P O
3" C.C. �' EX ANSION BOARD
4'-0" MIN 8 AWG BOND TO HOOK MIN _ J
TRANSFORMER AND 13 "MAXO
2- #3 REBAR 2 M ' _ � � ',
STANDARD POOL BEAM O " 8" IN ABOVE EQUIPMENT g" CONTINUES WITH
rt 4" !N MIN TO OF COPING BONDING RING 8 AWG 15" MIN OVERLAPS CONCRETE SLAB z
. ABOVE
o eTIQNA� sA
_.. GRADE 1-#3 REBAR 10" C,ONCRE I E DECKT FOOL BEAM I.- �
• O.C. WITH 3" HOOK Gt A r F a 3 T E CAE _ L 0
U
0
POOL FINISH 4" MIN TO LENS IF 4 NOMINAL 300OPSI CONCRETE �
HYDROSTATIC RELIEF VALVE APPROVED BY MANUF. 1 i" C.C.MIN ¢ WET DECK WITH NON -SLIP FINISH
1 "PVC PIPE WALL FITTING 3"C.C. °^, t �
CL 18" MINIMUM OTHERWISE MIN STANDARD SPA FLOOR z, COPING o w
O NICH�,LESS ILLUMINARY �-�-° , '- "'" EXPANSION BOARD m
LOW VOLTAGE
° SHOTCRETE 4000PSI MIN
�(�i� U1LLI
J U o
�— 3FT IN NICHE BOND WIRE UNDERWATER LUMINARIES 6" -'� STANDARD POOL FLOOR 8 AWG IBO DI RING "/i a M ~ OR ON SEPARATE PLAINS SEAL WITH BASEGRETE SEE '}"",I-�I,AL}{j' `" - $/ d (� d O
y'�'-s r,�, (�'° fit'"✓?: {,1_I , J'7,"-'.L.. DETAILSTANDARD POOL BEAM v) z
DAMPPROOFING NOTES FOR DETAILS LEAVE BULB WIRE LONG E - - --- ✓ 1 -- O
a �;::7�
PLUG' - PVC NICHE ENOUGH TO SET ON COPING 6" X 6" 1 OGA X 10 GA WWM 3FT �i -1
AROUND POOL MIN CONCRETE ( J
FOR SERVICE iy CM <A (� j
_ HYDROSTATIC LIGHT , �S_O� E DECKS OUTSIDE THE WET DECK CV U% CO
-- RELIEF V �t VE a ,, • A3 +� n3€€E DETAIL COPING -CAN BE FIBER ONLY �`- w
O
3" MAX REINFORCEMENT SAME AS PB1 DETAIL % RETE DECK T POOL BEAM � �i � � �
L Gi)P 1— - -- -- - w {n a
PVC RETURN PIPE - z �j' Cry
VARIES 4" NOMINAL 300OPSI CONCRETE WET w u
CLEAN WELL z NON -SHRINK HYDRAULIC GROUT 8 VARIES _t 0 w Sy w
GRADED #57 STONE L PLASTER DECK WITH NON -SLIP FINISH o O
U Y{A ``' `" ADJUSTABLE CYCOLAC
EYEBALL INLET FITTING WITH �"" m - 6" X 6" 10GA X 1fl GA WN✓M 3FT SHEET NAME
UNBLOCKABLE SINGLE DRAIN OR MULTIPLE DRAIN NETWORK MAY BE USED. ORIFICE MIN AROUND POOL MIN CONCRETE w
ALL SOFA'S SHALL BE IN STRICT COMPLIANCE WITH ANSI/APSP,'ICC-16. ALL 8" MAX STANDARD PVC THREADED FITTING ., ` DECKS OUTSIDE THE }WET DECK 0
STANDARD 0
CAN BE FIBER-REMESH ONLY ly
INSTALLATIONS SHALL BE IN STRICKED ACCORDANCE WITH ANSIIAPSPlICC-7. DAMP-PROOF AREA FLEXIBLE CAULK SPECIFICATION a
CONFIGURATION SHALL BE PER MANUFACTURER SPECIFICATIONS AND T PRIOR TO PLASTER
SHALL HAVE A REFERENCED MAX FLOW GREATER THAN THE SPECIFIED PLASTER FINISH ' - SLIP SHEET 64 MILL PLASTIC OR
' ' • " 90LB FELT DATE REV #
� z
PUMPS MAXIMUM FLOW. ONE HYDROSTATIC RELIEF VALVE HAYWARD � � � � � � � #3 REBAR 10" O.C. E.W. 2
WALL OR FLOOR CONCRETE SHELL SHOTCRETE 4000PSI MIN STANDARD POOL BEAM
SP1056 OR EQUIVALENT SHALL BE PROVIDED FOR EACH INDEPENDENT STANDARD POOL WALL1/23/25
" R +'-"=C'3R. EN=T A,TION DETAIL 8AWG BOND RING U
WATER VESSEL. SHOTCRETE SHALL ENCAPSULATE SOFA AND IMMEDIATELY WALL �_..�...+ .,,.. a�i'_. „�•_.. i., :,,,,�. �- I-�,---q-r..la
SUNSHELF L DETAIL
O
ADJACENT PVC FITTINGS ;— s. SHEET OF p
m
A, TE DECK TO PO
..
GENERAL NOTES
• WALL VACUUM FITTINGS SHALL BE LOCATED NO GREATER THAN 12" BELOW WATER LEVEL & BE
PROTECTED WITH A SELF CLOSING, SELF LATCHING FITTING WHICH COMPLIES WITH IAPMO SPS4.
CONTRACTOR RESPONSIBILITIES:
THE PIPING SHALL BE A DEDICATED LINE WITH A SHUTOFF VALVE AT EQUIPMENT.
THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE TO BUILD THE POOL, SPA, & SYSTEM
'FILTERS SHALL BE SIZED BY DIVIDING THEMAXIMUM PUMP FLOW BY THE FILTER FACTOR-, ,
WITHIN THE ENGINEERING STANDARDS, CODES, AND ORDINANCE PRESCRIBED HERE IN. 1F THE
CARTRIDGE = 0.375
PROJECT DEVIATES FROM THE PRESCRIBED, CONTACT THE ENGINEER OF RECORD "EOR". ALL
••
FOOTINGS SHALL BE
WORK SHALL BE COMPLETED WITHIN PERFORMANCE STANDARDS AND INSPECTED BY THE LOCAL
'• SAND = 15
STRUCTURALLY INDEPENDENT OF
AHJ OR AUTHORIZED THIRD PARTY. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS MEET THE
" D.E. = 2
• PROOF OF COMPLIANCE WITH ANSI/PHTA/ICC -15 RESIDENTIAL SWIMMING POOL & SPA ENERGY
HOUSE AND OTHER ADJACENT
FOUNDATIONS.,THEREFORE NOT
REQUIREMENTS AS REFERANCED OR PRESCRIBED. CONTRACTOR SHALL VERIFY ALL MATERIALS
CODE SHALL BE PROVIDED TO OWNER & AHJ.
PINNED TO OTHER FOUNDATIONS.
MEET THE MINIMUM PRESCRIBED SPECIFICATIONS. EMPLOYEES, SUB -CONTRACTORS, &
• HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED AS PRESCRIBED PER FBC4501.21.4.
CONSULTANTS SHALL BE TRAINED, LICENSED, & INSURED AS APPLICABLE, THE PROJECT SHALL
• 18" OF STRAIGHT PIPE SHALL BE PROVIDED BETWEEN PUMP AND HEATER FOR FUTURE SOLAR,
HAVE A RESPONSIBLE PERSON OVERSEEING THE SITE SAFETY, AND OPERATIONS. EACH PHASE
THERE MUST BE A SECTION OF STRAIGHT PIPE BEFORE PUMP GREATER THAN OR EQUAL TO 4
SHALL BE DOCUMENTED WITH PHOTOS INCLUDING COMMISSIONING, FILED, AND AVAILABLE TO FOR
PIPE DIAMETERS.
UPON REQUEST. THE SUBMITTAL OF SEALED ENGINEERING FROM ENGPLANS TO ANY AUTHORITY
• EQUIPMENT PIPING, &SYSTEM PERFORMANCE SHALL BE IN COMPLIANCE WITH THE ABOVE
HAVING JURISDICTIONS SHALL BE A CONTRACTUAL AGREEMENT TO CONSTRUCT PROJECT
STATED AS A MINIMUM. MORE EFFICIENT EQUIPMENT AND LARGER PIPE SIZES PROVIDE OPTIMUM
PURSUANT TO APPLICABLE CODES. ORDINANCES, STANDARDS, &PLANS PROVIDED HEREIN.
SYSTEM PERFORMANCE.
STANDARD SUMMARY:
• SKIMMER EQUALIZER LINES ARE PROHIBITED.
THIS SECTION SHALL BE USED FOR REFERENCE BUT DOES NOT INCLUDE ALL CODE RELATED
POOLS WITH A WEIR EXHAUSTING TO A COLLECTOR TANK SHALL BE INDIVIDUALLY DESIGNED &
DESIGN STANDARDS.
APPROVED BY EOR.
GTHEEXCAVA
. SANITIZING AND FILTRATION EQUIPMENT SHALL BE SIZED BY CONTRACTOR TO MEET
• THE EXCAVATION SHALL BE FREE OF DEBRIS AND ORGANICS.
I
ANSI/PHTA/ICC -11 REQUIREMENTS,
• SOIL COMPRESSIVE STRENGTH SHALL EQUAL TO OR GREATER THAN PSI.
• ALL POOL PIPE SHALL BE ASTM D1785 SCH 40 OR 80.
PER ASTM
A ASTM
• THE SOILS SHALL HAVE LOW TO MODERATE PLASTICITY WITH
. ALL FITTINGS SHALL BE ASTM D2455 SCH 40 OR 80 TO MATCH PIPE.
HEPI<28SITE O EXCAVATION.
• IT IS RECOMMENDED TO HAVE A GEOTECHNICAL SURVEY OF THE SITE PRIOR TO EXCAVATION.
, SCHEDULE 40 PIPE SHALL NEVER BE TAPPED.
• POOLS, FOOTINGS OR RETAINING WALLS LOCATED LESS THAN 7'-0" TO A SLOPE EXCEEDING 3:1
. FLEX PVC PIPE IS NOT PERMITTED.
SHALL BE REVIEWED AND APPROVED BY LETTER FROM THE EOR.
. ALL POOL PIPES SHALL BE PRESSURE TESTED AT A MINIMUM OF 35 PSI FOR 15 MIN PER R4501.12.
• EXCAVATIONS LOCATED WITHIN 5'-0" OR 45 DEGREE ANGLE OF REPOSE FROM ADJACENT
. PIPES MAY NOT BE INSTALLED IN THE STRUCTURAL WIDTH OF WALLS OR FLOORS U.N.O.
STRUCTURE SHALL BE REVIEWED BY FOR
• MAXIMUM PUMP FLOW SHALL NOT EXCEED EQUIPMENT MAXIMUMS SUCH AS FILTERS, HEATERS &
• EXCAVATIONS SHALL BE DEWATERED AS NECESSARY TO PREVENT COLLAPSE. EFFLUENT SHALL
CHLORINATORS.
BE FILTERED THROUGH A SOCK OR MEDIA THAT WILL RETAIN SOILS FROM ENTERING THE STORM
* AUTO FILL DEVICES SHALL 8E INDEPENDENT OF POTABLE WATER BY USE OF AN AIR GAP OR
DRAW SYSTEM.
• EXCAVATIONS, EARTHWORK, AND EWATEW SHALL NOT AFFECT ADJACENT PROPERTIES.
B
• OVER EXCAVATED SHELLS SHALL E FILLEDDWITH SHOTCRETE NOT FILL MATERIAL.
RATED RPZ DEVICE.
• BACKWASH WASTEWATER PER R4501.10 SHALL BE DIRECTED TOWARDS STORM DRAINS OVER
COMPACTED.
COM
EXISTING DRAINAGE PATHS AS TO NOT IMPACT ADJACENT PROPERTIES.
s FS
• SOILS BELOW DECKING SHALL BE MECHANICALLY
• ONE SKIMMER PER 800 SF OF SURFACE AREA SHALL BE PROVIDED.
• DISTURBED SOILS INTENDED TO BE COVERED WITH A SOLID ROOF SYSTEM SHALL BE TERMITE
ELECTRICAL:
TREATED.
• SHALL COMPLY WITH NFPA 70-2020.
STRUCTURAL;
• ASCE 24-14 SECTION 9.6 AND CHAPTER 7 AS APPLICABLE
SHOTCRETE- PNEUMATICALLY APPLIED CONCRETE PER ACI 506.2:
• ASCE 24-14 SECTION 7.2.5 FOR INSTALLATIONS BELOW DFE
• 4000 PSI 28 DAY COMPRESSIVE STRENGTH MIN.
• BONDING PER ARTICLE 680
• WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50 PER AG 318.
' EQUIPOTENTIAL BONDING OF PERIMETER SURFACE WITH AN 8 AWG BARE SOLID COPPER
• CUTTINGS AND REBOUND SHALL NOT BE INCORPORATED IN WORK PER AC1506.2.
LOCATED BETWEEN 18" AND 24" FROM
FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE,L
• NOZZLE OPERATOR SHALL BE CERTIFIED AND SHALL APPLY PER ASC309R.
THE INSIDE WALLS OF THE POOL AT A DEPTH OF 4" -6" UNDER THE DECK SUBGRADE.
• CONCRETE SHALL BE CURED PER ACI 308R FOR 7 DAYS AFTER INITIAL SET.
• CONCRETE DECKS THAT EXTEND 3' MIN FROM POOL WATER AND ARE REINFORCED WITH A
• SHOTCRETE SHALL BE SHOT WITHIN A TEMPERATURE RANGE OF 40°F-95°F
MINIMUM OF #3 REBAR 12' O.C. E.W. MAY BE USED INLEAU OF A BONDING RING.
• TEST PANELS OR CYLINDERS SHALL BE PROVIDED IF REQUIRED BY AHJ CONCRETE CAST
• THE BOND RING SHALL BE ATTACHED TO THE POOL SHELL STEEL REINFORCEMENT WITH 4
IN PLACE
UNIFORMLY SPACED 8 AWG BARE SOLID COPPER WIRE WITH UL APPROVED CONNECTORS.
CONCRETE CAST W PLACE {POURED}:
CA
• ANY METALLIC PART IN OR WITHIN 5FT HORIZONTALLY OR 12FT VERTICALLY OF THE POOL WATER
• SHALL BE PSI 28 DAY COMPRESSIVE STRENGTH MIN UNLESS NOTED OTHERWISE.
• WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50.
MUST BE BONDED.
• CONCRETE SLABS SHALL HAVE EXPANSION JOINTS TOOLED IN OR CUT (25 % OF SLAB THICKNESS)
LINE VOLTAGE & CLEARANCE
WITHIN 24HRS OF PLACEMENT, SPACED PER ACI 224R (11.5- O.C. FOR 4" SLABS).
• PROVIDE A SPACE 30" WIDE AND 36" DEEP FROM ANY ELECTRICAL DISTRIBUTION PANEL PER 110.26
• CONCRETE SHALL BE PLACED WITHIN 90 MIN OF BATCH TIME.
• REFER TO NEC TABLE 300.5 FOR MINIMUM COVER REQUIREMENTS FOR BURRIED CONDUCTORS
• WATER PIPES ARE NOT ALLOWED TO PASS OVER A PANEL, DISCONNECT, TRANSFORMER, OR
• CONCRETE SHALL BE CURED PER ACI 308R FOR 7 DAYS AFTER INITIAL SET.
OTHER ELECTRICAL EQUIPMENT PER NEC 110.26
• CONCRETE SHALL BE PLACED WITHIN A TEMPERATURE RANGE OF 40°F-95°F.
• NEMA 3R ENCLOSURES SHALL BE USED OUTSIDE
• SUPER PLASTICIZERS, FLY ASH, AND SILICA FUME MAY BE USED WITH AN ENGINEERED MIX
. LOW VOLTAGE SHALL NOT BE IN THE SAME CONDUIT AS LINE VOLTAGE CONDUCTORS
DESIGN.
• OVERHEAD CONDUCTOR CLEARANCES SHALL BE PROVIDED PER NEC TABLE 680.9
• CALCIUM CHLORIDE OR OTHER ACCELERATES ARE NOT PERMITTED.
• A DISCONNECTING MEANS FOR EQUIPMENT SHALL BE READILY AVAILABLE WITHIN EYE SIGHT OF
• CYLINDERS SHALL BE PROVIDED IF REQUIRED BY AHJ.
EQUIPMENT AND MORE THEN 5FT FROM POOL.
• %" EXPANSION SHOULD BE PLACED WHERE DECKS MEET THE POOL SHELL AND ADJACENT
• RECEPTACLES SHALL BE GFCI PROTECTED AND NOT BE LOCATED LESS THAN 6FT FROM POOL.
STRUCTURES U.N.O.
• ONE GFCI RECEPTACLE MUST BE LOCATED 6FT-20FT HORIZONTALLY FROM POOL.
• DECKS SHALL DRAIN AWAY FROM THE POOL %" TO''W' PER FOOT.
• LIGHTS AND FANS SHALL NOT BE WITHIN 12' VERTICALLY OR 5HORIZONTALLY.
DAMPPROOFING, TILE, & PLASTER;
• UNDERWATER LIGHTING JUNCTION BOX OR TRANSFORMER SHALL BE A MINIMUM OF 4FT AWAY
•PENETRATIONS SUCH AS NICHE, SKIMMER, &RETURNS SHALL BE GRIPPED BACK AND SEALED
FROM POOL AND 41NIO ABOVE GROUND OR 81N ABOVE MAX WATER LEVEL WHICHEVER PROVIDES
WITH A WATERSTOP AND SEALED WITH BASECRETE OR EQUIVALENT ACRYLIC EMULSION.
GREATER ELEVATIO N.
• IT IS RECOMMENDED TO USE A COLLOIDAL SILICATE SPRAY OVER HARDENED POOL SHELL
• POOL SUB -PANEL SHALL BE SIZED FOR THE INTENDED LOAD
• IT IS HIGHLY RECOMMENDED TO USE AN ELASTOMERIC COAT LATICRETE 9235 OR EQUIV.
• 6-13 OF UNDERWATER LIGHT IS RECOMMENDED
=- 8 -12"
FOLLOWED BY A MODIFIED CEMENTITIOUS COAT UNDER TILED SURFACES AND ELEVATED POOL
•LUMINARIES SHALL HAVE ENOUGH SERVICE CORD TO BE REMOVED FROM NICHE AND PLACED ON
LUMINARIES
3" C
WALLS. TILE AND GROUT SHOULD BE APPROVED FOR USE IN POOLS BY MANUF.
DECK FOR SERVICE.
• TILE INSTALLATION SHALL BE PER THE TILE COUNCIL OF NORTH AMERICA.
•UNDERWATER LUMINARIES SHALL BE SUBMERGED 18" UNLESS RATED BY MANUF. BUT NOT LESS
• THE SEAM BETWEEN THE COPING AND WATERLINE TILE SHALL BE SEALD WITH A FLEXIBLE
THAN 40. 2 MAX
ACRYLIC POLYMER SEALANT.
•UNDERWATER LIGHT NICHE SHALL BE BONDED.
I
• POOL SHELL SHALL BE CLEAN AND SURFACE SATURATED DRY PRIOR TO PLASTERING.
• LISTED LOW VOLTAGE LANDSCAPE LIGHTS SHALL HAVE MINIMUM CLEARANCE FROM WATERS
-^ 4:'
•PLASTER SHALL BE INSTALLED 3/8" TO %" THICKNESS.
EDGE OF 5 FT.
• DO NOT ADD SALT FOR 30 DAYS AFTER PLASTER.
• IT IS RECOMMENDED TO HAVE 3 FOOT-CANDLES OF ILLUMINATION AT THE POOL WATER SURFACE
REINFORCING STEEL;
AND WET DECK.
• ALL REBAR SHALL BE 60KSI STAMPED PER ASTM A615 3-S-60 U.N.O.
SPLICES WITH BARS SEPARATED 6db OR 2.5" WHICHEVER IS SAFETY BARRIERS;
• LAP SPLICES SHALL BE NON -CONTACT
• OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1
GREATER.
THROUGH R4501.17.1.14.
• CONTACT LAP SPICES SHALL BE STACKED TO REDUCE SHADOWING.
• TOP OF THE BARRIER SHALL BE 48 INCHES ABOVE GRADE MEASURED ON THE SIDE THAT FACES
. WELDED WIRE MESH (WWM) 6X6XW1.4XW1 4 SHALL BE USED U.N.O.
AWAY FROM THE SWINGING POOL.
• STEEL REBAR SHALL BE PLAIN AND NOT EPDXY COATED.
' THE MAX VERTICAL CLEARANCE BETWEEN THE BOTTOM OF THE BARRIER AND THE TOP OF THE
• POOLS, DECKS, & RETAINING WALLS SHALL BE STRUCTURALLY INDEPENDENT OF THE HOUSE OR
GROUND SHALL BE 2 INCHES.
STRUCTURE. REBAR SHALL NOT BE PINNED TO HOUSE U.N.O.
°THE BARRIER SHALL HAVE OPENINGS THAT REJECT PASSAGE OF A 4 INCH SPHERE.
• REBAR SHALL BE SECURED WITH CLIPS, TIES, CHAIRS, AND ADOBE TO MAINTAIN THE REQUIRED
CLEAR COVER DISTANCES PER ACI 318 DURING THE SHOOTING PROCESS
• MAXIMUM MESH OF A CHAIN LINK FENCE SHALL BE 2 a".
12'
PAVER OR STONE OVERLAY
THIN -SET MORTAR PER MANUF. SPEC. 1 MAX
Y
3000 PSI CONCRETE MIN.
1�A
GRADE
3. �- � 'MIN COMPACTED CLEAN FILL
Ii8 AWGIBARE COPPER BOND
3H: 1V MAX -' # WI#E WITH UL'APPROVED CLAMP
" 4 60 GRADE REBAR PER TABLE
VARIES 4" MIN
BELOW ,.. MECHANICALLY COMPACTED
UNDISTURBED SOIL , 8 � I500'PSF MIN SUBGRADE
1. FOOTING IS NOT DESIGNED FOR SCREEN ENCLOSURE LOADS,
2. FOR FOOTINGS SUPPORTING SCREEN ENCLOSURES SEE SUPPLEMENT FOUNDATION DESIGN
DOCUMENT OR SCREEN STRUCTURE ENGINEERING. FOOTINGS DESIGNED BY POOL
ENCLOSURE ENGINEER SUPERSEDED THE CONSERVATIVE DESIGNED PRESCRIBED HEREIN.
3. ALL FOOTINGS ARE LIMITED TO A HEIGHT OF12" ABOVE UN -DISTURBED SOIL. FOR ELEVATIONS
HIGHER, SEE SUPPLEMENT RETAINING WALL DETAILS.
RETAINING RIBBON FOOTING DETAIL
F3y9NG PAVER DECKING OP"I<NL)J r R..CREE „ c:,C'LOSURE LOADS
I.. V MIN ..1
� s 1, f P,ICi$LIn'
R v:i' N �3 ICC 7
2-#3 REBAR
CONTINUES
I 1-#3 REBAR 10"
O.C. WITH 3" HOOK
6" MAX
LONGITUDINAL PIPE MUST BE RUN
OUTSIDE OF THE 4" STRUCTURAL
DEPTH OF SHELL
DEE DETAIL FOR PERPENDICULAR
PIPE PENETRATIONS
q" CLEARANCE MIN PIPE TO REBAR
2 2"' PVC PIPE MAX
STANDARD POOL FLOOR
ti" w
• THE POOL SHELL SHALL HAVE A CLEAR COVER DISTANCE OF 3" CAST AGAINST EARTH AND 1 %" • ACCESS GATES SHALL BE SELF -CLOSING AND SELF -LATCHING WITH THE RELEASE DEVICE kN ; I DETAIL
OTHERWISE. LOCATED ABOVE 54" FROM THE BOTTOM OF THE GATE. ; _.
• BARS SHALL BE PLACED WITH A TOLERANCE OF 3/8". • DWELLINGS THAT SERVE AS BARRIERS SHALL HAVE ALARMS OR BARRIERS PER FBC R4501.17.1.9. i � -
HYDRAULICS;
• SCREEN ENCLOSURES WHICH ACT AS BARRIERS SHALL HAVE SELF -CLOSING & SELF -LATCHING
• PROOF OF COMPLIANCE WITH ANSI/PHTAIICC - 7 SUCTION ENTRAPMENT AVOIDANCE SHALL BE
DOORS WITH A LATCH LOCATED ABOVE 54". ANIMAL ACCESS DOORS ARE NOT PERMITTED.
PROVIDED TO OWNER AND AHJ. THE MAXIMUM SYSTEM FLOW CAPACITY SHALL BE TESTED BY
- MESH SAFETY BARRIER SHALL MEET THE REQUIREMENTS OF FBC4501.17.1.15,
CONTRACTOR DURING COMMISSIONING TO VERIFY COMPLIANCE..
• FINAL ELECTRICAL AND BARRIER INSPECTIONS MUST BE APPROVED PRIOR TO FILLING WITH
• SUCTION FITTING OUTLET ASSEMBLY (SOFA) SHALL BE TESTED AND COMPLIANT PER
WATER.
ANSI/PHTAiiCC - 16.
CHEMICAL STORAGE;
• SYSTEM SHALL BE SIZED SO THE DESIGN WATER VELOCITY IN PIPES DOES NOT EXCEED 6 FPS
' WARNING: IN -PROPER STORAGE OF POOL CHEMICALS CAN CAUSE FIRES, BODY INJURY, AND
SUCTION & 8 FPS RETURN.
DEATH.
• CHEMICALS SHALL BE STORED PER NFPA-400 (FREE STANDARD AVAILABLE AT WWW.NFPA.ORG).
CLEAR ACCESS
TO POOL DECK
10" MIN
TREADr,%0EIN
MIN
zzzzz
BENCH LESS
DEEPEST THAN 24" BELOVu
PART OF SPA COPING
4FT MAX SHALLOW END"
PROFESSIONAL ENGINEER SEAL
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No 83274
;
m•4 TI OF °•Lt/ a • +•
13
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ORX
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED
AND SEALED BY SCOTT WALKER PE ON THE
DATE ADJACENT TO THE SEAL USING A SHA2S6
RSA AUTHENTICATION CODE. PRINTED COPIES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SHA2S6 RSA
AUTHENTICATION CODE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
SCOTT WALKER PE NO 83270
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SPA STEP ENTRY D TAIL
CODE REFERENCES:
1. FBCR DEFINITIONS: SPA, NONPORTABLE. SEE
"SWIMMING POOL."
2. FBC R4501.18 - STEPS ARE REQUIRED IN THE SHALLOW
END WHERE WATER DEPTH EXCEEDS 24INCHES.
3. FBC R4501.6.1 DESIGN, CONSTRUCTION AND
WORKMANSHIP SHALL BE IN CONFORMITY WITH THE
REQUIREMENTS OF ANSI/APSP/ICC 3; ANSI/APSP/ICC 4;
ANSI/APSP/BCC 5; ANSI/APSP/ICC 6; AND ANSI/APSP/ICC 7
SHEET NAME
STANDARD
SPECIFICATION
DATE REV #
1 /23/25
SHEET P F
4
FOR POOL ENCLOSURE FOOTING ONLY.
ALUMINUM CONSTRUCTION REQUIRES SEPARATE ENGINEERING AND PERMIT.
BEAM AND COLUMN SIZED BY ALUMINUM DESIGNER
"PANORAMIC"
VIEW SCREEN
OPENING
'7 OR i5
SCREEN
THICKENED FOOTING AT
BEARING LOCATIONS SEE
TABLE FOR SIZE
FOR PANORAMIC STYLE ENCLOSURES
8" X8" WITH 1 #5 FOOTING REQUIRED
BETWEEN THICKENED BEARINGS
L 30' MAX 4
TYPICAL FOOL ENCLOSURE WALL ILLUSTRATION
N
STRIP FOOTING REBAR SHALL BE
CONTINUES OR PROVIDE 7.5" HOOK AT
ENDS WHERE STRIP DOES NOT CONTINUE
THICKENED FOOTING CAN BE
ORIENTATED AS NEEDED
RELATIVE TO THE STRIP
FOOTINGS AS LONG AS EDGE
T4 MIN EDGE DISTANCE IS MAINTAINED
ISTANCE
COLUMN MAY BE LOCATED
ECCENTRIC AS LONG AS
16" EDGE DISTANCE IS
MAINTAINED
SEE TABLE FOR
SIZE AND
REINFORCEMENT
16" LUMN DESIGNED BY
ALUMINUM ENGINEER
THICKENED FOOTING CAN BE
LOWERED 4" MAX TO RECESS
UNDER EXTERIOR GRADE
VI ,, - — —
DESIGNED FOR ALUMINUM
PANORAMIC POOL
ENCLOSURESTRUCTURE
3000 PSI CONCRETE WITH FIBER REMESH
#5 REBAR MAT 3 E.W.
EQUALLY SPACED
BOND WIRE TO METAL
CONNECTOR IF APPLICABLE
OPTIONAL LOOSE SET
PAVER OVERLAY
BOTTOM OF FOOTING TO BE
12" MIN BELOW GRADE
96" _`PROVIDE 8 AWG BOND WIRE
16" ATTACHED TO BOND RING
WITH UL APPROVED SPLIT
BOLT FOR COLUMNS OR
STRUCTURE WITHIN 5 FT OF
f^� .,Y, POOL
THICKENED ' OOTING DETAIL
TO BE
TO POOL
-LED AND
3" INTO
•2508
WALL
HOUSE WALL SUPER GUTTER
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DESIGNED FOF
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TYPICAL POOL ENCLOSURE ILLUSTRATION
n!Ts
FOOTINGS SHALL BE STRUCTURALLY INDEPENDENT OF HOUSE AND OTHER
ADJACENT FOUNDATIONS.,THEREFORE NOT PINNED TO OTHER FOUNDATIONS.
CODE AND STANDARD REFERENCES
• 2023 FLORIDA BUILDING CODE, BUILDING, EIGHTH
EDITION
• 2023 FLORIDA BUILDING CODE, RESIDENTIAL, EIGHTH
EDITION
• ASCE/SEI 7-22- MINIMUM DESIGN LOADS AND
ASSOCIATED CRITERIA FOR BUILDINGS AND OTHEF
STRUCTURES
• AAF-20- GUIDE TO ALUMINUM CONSTRUCTION IN
HIGH WIND AREAS 2020
• ACI 318-19 - BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
• ACI 506R-16 - GUIDE TO SHOTCRETE
• A615/A615M-15ae1 -SPECIFICATION FOR DEFORMED
AND PLAIN CARBON -STEEL BARS FOR CONCRETE
REINFORCEMENT
• ASTM B209-14 - SPECIFICATION FOR ALUMINUM AND
ALUMINUM ALLOY STEEL AND PLATE
• ASTM C33/C33M-18 - SPECIFICATION FOR CONCRETE
AGGREGATES
• ASTM C90-2016A - SPECIFICATION FOR LOAD
BEARING CONCRETE MASONRY UNITS
• ASTM C91/C91M-2018 - SPECIFICATION FOR
MASONRY CEMENT
• ASTM C94M-2017 - SPECIFICATION FOR READY-MIXEC
CONCRETE
• ASTM C150/C150M-2018 - SPECIFICATION FOR
PORTLAND CEMENT
• ASTM C476-19 - STANDARD SPECIFICATION FOR
GROUT FOR MASONRY
• ASTM C926-18B - SPECIFICATION FOR APPLICATION
OF PORTLAND CEMENT -BASED PLASTER
LIMITATIONS & ALLOWANCES:
• FOOTINGS SHALL BE STRUCTURALLY INDEPENDENT
OF HOUSE AND OTHER ADJACENT FOUNDATIONS
OTHER THAN THE POOL SHELL. THEREFORE NOT
PINNED TO OTHER FOUNDATIONS.
• ALL FOOTINGS WALLS HAVE BEEN DESIGNED TO
RESIST LOADS INDUCED FROM SCREEN WALLS.
GUARD RAILS AND PATIO COVERS. MAXIMUM
ALLOWABLE REACTIONS; HORIZONTAL 50 PLF,
GRAVITY = 350 PLF, UPLIFT 300 PLF
THICKENED FOOTINGS FOR PANORAMIC SCREENS
HAVE BEEN DESIGNED FOR MAXIMUM REACTIONS OF
HORIZONTAL 0.3 KIP, GRAVITY = 2.5 KIP, UPLIFT 1.5 KIR
o SCREEN STRUCTURE SHALL BE DESIGNED BY
OTHERS PER FBC, AAF, AND ADM AS APPLICABLE.
DESIGNER SHALL RESTRICT LOADS AS REFERENCED
ON PLANS OR PROVIDE ALTERNATE SITE SPECIFIC
APPROVAL WITH PLANS.
GENERAL MASONRY NOTES:
CONCRETE POURED/CAST IN PLACE:
LY • SHALL BE 3000 PSI 28 DAY COMPRESSIVE STRENGTH
MIN UNLESS NOTED OTHERWISE
• WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50
• CONCRETE SHALL BE PLACED WITHIN 90 MIN OF
BATCH TIME
• CONCRETE SHALL BE CURED PER ACI 308R FOR 7
DAYS AFTER INITIAL SET
• CONCRETE SHALL BE PLACED WITHIN A
TEMPERATURE RANGE OF 40°F-95°F
• SUPER PLASTICIZERS, FLY ASH, AND SILICA FUME MAY
BE USED WITH AN ENGINEERED MIX DESIGN. CALCIUM
CHLORIDE OR OTHER ACCELERATES ARE NOT
PERMITTED.
• CYLINDERS SHALL BE PROVIDED IF REQUIRED BY AHJ
o YV EXPANSION SHOULD BE PLACED WHERE
RETAINING WALLS ABUT ADJACENT STRUCTURES
U.N.O.
• 60 KSI REBAR PER ASTM 615
TH • CONTACT LAP SPLICE; #3-15" MIN, 45-25" MIN
• 3" CLEAR COVER CAST AGAINST SOIL AND 1"
OTHERWISE PER ACI 318
1. ALUMINUM POOL ENCLOSURE PRIMARY LOAD CARRYING BEAMS ARE GENERALLY THE LARGER SIZE BEAMS THAT EXTEND FROM
THE HOUSE ATTACHMENT TO WALL FARTHEST PERPENDICULAR WALL. THE DISTANCE BETWEEN HOUSE ATTACHMENT AND WALL
IS TABLE PARAMETER "PRIMARY BEAM SPAN". SEE NOTES ON SPEC. PAGE FOR ADDITIONAL REFERANCE. PANORAMIC VUE
DESIGNS REQUIRE THICKENED FOOTINGS SEE DETAIL.
2, 9=00TINGS SUPPORTING ALUMINUM ENCLOSURE SIDE vJALLS. & NON -PRIMARY BEARAS SHALL PF 3' X 3" W11TH 1,15 REBAR
3. FOOTINGS NOT DESIGNED TO RESIST ENCLOSURE LOADS BUT USED FOR RETAINING & SUPPORT WHERE PAVER IS GREATER
THAN 4" ABOVE ADJACENT GRADE SHALL BE 8" X 4" EMBEDMENT INTO UN DISTURBED SOIL WITH 145 REBAR.
4. ALL FOOTINGS ARE LIMITED TO A HEIGHT OF12" ABOVE UN -DISTURBED SOIL. FOR ELEVATIONS HIGHER SEE RETAINING WALL
DETAILS.
5. FOOTINGS DESIGNED BY POOL ENCLOSURE ENGINEER SUPERSEDED THE CONSERVATIVE DESIGNED PRESCRIBED HEREIN
I OB N FOOTING DETAIL
PROFESSIONAL ENGINEER SEAL
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No 83270
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TH;S ITEM HAS SEEN ELECTRONICALLY 5fGNED
AND SEALED BY SCOTT WALKER PE ON THE
DATE ADJACENT TO THE SEAL USING A SHA256
RSA AUTHENTICATION CODE, PRINTED COPSES
OF THIS DOCUMENT ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SHA256 R sA
AUTHENTICATION CODE MUST BE V£RBFIE£D ON
ANY ELECTRONIC COPI£S.
SCOTT WALKER PE NO 83270
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SHEET NAME
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FOOTING a
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DATE
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1 2
SHEET OF
5
P,00i_ TO FOOTING
LEGEND UP I N I IMUM PIPE SIZING TO COMPLY WITH ANSVAPSP/ICC-15 & 7
PIPE ID OEM I GN I FLOW RATE PIPE DIAMETER PIPE DISCRIPTION
ND, PUMP 17 VAC {GPM) EACH
OVERFLOW SUCTION IS FPS MAX)
FILTER PFT 36 1,5 POOL F&TRAT ION SUCTION TRQN
PEEJET PF18 2-1.5 POOL FILTRATION SUCTION BRAN
ST SPAS UCTION'TRUNK
S5 SPA SUCTION BRANCH
RETURN AST AUXILIARY SUCTION TRUNK
HEATER ASS AUXILIARY SUCTION 8RANCH
BALL -VALVE SHARED SUCTION TRUNK
tiWO-44- DECK DRAIN SsB SHARED SUCTION BRANCH
SHEER VAC SUCTION VACUUM SUCTION
DECENT RETURN SK 30 1.5 SKIMMER SUCTION
ELECTRIC PAT POOL AUXILIARY SUCTION TRUNK
BUBBLER — POOL AUXILIARY SUCTION BRANC
FEATURE
SAT .SPA AUXILIARY SUCTION TRUNK
MULTI -VALVE AIR
SAS i SPA AUXILIARY SUCTION BRANCH
GUARD FEETURN (33FPS MAX)
SKIMMER BOND WIRE Fm 36 1.S TRATION MANIFOLD
AM AUXILIARY MANIFOLD
UNBLOOKABLE DECK JET PRI 36 1.5 POOLTRUNKRETURN
SOFA RITZ POOL RETURN TO SPA
AUTO FILL SR SPA RETURN
SOFA {fit j AUTO LEVEL ri
F2
LOW VOLTAGE F3
D
UNBLOCKABLE TRANSFORMER F4 SOFA LIGHT 51 SPA JETS
SOFA NICHELESS LIGHT Al A2
LOAD CENTER
CL GEN. AUTOMATION A,
A4
NOTES
A5
• HEATER HAS NO PILOT LIGHT
A5
• READILY ACCESSIBLE OINLOFF SWITCH MOUNTED OUTSIDE OF THE
A7
HEATER
OTHER
• NO ELECTRIC RESISTANCE HEATING UNLESS FOR IN -GROUND SPA WITH
AIR I JAIRfILIDWER
TIGHT FITTING COVER WITH, R-6 INSULATION, OR FOR POOL WITH 60%
OF DOCUMENTED POOL HEATING FROM ON,SITE SOLAR OR RECOVERED
SUC130N BRANCH UNESARESKMDUS04GA MWNIUM RDW RXTEOF {FPS OR LISTEDSIZECIF T�E TESTFP
ENERGY.
SOFA FOR Tr INTENMI) PORT CONF9&URATION THATEXCEEM PIE MAXIMUM PUMP ROW RATE. 52fSLIST,
• HEATER EFFICIENCY: GAS/OIL FIRED HEATER EFFICIENCY AT LEAST 78%,
IN TABLEARE THE LARGEROFTHETWI)CONDMONS ,
HEAT PUMP COP AT LEAST 4.0
• POOL FILTER PUMP LISTED IN DATABASE
- SINGLE -SPEED PUMP CONTROLLER CAPABLE OF OPERATING PUMP
• POOL FILTER PUMP WITH TOTAL HORSEPOWER 1.0 OR MORE IS MULTI-
DURING OFF, PEAK ELECTRIC DEMAND.
SPEED
- PIPE BEFORE PUMP HAS AT LEAST 4 DIAMETERS OF STRAIGHT PIPE.
• MULTFSPEED PUMP CONTROLLER PROGRAMMED TO DEFAULT TO THE
- SYSTEM INSTALLED WITH SOLAR, OR SETUP FOR THE FUTURE
FILTRATION FLOW RATE WHEN NO AUXILIARY POOL LOADS ARE
ADDITION OF SOLAR HEATING EQUIPMENT BY INSTALLING 18 INCHES OF
OPERATING WITHIN 24 HOURS AND PROGRAMMED WITH TEMPORARY
HORIZONTAL OR VERTICAL PIPE AFTER THE FILTER AND BEFORE A
OVERRIDE CAPABILITY FOR SERVICING.
HEATER, OR BUILT-IN OR BUILT-UP CONNECTIONS, OR DEDICATED PIPE
• CONTRACTOR TO VERIFY THE DESIGN FLOW FOR FILTER, NOT TO
TO AND FROM THE POOL.
EXCEED MANUFACTURES SPECIFIED MAXIMUM FLOW RATE.
-DIRECTIONAL INLETS FOR MIXING POOL WATER.
REDUCERS IN FRONT OF PUMP. DO NOT
USE REDUCER BUSHINGS.i
18" STRAIGHT PIPE
FOR FUTURE SOLAR
LENGTH 5X
NOMINAL 0 MIN
FILTER MANIFOLD (FM
LL s-1 21 11
fj)� <1 In,
j LLI VDi
EQ1JIPMENT SCHEMA11C
FIR
ca
TMIN
LL
CL
POOL SOFA CONFIGURATION
�'� .. M
1 UNBLOCK48LE 09 MULTIPLE
CONFIGURATM
AMBLE PLOW RATE PER CONF*URAT ON
UNBLOCKABLE OR MUUTIPIE
ONRCURATION1
ABLE FLOW RATE PER CONFIGURATION
UNSLOCKABLE OR MULTIPLE
DbIRGURATION
ABLE FLOW RATE PER CONPIGURATION
ION PUMP MODEL:
)YMNAIMIC SYSTEM HEAD (TDH)
LIM PUMP FLOWRATF
lY PUMP DESIGN DATA
lY PUMP MAKE;
IY PUMP MODEL:
)YMNANK SYSTEM HEAD (TDH)
JM PUMP FLOWRATE
)FA COMPLIANCE CHECK
JM POSSLf FLOW RATE ON POOL SOFA FROM CURVE
ABLE FLOW RATE' POOL SOFA PER CONFIGURATION
CHECK ALLOWABLE , MAXIMUM FLOW RATE
77OMPT"TT CHECK
JM POSIBLE FLOW RATE ON POOL SOFA FROM CURVE
ISLE FLOW RATE ON POOL SOFA PER CONFIGURATION
CHECK ALLOWABLE > MAXIMUM FLOW RATE
MY SOFA COMPLIANCE CHECK
JM POSIBLE FLOW RATE ON POOL BOVA PROM CURVE
ABLE FLOW RATE ON POOL SOFA PER COFIGURATION
CHECK ALLOWABLE> MAXIMUM FLOW RATE
CMP
NOVA
2
MULTIPLE
51N FLOOF
944 -GPM
JANDY
FLOPRO VS 2.7HP
60
113 GPM
ALLOWABLE FLOW RATE (GPM) I
IBM=
VSfHP270DVZA(5) Perforniance Curves
DANDY FLOPRO VS 2.7HP
3450 RPM
9 RT
80
RX)O RPM -S Ic'
70
2750 RPM
V
50 240M 0 RP
40
30
1730 RPM
20
6WRPM
0 10 20 30 40 110 bo lu SO 90 100 110 120 130 140 150 1W
Florae Rate, Gallons Per Minute (GPM)
i'ri"A'ON Plullh,!P CURVE
113 GPM
144 GPM
�U MUAPY �UMIP CURVE
THIS DESIGN IS IN COMPLIANCE WITH;
• ANSI/PHTA/ICQ 15-2021 - AMERICAN NATIONAL STANDARD FOR RESIDENTIAL
SWIMMING POOL AND SPA ENERGY EFFICIENCY WITH ADDENDA A APPROVED
JANUARY 9, 2013
• ANSI/PHTA/ICC 7-2020 - AMERICAN NATIONAL STANDARD FOR SUCTION
ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS; SPAS, HOT
TUBS AND CATCH BASINS
LATER fILTRATtON FLOW RATE(GPM)- U'00L
GA 36 WIVCHVFR o-K-ml
4RY FLOW RATE ON FILTRATION PUMP:
4ED KOW -ATE OFIOA7HR FEATUREH
4 FLOW RATE j!ARew o� p,'rR_ATRN oq AuxIu;
TYPE:
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)GE - 0,375, SAND - 15, DATONIACEGUI EAR-74 - 2)
(ASH VALVE PIPE SIZE:
, PRI OR ININMCNEVU iA9CVII
HEATER
FLOW RATE:
A5f 05 CURSE A
4,497
36
0
36
CARTRIDGE
96.00
21N
FLOPRO VS 2.7HP
69 GPM
HEAT PUMP
DANDY
JRT25GOR
5.8 COP
NONE
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ID RATE iDESCRIPTION
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SCOTT WALKER PE NO 83270
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