715 AMBERJACK LN POOL24-0020 -MATERFILE-POOL-ENGINEERINGD
D D
D
V SK
OFRR R
R
J
J
J J J J
J J J
R
R
VE1
ASF1
BD13' MIN
UNBLOCKABLE
SOFA'S ON DIFFERENT PLANES
LT
POOL ENCLOSUREPRIMARY BEAM SPANFACE OF SUPER-GUTTER,FASCIA, OR
OTHER LOAD CARRYING MEMBER
FOOTINGS THAT ARE DESIGNED TO SUPPORT SCREEN ENCLOSURE PRIMARY LOAD CARRYING
MEMBERS SHALL BE SIZED PER TABLE OR PER ALUMINUM ENGINEERS REQUIREMENT.
FOOTINGS DESIGNED FOR RETAINING ONLY SHALL BE SIZED THE SAME AS NON-PRIMARY LOAD
BEARING FOOTINGS. SEE FOOTING DETAIL FOR ADDITIONAL NOTES AND SIZING.
OPTIONAL SHEER
DECENT WATER FEATURE
8 FT
DEEP
MAX
3 FT
DEEP
9 IN
DEEP
SUNSHELF
BENCH OR LADDER REQUIRED IN DEEP
END FOR POOL DEPTHS THAT EXCEED 5'-0"
WW1
PROVIDE LANDING OUTSIDE DOOR PER FBCR
DECK DRAIN WITH REMOVABLE CAP
PITCHED TO NOT HOLD WATER
POOL WET DECKS SHALL BE
PITCHED 18"- 14" AWAY FROM THE
POOL AND TOWARDS A DRAINAGE
PATH THAT WILL NOT IMPACT
ADJACENT STRUCTURES
ADJUSTABLE EYEBALL RETURNS
REQUIRED FOR PROPER CIRCULATION
BENCH 28"
DEPTH MAX
ASF2
ASF4 < 24" RETAINING WALL
SEE DETAIL
< 12" FOOTING
SEE DETAIL
8' FREESTANDING WALL
SEE DETAIL
SD1
36" GUARDRAIL WHERE DECK IS
EQUAL TO OR GREATER THAN
30" ABOVE ADJACENT GRADE
HANDRAIL REQUIRED
FOR 4 OR MORE RISERS
SEE DETAIL
BASIN STEPS
POOL STEPS SEE
DETAIL & NOTES
FOOTINGS REQUIRED FOR
RETAINING WHERE PAVER DECK
EXCEEDS 6" FROM ADJACENT
GRADE
ACCESS
PATH
HOUSE WALL
IF HOUSE WALL IS USED AS
BARRIER PROVIDE DOOR AND
WINDOW ALARMS PER FBCR
BOND ANY METALLIC ITEMS
WITHIN 5FT OF POOL WATER
SPA
POOL
SUNKEN
PIT
PROVIDE POSITIVE PITCH TO
DAYLIGHT,SUMP TO
DAYLIGHT, OR SUMP WITH
PUMP SEE DESIGN
SN1
SW1
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)___ Ø
MF___ Ø MF___ Ø MF5X NOMINALØ M
INCG
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
___ Ø (___)
POOL LOAD CENTER
INSTALLED PER NEC. FEEDERS
SIZED FOR LOAD, CLEARANCE
30"X36" PER NEC REQUIRED
LOW VOLTAGE TRANSFORMER
LOCATION & CLEARANCE PER
NEC SEE POOL LIGHT NICHE
DETAIL.
PROVIDE CLEARANCES FOR
EQUIPMENT PER FBCM & MANUF. SPEC
BONDING SYSTEM SHALL BE
PROVIDED PER NEC 680. SEE
NOTES for ABBREVIATED
SUMMARYFEATURE RETURN MANIFOLD
FEATURE RETURN BRANCH
FILTRATION EQUIPMENT
AND PIPING SIZED PER
ANSI/APSP/ICC 15A SEE
HYDRAULIC DETAILS
ORGANIZE EQUIPMENT FOR ACCESS TO SERVICE
BACKWASH WASTE EXTENDED TO EXHAUST TO CITY
STORM DRAIN VIA DESIGNED DRAINAGE PATH. PROVIDE
BACKWASH HOSE LONG ENOUGH TO REACH PATH PROVIDE 1-GFCI PROTECTED RECEPTACLE
6FT MIN AND 20FT MAX AWAY FROM POOL
SELF CLOSING, SELF
LATCHING GATE WITH
LATCH ABOVE 54"
48" PERIMETER BARRIER FENCE OR
NATURAL BARRIER TO ENCOMPASS POOL
SCREEN ENCLOSURES CAN MEET
BARRIER REQUIREMENTS
PROVIDING DOOR IS SELF
CLOSING, SELF LATCHING AND
LATCH IS ABOVE 54"
POOL AND SPA WALLS SHALL NOT HAVE
PIPING OTHER THAN THE
PERPENDICULAR PENETRATIONS WITHIN
THE STRUCTURAL WIDTH OF THE SHELL.
SPA WALLS ELEVATED GREATER THAN
2FT ABOVE ADJACENT GRADE REQUIRE
ADDITIONAL REINFORCEMENT SEE
WALL DETAIL
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.
ALL DECKING SHALL BE
NON-SLIP AND NOT PRESENT
A TRIPPING HAZARD
TYPICAL REFERANCE ILLUSTRATION
1/8" = 1'-0"
8AWG CONTINUES
BOND RING
PER NEC 680
AL
AF
R
J
D
D
DSK V
OF
DJ
AF
AL
T
PUMP
FILTER
HEATER
SHEER
DECENT
BUBBLER
MULTI-VALVE
SKIMMER
UNBLOCKABLE
SOFA
SOFA
SOFA
CL GEN.
LOAD CENTER
AUTOMATION
VAC
OVERFLOW
JET
RETURN
BALL-VALVE
DECK DRAIN
SUCTION
RETURN
ELECTRIC
FEATURE
AIR
GUARD
BOND WIRE
DECK JET
AUTO FILL
AUTO LEVEL
LOW VOLTAGE
TRANSFORMER
LEGEND
UNBLOCKABLE
SOFA LIGHT
NICHELESS LIGHT
SHEET
SHEET NAME
THIS DOCUMENT IS PROPERTY OF ENGPLANS, LLC. IT IS NOT TO BE REPRODUCED IN WHOLE OR IN PART. IT IS NOT TO BE USED FOR ANY OTHER PROJECT.(C) COPYRIGHT 2018-PRESENT, ENGPLANS LLC.PROJECT NAMESCOTT WALKER PE NO 83270
CONTRACTORPROFESSIONAL ENGINEER SEAL
PROJECT ADDRESSDESIGNEROF
DATE REV #EngPlans730 123RD AVETREASURE ISLAND, FL 33706727-656-0553WWW. ENGPLANS.COMENG PLANSINTENT/COMPLIANCE/LIMITATIONS
INTENT OF DOCUMENT
THIS DOCUMENT IS INTENDED TO PROVIDE A PRESCRIBED ENGINEERED
DESIGN AND EMPHASIZE APPLICABLE REFERANCE CODES AND STANDARDS
FOR POOLS, SPAS, MECHANICAL EQUIPMENT, ACCESSORY STRUCTURES
AND THEIR ASSOCIATED FOUNDATIONS, WATER FEATURES, FIRE FEATURES,
HARDSCAPES, AND OTHER RELATED AMENITIES.
LIMITATIONS
DESIGNS WITHIN THIS DOCUMENT ARE LIMITED TO RESIDENTIAL POOLS AND
STRUCTURES AS DEFINED WITHIN THE FLORIDA BUILDING CODE. POOLS
SHALL BE LIMITED TO 8 FT IN DEPTH. EXCAVATIONS SHALL BE A DISTANCE
OF 5 FT OR 45 DEGREES, WHICHEVER LESS FROM ADJACENT STRUCTURES
WITHOUT ADDITIONAL SITE SPECIFIC REVIEW FROM THE ENGINEER OF
RECORD. STRUCTURES SHALL BE LOCATED OUTSIDE OF THE COASTAL HIGH
HAZARD FLOOD AREA, LANDWARD OF THE LiMWA LINE, UNLESS APPROVED
BY EOR ON A SUPPLEMENT DOCUMENT. THIS DOCUMENT IS LIMITED TO USE
IN FLORIDA ONLY. ENCROACHMENTS, CLEARANCES, OR SPANS WHICH
EXCEED THE LIMITATIONS OF THE DESIGN PARAMETERS SHALL BE
REVIEWED BY EOR.
ASCE 24 - 14 COLMPLIANCE AND LIMITATIONS
POOLS IN THIS DOCUMENT ARE DESIGNED PER ASCE 24-14 SECTION 9.6.1
FOR POOLS IN FLOOD HAZARD AREAS OTHER THAN COASTAL HIGH HAZARD
AREAS AND COASTAL A ZONES. THE PRESCRIBED INGROUND POOL HAS
BEEN DESIGNED TO WITHSTAND ALL FLOOD-RELATED LOADS AND LOAD
COMBINATIONS. INGROUND VESSELS WITHIN FLOOD HAZARD AREAS SHALL
BE EQUIPMENT WITH A HYDROSTATIC RELIEF VALVE, SEE DETAIL PROVIDED.
MECHANICAL EQUIPMENT WITHIN FLOOD HAZARD AREAS SHALL BE
ELEVATED TO A HEIGHT PRACTICAL AND ANCHORED TO RESIST FLOTATION
OR DISLODGEMENT.
FOR POOLS IN COASTAL HIGH HAZARD AREAS, COASTAL A ZONES,AND
OTHER HIGH RISK FLOOD HAZARD AREAS PER ASCE 24-14 SECTION 9.6.2
SUPPLEMENT DOCUMENTATION AND APPROVAL MUST BE PROVIDED BY
ENGINEER OF RECORD. THE SUPPLEMENT DOCUMENT AND REVIEW WILL
CONSIDER THE INDUCED LOADS AND SCOUR ON THE STRUCTURE DUE TO
WAVE ACTION AND PROVIDE ADDITIONAL CONSTRUCTION LIMITATIONS.
DESIGN DATA SUMMARY
THE DESIGN DATA FOR ALL VESSELS AND STRUCTURES HAVE BEEN
DESIGNED FOR USE IN ALL JURISDICTIONS IN FLORIDA. DESIGN LOADS ARE
AS REFERENCED IN DESIGN DATA UNLESS NOTED OTHERWISE ON SPECIFIC
DETAIL ELEMENTS.
DESIGN DATA
POOLS & MASONRY WALLS:
Vult = 185 MPH
vasd = 144 MPH
EXPOSURE = D
RISK CATEGORY = II
RIGID STRUCTURE
MWFRS CH 29 ANALYSIS
MAXIMUM HEIGHT = 10 FT
SCREEN STRUCTURES
Vult = 160 MPH
Vasd = 124 MPH
MAXIMUM HEIGHT = 30 FT
EXPOSURE = D
HORIZONTAL PRESSURES ON WINDWARD SURFACES = 58 PSF
HORIZONTAL PRESSURES ON LEEWARD SURFACES = 46 PSF
VERTICAL PRESSURES ON SCREEN SURFACES = 16 PSF
VERTICAL PRESSURES ON SOLID SURFACES = 60
SOLID ROOF PATIO COVERS FOR RECREATIONAL OUTDOOR LIVING
STRUCTURES
Vult = 160 MPH
Vasd = 124 MPH
MAXIMUM HEIGHT = 20 FT
EXPOSURE = D
MWFRS CH 29 ANALYSIS
C&C PER CH 30.6
GUARDS / HANDRAILS PER FBCR TABLE R301.5
DISTRIBUTED HORIZONTAL LIVE LOAD = 200 PLF
HORIZONTAL POINT LOAD ON TOPCAP OR 1SF ON INFILL = 50 LBS
RETAINING WALLS
VERTICAL SURCHARGE LOAD LIVE + DEAD NOT TO EXCEED 75 PLF
SOILS
ALLOWABLE BEARING = 2KSF
SUBGRADE MODULUS = 100 KSF
GAMMA DRY = 0.111 KSF
GAMMA SAT = 0.175 KSF
PHI MAX = 35 DEG
CODE AND STANDARD REFERENCES
·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—20 - 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 TB-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 SHOTCRETE
·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/ICC 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 A112.19.8 - 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 E1347 STANDARD TEST METHOD FOR COLOR AND COLOR-DIFFERENCE
MEASUREMENT BY TRISTIMULUS COLORIMETRY
·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
ALARMS
·ASTM F2286—16 - STANDARD DESIGN AND PERFORMANCE SPECIFICATION
FOR REMOVABLE MESH FENCING FOR SWIMMING POOLS, HOT TUBS, AND
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
·CPSC Pub. No. 362 - SAFETY BARRIER GUIDELINES FOR HOME POOLS
·FINA CHG-22 - FINA Handbook 1998—2000
·FLORIDA CODE 64E FLORIDA ADMINISTRATIVE CODE (SEWAGE DISPOSAL)
·FLORIDA STATUTES
·NSF NSF 50—19 - EQUIPMENT FOR POOLS, SPAS, HOT TUBS, AND OTHER
RECREATIONAL WATER FACILITIES
·NSF NSF 60—05 - DRINKING WATER TREATMENT CHEMICALS—HEALTH
EFFECTS
·NSF/ANSI 61—2019 - DRINKING WATER SYSTEM COMPONENTS—HEALTH
EFFECTS
·UL 2017—2008 - STANDARDS FOR GENERAL-PURPOSE SIGNALING DEVICES
AND SYSTEMS— WITH REVISIONS THROUGH MAY 2011
·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 LOADBEARING CONCRETE MASONRY
UNITS
·ASTM C91/C91M—2018 - SPECIFICATION FOR MASONRY CEMENT
·ASTM C94M—2017 - SPECIFICATION FOR READY-MIXED 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
·ASTM C933—2018 - SPECIFICATION FOR WELDED WIRE LATH
·ASTM C946—2018 - STANDARD PRACTICE FOR CONSTRUCTION OF
DRY-STACKED, SURFACE-BONDED WALLS
·AWC ANSI/AWC PWF—2021 -PERMANENT WOOD FOUNDATION DESIGN
SPECIFICATION
·AWPA C1—03 -ALL TIMBER PRODUCTS-PRESERVATIVE TREATMENT BY
PRESSURE PROCESSES
·CSA ANSI/CSA/IGSHPA C448 Series-16-DESIGN AND INSTALLATION OF GROUND
SOURCE HEAT PUMP SYSTEMS FOR COMMERCIAL AND RESIDENTIAL
BUILDINGS
·CSA ASME A112.18.1—2018/CSA B125.1—2018 - PLUMBING SUPPLY FITTINGS
·CSA B64.2—11(R2016) - VACUUM BREAKERS, HOSE CONNECTION TYPE (HCVP)
STANDARD
SPECIFICATIONEXPIRES 12/31/24MASTERFILEDUVAL COUNTY 1/1/24
1 3
8"
6"
6"
STANDARD POOL WALL
#3 REBAR 10" O.C. E.W.
REINFORCEMENT SAME AS PB1 DETAIL
PLASTER
COPING
VARIES
VARIES
SHOTCRETE 4000PSI MIN
SS1 SUNSHELF DETAIL
NTS
NON-SLIP PAVER,STONE,OR PRECAST DECK
SLOPED AWAY FROM POOL 18" TO 14" PER FOOT
COPING SET LEVEL
EDGE SHALL HAVE A 18" RADIUS MIN
OVERHANG WATERLINE TILE 12" MIN
WATERLINE TILE 6" WIDTH MINIMUM. TILE MUST BE
APPROVED FOR USE IN POOLS & SPAS BY
MANUFACTURER AND INSTALLED PER TCNA STANDARDS
FLEXIBLE POLYURETHANE SEALANT TILE TO COPING
12" TO 1 12" LATEX MODIFIED OR POLY-MODIFIED BEDDING MIX
INSTALLED PER MANUFACTURER SPECIFICATION
LATICRETE 9235, RED GUARD, OR OTHER DAMPPROOFING IS
RECOMMENDED UNDER ALL TILE
38" FINE PAVER BASE 3" THICK MIN,
MECHANICALLY COMPACTED
INSITU SOIL BEHIND POOL WALL SHALL
HAVE A MOISTURE INJECTION TREATMENT
TO CONSOLIDATE SOILS AND FILL VOIDS
PRIOR TO THE INSTALLATION OF THE
PAVER BASE MATERIAL
CONTINUES 8 AWG BARE COPPER
BOND RING 4"-6" BELOW SUBGRADE
AND 18"-24" FROM INSIDE POOL WALL
4 UNIFORMLY SPACED 8 AWG STINGERS
ATTACHED TO REINFORCING STEEL.
CONNECTIONS SHALL BE WITH UL APPROVED
BONDING CLAMPS OR SPLIT BOLTS.
2-#3 REBAR CONTINUES IN POOL BEAM
#3 REBAR 10" O.C. E.W.
WITH 15' MIN OVERLAP
#3 REBAR 10 O.C. E.W.
WITH 15' MIN OVERLAP
6" THICK 4000PSI MIN SHOT-CRETE
POOL WALL APPLIED PER ACI 506
6" THICK 4000PSI MIN SHOTCRETE
POOL FLOOR APPLIED PER ACI 506
REBAR CHAIR OR ADOBE TO
PROVIDE 3" CLEAR COVER MIN
SOILS SHALL HAVE A 3000 PSI MIN BEARING
CAPACITY AND INSPECTED BY
RESPONSIBLE PERSON IN CHARGE. SEE
NOTES FOR REQUIRED LIMITATIONS
SURFACE SHALL BE CLEAN OF DEBRIS ACID WASHED AND
SATURATED SURFACE DRY BEFORE APPLYING PLASTER PER
ANSI/APSP/ICC/NPC-12
PROVIDE 1 12" CLEAR COVER TO
INSIDE FACE OF CONCRETE SHELL
ALL SPLICES SHALL BE
OVERLAPPED 15" MIN. STACKED
OR NON-CONTACT SPLICES ARE
PREFERRED. NON CONTACT LAP
SPLICES SHALL BE SPACED 2 12".
8"
8"
6" RADIUS TYPICAL
4.5" 90° HOOK
FLOOR TO WALL PROVIDE A 6" RADIUS BEND
PW1 TYPICAL POOL WALL DETAIL
NTS
8"
6"
STANDARD
POOL WALL
#3 REBAR 10"
O.C. E.W.
REINFORCEMENT
SAME AS PB1 DETAIL
PLASTER
COPING
14" MIN
20" MAX
SHOTCRETE
4000PSI
MIN
BENCH OR OTHER MEANS OF
EGRESS SHALL BE PROVIDED AT
THE DEEP END FOR POOLS DEEPER
THAN 5 FT PER FBC454.2.18. DIMENSIONS
AND LIMITATIONS SHALL BE PER ANSI/APSP/ICC-5 2011.
BENCHED OR OTHER OBSTRUCTIONS SHALL BE PLACED
OUTSIDE OF THE REQUIRED MINIMUM DIVING ENVELOPE.
BD1 BENCH DETAIL
NTS
2-#3 BENT AROUND SKIMMER NOTCH
STANDARD POOL WALL STEEL
PROVIDE 1 12" C.C.
SKIMMER SHALL BE CAST
IN-PLACE WITH SHOTCRETE
OR POST GROUTED WITH
HYDRAULIC CEMENT
15" MIN OVERLAP OF POOL BEAM BARS
15" REBAR EXTENDED BEYOND FORM FOR
SKIMMER VAULT. FOR MISSED STEEL EPOXY
PIN 3" INTO POOL BEAM WITH SIKA
ANCHORFIX-3001 ESR-3608 OR SIMPSON
SET-XP. ESR-2508 ANCHORING ADHESIVE
18" TYP.
SN1 SKIMMER DETAIL
NTS SN2 SKIMMER DETAIL
NTS
18"
4" MIN
1-#3 REBAR CONTINUES
NON-SHRINK
HYDRAULIC CEMENT
COLD JOINT
SKIMMER
SKIMMER TRIM
FLANGE OR TILE
CD2 CONCRETE DECK TO POOL BEAM DETAIL
NTS
STANDARD POOL BEAM
COPING
12" EXPANSION BOARD
BEDDING MIX
4" NOMINAL 3000PSI CONCRETE
WET DECK WITH NON-SLIP FINISH
6" X 6" 10GA X 10 GA WWM 3FT AROUND
POOL MIN CONCRETE DECKS OUTSIDE
THE WET DECK CAN BE FIBER-REMESH
ONLY
8 AWG BOND RING
CD3 CONCRETE DECK TO POOL BEAM DETAIL
NTS
STANDARD POOL BEAM
4" NOMINAL 3000PSI CONCRETE WET
DECK WITH NON-SLIP FINISH
8 AWG BOND RING
SLIP SHEET 60 MILL PLASTIC OR
90LB FELT
FLEXIBLE CAULK
6" X 6" 10GA X 10 GA WWM 3FT AROUND
POOL MIN CONCRETE DECKS OUTSIDE
THE WET DECK CAN BE FIBER-REMESH
ONLY
CD1 CONCRETE DECK TO POOL BEAM DETAIL
NTS
STANDARD POOL BEAM
PAVER OVERLAY
CONCRETE SLAB
12" EXPANSION BOARD
BEDDING MIX
8"
8"
6"
1-#3 REBAR 10"
O.C. WITH 3" HOOK
1 12" C.C.MIN3" C.C.
MIN
3" C.C.
2- #3 REBAR CONTINUES
WITH 15" MIN OVERLAPS
BOTTOM OF COPING
TOP OF POOL BEAM
4 12" LONG 90° HOOK MIN
PB1 TYPICAL POOL BEAM
NTS
WALL / FLOOR PENETRATION DETAIL
NTS
PVC RETURN PIPE
NON-SHRINK HYDRAULIC GROUT
ADJUSTABLE CYCOLAC
EYEBALL INLET FITTING WITH 34"
ORIFICE MIN
STANDARD PVC THREADED FITTING
WALL OR FLOOR CONCRETE SHELL
PLASTER FINISH
DAMP-PROOF AREA PRIOR TO PLASTER
8" MAX
3" MAX
8" MIN ABOVE
TOP OF COPING4" IN MIN
ABOVE
GRADE
TRANS
NICHELESS ILLUMINARY
4'-0" MIN
PVC NICHE
BONDING RING 8 AWG
NICHE BOND WIRE
4" MIN TO LENS IF
APPROVED BY MANUF.
18" MINIMUM OTHERWISE1 12" PVC PIPE AND WALL FITTING
8 AWG BOND TO
TRANSFORMER AND
EQUIPMENT
SEAL WITH BASECRETE SEE
DAMPPROOFING NOTES FOR DETAILS
LOW VOLTAGE
UNDERWATER LUMINARIES
LEAVE BULB WIRE LONG
ENOUGH TO SET ON COPING
FOR SERVICE
LIGHT TRANSFORMER & NICHE DETAIL
NTS
12" MAX
10"
NO ADDITIONAL STEPS
REQUIRED WHEN POOL
DEPTH EXCEEDS 4'-0"
12" MAX
12" MAX
TOP AND BOTTOM
RISERS MAY VARY
IN HEIGHT
ALL INTERMEDIATE RISERS
SHALL BE UNIFORM
240 IN² AREA EACH TREAD MIN
OPTIONAL HANDRAIL
SET SOCKETS IN
6" X 6" X 6"
3000PSI
CONCRETE CUBE
8AWG BARE COPPER BOND
WIRE EACH SOCKET
6"
#3 REBAR 10" O.C. E.W.
STAIR DETAIL
NTS
STAIR DIMENSIONS AND
PARAMETERS SHALL BE PER
ANSI/APSP/ICC-5
7
1
3
1 MAX
MAX
2'-9"
MIN
6" RADIUS MAX
11° MAX
8" MAX
42"
TOP OF WALL
LEDGES/FLOOR SLOPES/SHALLOW WATER DEPTH
ANSI/APSP/ICC-5
WEIR CAN BE FLAT OR
PITCHED EITHER DIRECTION
OPTIONAL SEAT
#3 REBAR 10" O.C. E.W.
8"
132" MAX
STANDARD POOL FLOOR
STANDARD SPA FLOOR
1 12" C.C.1 12" C.C.
6" MAX
SHOTCRETE 4000PSI MIN
POOL SPA48" MAX
WW1 SPA WEIR WALL DETAIL
NTS
POOL FINISH
PLUG
HYDROSTATIC RELIEF VALVE
SUCTION TO PUMPCLEAN WELL
GRADED #57 STONE
UNBLOCKABLE SINGLE DRAIN OR MULTIPLE DRAIN NETWORK MAY BE USED.
ALL SOFA'S SHALL BE IN STRICT COMPLIANCE WITH ANSI/APSP/ICC-16. ALL
INSTALLATIONS SHALL BE IN STRICT ACCORDANCE WITH ANSI/APSP/ICC-7.
CONFIGURATION SHALL BE PER MANUFACTURER SPECIFICATIONS AND
SHALL HAVE A REFERENCED MAX FLOW GREATER THAN THE SPECIFIED
PUMPS MAXIMUM FLOW. ONE HYDROSTATIC RELIEF VALVE HAYWARD
SP1056 OR EQUIVALENT SHALL BE PROVIDED FOR EACH INDEPENDENT
WATER VESSEL. SHOTCRETE SHALL ENCAPSULATE SOFA AND IMMEDIATELY
ADJACENT PVC FITTINGS.
THE DETAILS BELOW ARE TO SHOW INTENT. DRAINS AND ATTACHMENTS
SHALL BE SIZED AND INSTALLED PER MANUFACTURER SPECIFICATIONS
SOFA WITH HYDROSTATIC RELIEF CONFIGURATIONS
NTS
FOR AIR BLOWERS LOCATED MORE THAN 25'
FROM DISCHARGE PROVIDE A HARTFORD
LOOP WITHIN 10' OF DISCHARGE
HARTFORD LOOP DETAIL
NTS
FROM
BLOWER
TO
OUTLET
PVC SIZED
PER DESIGN WATER LEVEL
SHEET
SHEET NAME
THIS DOCUMENT IS PROPERTY OF ENGPLANS, LLC. IT IS NOT TO BE REPRODUCED IN WHOLE OR IN PART. IT IS NOT TO BE USED FOR ANY OTHER PROJECT.(C) COPYRIGHT 2018-PRESENT, ENGPLANS LLC.PROJECT NAMESCOTT WALKER PE NO 83270
CONTRACTORPROFESSIONAL ENGINEER SEAL
PROJECT ADDRESSDESIGNEROF
DATE REV #EngPlans730 123RD AVETREASURE ISLAND, FL 33706727-656-0553WWW. ENGPLANS.COMENG PLANSSTANDARD POOL REINFORCEMENT SHALL BE #3 MAT 10" ON CENTER
EACH WAY UNLESS NOTED OTHERWISE
ACI 318-19, SECTIONS 8.6.1.1 AND 24.4.3.2 ARE THE REFERENCED CODES THAT ALL ENGINEERS MUST FOLLOW TO DESIGN STRUCTURAL
CONCRETE POOL SHELLS. THESE CODES REQUIRE THE RATIO OF DEFORMED SHRINKAGE AND TEMPERATURE REINFORCEMENT AREA TO
GROSS CONCRETE AREA SHALL BE GREATER THAN OR EQUAL TO 0.0018. THE FOLLOWING CALCULATION IS TO SHOW THAT THE MINIMUM
STEEL SPACING FOR #3 REBAR IN A 6 INCH THICK POOL SHELL SHALL BE 10" O.C. E.W. MINIMUM TO MEET THE SERVICEABILITY REQUIREMENTS.
ALL POOL SHELLS REGARDLESS OF DESIGNER SHALL HAVE A REINFORCEMENT MATT OF #3 REBAR SPACED 10" O.C. MAXIMUM. FOR THICKER
CONCRETE OR ELEMENTS WITH LOADS THAT ARE LIMITED BY FLEXURAL FORCES CLOSER SPACING OR LARGER REINFORCEMENT BARS MAY
BE REQUIRED. ALL REINFORCEMENT IN THIS DOCUMENT SHALL BE #3 REBAR MATT 10" O.C. E.W. UNLESS NOTED OTHERWISE.
AREA STEEL PER #3 REBAR = 0.11 IN²
AREA OF STEEL REQUIRED FOR 6" THICK CONCRETE = 6 IN X 12 IN X.0018 = 0.130 IN²
AREA OF STEEL PROVIDED BY 12" O.C. E.W. LAYOUT = 1212(0.11) = 0.11 IN² (NOT ACCEPTABLE)
AREA OF STEEL PROVIDED BY 10" O.C. E.W. LAYOUT = 1210(0.11) = 0.132 IN²
STANDARD
SPECIFICATIONEXPIRES 12/31/24MASTERFILEDUVAL COUNTY 1/1/24
2 3
3H: 1V MAX
_
VARIES, 4" MIN
BELOW
UNDISTURBED SOIL
GRADE
DESIGNED FOR SCREEN ENCLOSURE LOADS
PAVER OR STONE OVERLAY
THIN-SET MORTAR PER MANUF. SPEC. 1" MAX
PAVER BASE CRUSHED CONCRETE
38" & FINES MECHANICALLY
COMPACTED
3" MIN
3000 PSI CONCRETE MIN.
60 GRADE REBAR PER TABLE
MINIMUM RIBBON FOOTING SIZE FOR POOL
ENCLOSURE LOADS Vult = 160 mph
PRIMARY
BEAM SPAN
WIDTH
(W)
HEIGHT
(H)REINFORCEMENT
18' 8" 8"1-#5 OR 2-#3
24' 8" 12"2-#5 OR 4-#3
24'10" 10" 2-#5 OR 4-#3
30' 12" 12"
40'12"16"
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 MAY NEED ADDITIONAL HOLD DOWNS CONSULT ALUMINUM ENGINEER.
2. FOOTINGS SUPPORTING ALUMINUM ENCLOSURE SIDE WALLS & NON-PRIMARY BEAMS SHALL BE 8" X 8" WIITH 1-#5 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 1-#5 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
12' MAX
"H"
"W"
PRIMARY BEAM SPAN
WALL, FASCIA, OR SUPER-GUTTER
MECHANICALLY COMPACTED
1500 PSF MIN SUBGRADE
COMPACTED CLEAN FILL
FOOTINGS SHALL BE STRUCTURALLY
INDEPENDENT OF HOUSE AND OTHER
ADJACENT FOUNDATIONS.,THEREFORE NOT
PINNED TO OTHER FOUNDATIONS.
#8AWG BARE COPPER BOND WIRE WITH
UL APPROVED CLAMP
ANY METALLIC PART IN OR WITHIN 5FT HORIZONTALLY
OR 12FT VERTICALLY OF THE POOL WATER MUST BE
BONDED.
2-#5 OR 4-#3
2-#5 OR 4-#3PRIMARY BEAMSIDE WALL
FOOTING
SIZE FOOTING BY TABLE IF
DESIGNED FOR SCREEN STRUCTURE
TYPICAL POOL ENCLOSURE
SUPER GUTTERHOUSE WALL
HIP
TYPICAL POOL ENCLOSURE ILLUSTRATION
NTS
FD1 RIBBON FOOTING DETAIL
NTS
3' MIN
3' MIN
3' MIN
UNBLOCKABLEUNBLOCKABLE
SUCTION OUTLET FITTING ASSEMBLIES (SOFA)
ANSI/PHTA/ICC 7
SW1 SPA WALL DETAIL
NTS
8"-12"
4'-6" MAX
1-#3 REBAR 10"
O.C. WITH 3" HOOK
-
3" C.C.
2- #3 REBAR
CONTINUES
WATER LEVEL
2 12" PVC PIPE MAX
4" MIN
34" CLEARANCE MIN PIPE TO REBAR
LONGITUDINAL PIPE MUST BE RUN
OUTSIDE OF THE 4" STRUCTURAL
DEPTH OF SHELL
DEE DETAIL FOR PERPENDICULAR
PIPE PENETRATIONS
STANDARD POOL FLOOR
GRADE
2' MAX
SHEET
SHEET NAME
THIS DOCUMENT IS PROPERTY OF ENGPLANS, LLC. IT IS NOT TO BE REPRODUCED IN WHOLE OR IN PART. IT IS NOT TO BE USED FOR ANY OTHER PROJECT.(C) COPYRIGHT 2018-PRESENT, ENGPLANS LLC.PROJECT NAMESCOTT WALKER PE NO 83270
CONTRACTORPROFESSIONAL ENGINEER SEAL
PROJECT ADDRESSDESIGNEROF
DATE REV #EngPlans730 123RD AVETREASURE ISLAND, FL 33706727-656-0553WWW. ENGPLANS.COMENG PLANSGENERAL NOTES
CONTRACTOR RESPONSIBILITIES;
THE CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE TO BUILD THE POOL, SPA, & SYSTEM
WITHIN THE ENGINEERING STANDARDS, CODES, AND ORDINANCE PRESCRIBED HERE IN. IF THE
PROJECT DEVIATES FROM THE PRESCRIBED, CONTACT THE ENGINEER OF RECORD “EOR”. ALL
WORK SHALL BE COMPLETED WITHIN PERFORMANCE STANDARDS AND INSPECTED BY THE
LOCAL AHJ OR AUTHORIZED THIRD PARTY. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS
MEET THE REQUIREMENTS AS REFERANCED OR PRESCRIBED. CONTRACTOR SHALL VERIFY ALL
MATERIALS MEET THE MINIMUM PRESCRIBED SPECIFICATIONS. EMPLOYEES,
SUB-CONTRACTORS, & CONSULTANTS SHALL BE TRAINED, LICENSED, & INSURED AS
APPLICABLE. THE PROJECT SHALL HAVE A RESPONSIBLE PERSON OVERSEEING THE SITE
SAFETY, AND OPERATIONS. EACH PHASE SHALL BE DOCUMENTED WITH PHOTOS INCLUDING
COMMISSIONING, FILED, AND AVAILABLE TO EOR UPON REQUEST. THE SUBMITTAL OF SEALED
ENGINEERING FROM ENGPLANS TO ANY AUTHORITY HAVING JURISDICTIONS SHALL BE A
CONTRACTUAL AGREEMENT TO CONSTRUCT PROJECT PURSUANT TO APPLICABLE CODES,
ORDINANCES, STANDARDS, & PLANS PROVIDED HEREIN.
STANDARD SUMMARY:
THIS SECTION SHALL BE USED FOR REFERENCE BUT DOES NOT INCLUDE ALL CODE RELATED
DESIGN STANDARDS.
GEOTECHNICAL;
·THE EXCAVATION SHALL BE FREE OF DEBRIS AND ORGANICS.
·SOIL COMPRESSIVE STRENGTH SHALL BE EQUAL TO OR GREATER THAN 1500 PSI.
·THE SOILS SHALL HAVE LOW TO MODERATE PLASTICITY WITH PI<28 PER ASTM D4318.
·IT IS RECOMMENDED TO HAVE A GEOTECHNICAL SURVEY OF THE SITE PRIOR TO EXCAVATION.
·POOLS, FOOTINGS OR RETAINING WALLS LOCATED LESS THAN 7'-0” TO A SLOPE EXCEEDING 3:1
SHALL BE REVIEWED AND APPROVED BY LETTER FROM THE EOR.
·EXCAVATIONS LOCATED WITHIN 5'-0” OR 45 DEGREE ANGLE OF REPOSE FROM ADJACENT
STRUCTURE SHALL BE REVIEWED BY EOR.
·EXCAVATIONS SHALL BE DEWATERED AS NECESSARY TO PREVENT COLLAPSE. EFFLUENT
SHALL BE FILTERED THROUGH A SOCK OR MEDIA THAT WILL RETAIN SOILS FROM ENTERING
THE STORM DRAIN SYSTEM.
·EXCAVATIONS, EARTHWORK, AND DEWATERING SHALL NOT AFFECT ADJACENT PROPERTIES.
·OVER EXCAVATED SHELLS SHALL BE FILLED WITH SHOTCRETE NOT FILL MATERIAL.
·SOILS BELOW DECKING SHALL BE MECHANICALLY COMPACTED.
·DISTURBED SOILS INTENDED TO BE COVERED WITH A SOLID ROOF SYSTEM SHALL BE TERMITE
TREATED.
STRUCTURAL;
SHOTCRETE- PNEUMATICALLY APPLIED CONCRETE PER ACI 506.2:
·4000 PSI 28 DAY COMPRESSIVE STRENGTH MIN.
·WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50 PER ACI 318.
·CUTTINGS AND REBOUND SHALL NOT BE INCORPORATED IN WORK PER ACI 506.2.
·NOZZLE OPERATOR SHALL BE CERTIFIED AND SHALL APPLY PER ASC309R.
·CONCRETE SHALL BE CURED PER ACI 308R FOR 7 DAYS AFTER INITIAL SET.
·SHOTCRETE SHALL BE SHOT WITHIN A TEMPERATURE RANGE OF 40°F-95°F.
·TEST PANELS OR CYLINDERS SHALL BE PROVIDED IF REQUIRED BY AHJ CONCRETE CAST
IN-PLACE.
CONCRETE CAST IN PLACE (POURED):
·SHALL BE 3000 PSI 28 DAY COMPRESSIVE STRENGTH MIN UNLESS NOTED OTHERWISE.
·WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50.
·CONCRETE SLABS SHALL HAVE EXPANSION JOINTS TOOLED IN OR CUT (25% OF SLAB
THICKNESS) WITHIN 24HRS OF PLACEMENT, SPACED PER ACI 224R (11.5' O.C. FOR 4” SLABS).
·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.
·½” EXPANSION SHOULD BE PLACED WHERE DECKS MEET THE POOL SHELL AND ADJACENT
STRUCTURES U.N.O.
·DECKS SHALL DRAIN AWAY FROM THE POOL 18" TO ¼” PER FOOT.
DAMPPROOFING, TILE, & PLASTER;
·PENETRATIONS SUCH AS NICHE, SKIMMER, & RETURNS SHALL BE CHIPPED BACK AND SEALED
WITH A WATERSTOP AND SEALED WITH BASECRETE OR EQUIVALENT ACRYLIC EMULSION.
·IT IS RECOMMENDED TO USE A COLLOIDAL SILICATE SPRAY OVER HARDENED POOL SHELL.
·IT IS HIGHLY RECOMMENDED TO USE AN ELASTOMERIC COAT LATICRETE 9235 OR EQUIV.
FOLLOWED BY A MODIFIED CEMENTITIOUS COAT UNDER TILED SURFACES AND ELEVATED
POOL WALLS. TILE AND GROUT SHOULD BE APPROVED FOR USE IN POOLS BY MANUF.
·TILE INSTALLATION SHALL BE PER THE TILE COUNCIL OF NORTH AMERICA.
·THE SEAM BETWEEN THE COPING AND WATERLINE TILE SHALL BE SEALD WITH A FLEXIBLE
ACRYLIC POLYMER SEALANT.
·POOL SHELL SHALL BE CLEAN AND SURFACE SATURATED DRY PRIOR TO PLASTERING.
·PLASTER SHALL BE INSTALLED 3/8” TO ¾” THICKNESS.
·DO NOT ADD SALT FOR 30 DAYS AFTER PLASTER.
REINFORCING STEEL;
·ALL REBAR SHALL BE 60KSI STAMPED PER ASTM A615 3-S-60 U.N.O.
·LAP SPLICES SHALL BE NON-CONTACT SPLICES WITH BARS SEPARATED 6db OR 2.5”
WHICHEVER IS GREATER.
·CONTACT LAP SPICES SHALL BE STACKED TO REDUCE SHADOWING.
·WELDED WIRE MESH (WWM) 6X6XW1.4XW1.4 SHALL BE USED U.N.O.
·STEEL REBAR SHALL BE PLAIN AND NOT EPOXY COATED.
·POOLS, DECKS, & RETAINING WALLS SHALL BE STRUCTURALLY INDEPENDENT OF THE HOUSE
OR STRUCTURE. REBAR SHALL NOT BE PINNED TO HOUSE U.N.O.
·REBAR SHALL BE SECURED WITH CLIPS, TIES, CHAIRS, AND ADOBE TO MAINTAIN THE
REQUIRED CLEAR COVER DISTANCES PER ACI 318 DURING THE SHOOTING PROCESS.
·THE POOL SHELL SHALL HAVE A CLEAR COVER DISTANCE OF 3” CAST AGAINST EARTH AND 1 ½”
OTHERWISE.
·BARS SHALL BE PLACED WITH A TOLERANCE OF 3/8”.
HYDRAULICS;
·PROOF OF COMPLIANCE WITH ANSI/PHTA/ICC - 7 SUCTION ENTRAPMENT AVOIDANCE SHALL BE
PROVIDED TO OWNER AND AHJ. THE MAXIMUM SYSTEM FLOW CAPACITY SHALL BE TESTED BY
CONTRACTOR DURING COMMISSIONING TO VERIFY COMPLIANCE. .
·SUCTION FITTING OUTLET ASSEMBLY (SOFA) SHALL BE TESTED AND COMPLIANT PER
ANSI/PHTA/ICC - 16.
·SYSTEM SHALL BE SIZED SO WATER VELOCITY IN PIPES DOES NOT EXCEED 6 FPS SUCTION & 8
FPS RETURN.
·FILTERS SHALL BE SIZED BY DIVIDING THE MAXIMUM PUMP FLOW BY THE FILTER FACTOR;
·· CARTRIDGE = 0.375
··SAND = 15
··D.E. = 2
·PROOF OF COMPLIANCE WITH ANSI/PHTA/ICC -15 RESIDENTIAL SWIMMING POOL & SPA ENERGY
CODE SHALL BE PROVIDED TO OWNER & AHJ.
·HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED AS PRESCRIBED PER FBC4501.21.4.
·18” OF STRAIGHT PIPE SHALL BE PROVIDED BETWEEN PUMP AND HEATER FOR FUTURE SOLAR,
THERE MUST BE A SECTION OF STRAIGHT PIPE BEFORE PUMP GREATER THAN OR EQUAL TO 4
PIPE DIAMETERS.
·EQUIPMENT, PIPING, & SYSTEM PERFORMANCE SHALL BE IN COMPLIANCE WITH THE ABOVE
STATED AS A MINIMUM. MORE EFFICIENT EQUIPMENT AND LARGER PIPE SIZES PROVIDE
OPTIMUM SYSTEM PERFORMANCE.
·SKIMMER EQUALIZER LINES ARE PROHIBITED
·POOLS WITH A WEIR EXHAUSTING TO A COLLECTOR TANK SHALL BE INDIVIDUALLY DESIGNED &
APPROVED BY EOR.
·SANITIZING AND FILTRATION EQUIPMENT SHALL BE SIZED BY CONTRACTOR TO MEET
ANSI/PHTA/ICC - 11 REQUIREMENTS.
·ALL POOL PIPE SHALL BE ASTM D1785 SCH 40 OR 80.
·ALL FITTINGS SHALL BE ASTM D2455 SCH 40 OR 80 TO MATCH PIPE.
·SCHEDULE 40 PIPE SHALL NEVER BE TAPPED.
·FLEX PVC PIPE IS NOT PERMITTED.
·ALL POOL PIPES SHALL BE PRESSURE TESTED AT A MINIMUM OF 35PSI FOR 15 MIN PER
R4501.12.
·PIPES MAY NOT BE INSTALLED IN THE STRUCTURAL WIDTH OF WALLS OR FLOORS U.N.O.
·MAXIMUM PUMP FLOW SHALL NOT EXCEED EQUIPMENT MAXIMUMS SUCH AS FILTERS,
HEATERS & CHLORINATORS.
·AUTO FILL DEVICES SHALL BE INDEPENDENT OF POTABLE WATER BY USE OF An AIR GAP OR
RATED RPZ DEVICE.
·BACKWASH WASTEWATER PER R4501.10 SHALL BE DIRECTED TOWARDS STORM DRAINS OVER
EXISTING DRAINAGE PATHS AS TO NOT IMPACT ADJACENT PROPERTIES.
·ONE SKIMMER PER 800 SF OF SURFACE AREA SHALL BE PROVIDED.
ELECTRICAL;
·SHALL COMPLY WITH NFPA 70-20.
·ASCE 24-14 SECTION 9.6 AND CHAPTER 7 AS APPLICABLE
·ASCE 24-14 SECTION 7.2.5 FOR INSTALLATIONS BELOW DFE
·BONDING PER ARTICLE 680
·EQUIPOTENTIAL BONDING OF PERIMETER SURFACE WITH AN 8 AWG BARE SOLID COPPER
FOLLOWING THE CONTOUR OF THE PERIMETER SURFACE, LOCATED BETWEEN 18” AND 24”
FROM THE INSIDE WALLS OF THE POOL AT A DEPTH OF 4” -6” UNDER THE DECK SUBGRADE.
·CONCRETE DECKS THAT EXTEND 3' MIN FROM POOL WATER AND ARE REINFORCED WITH A
MINIMUM OF #3 REBAR 12” O.C. E.W. MAY BE USED INLEAU OF A BONDING RING.
·THE BOND RING SHALL BE ATTACHED TO THE POOL SHELL STEEL REINFORCEMENT WITH 4
UNIFORMLY SPACED 8 AWG BARE SOLID COPPER WIRE WITH UL APPROVED CONNECTORS.
·ANY METALLIC PART IN OR WITHIN 5FT HORIZONTALLY OR 12FT VERTICALLY OF THE POOL
WATER MUST BE BONDED.
LINE VOLTAGE & CLEARANCE
·PROVIDE A SPACE 30” WIDE AND 36” DEEP FROM ANY ELECTRICAL DISTRIBUTION PANEL PER
110.26
·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
OTHER ELECTRICAL EQUIPMENT PER NEC 110.26
·NEMA 3R ENCLOSURES SHALL BE USED OUTSIDE
·LOW VOLTAGE SHALL NOT BE IN THE SAME CONDUIT AS LINE VOLTAGE CONDUCTORS
·OVERHEAD CONDUCTOR CLEARANCES SHALL BE PROVIDED PER NEC TABLE 680.9
·A DISCONNECTING MEANS FOR EQUIPMENT SHALL BE READILY AVAILABLE WITHIN EYE SIGHT
OF EQUIPMENT AND MORE THEN 5FT FROM POOL.
·RECEPTACLES SHALL BE GFCI PROTECTED AND NOT BE LOCATED LESS THAN 6FT FROM POOL.
·ONE GFCI RECEPTACLE MUST BE LOCATED 6FT-20FT HORIZONTALLY FROM POOL.
·LIGHTS AND FANS SHALL NOT BE WITHIN 12' VERTICALLY OR 5' HORIZONTALLY.
·UNDERWATER LIGHTING JUNCTION BOX OR TRANSFORMER SHALL BE A MINIMUM OF 4FT AWAY
FROM POOL AND 4IN ABOVE GROUND OR 8IN ABOVE MAX WATER LEVEL WHICHEVER PROVIDES
GREATER ELEVATION.
·POOL SUB-PANEL SHALL BE SIZED FOR THE INTENDED LOAD
·6-13 LUMENS/SF OF UNDERWATER LIGHT IS RECOMMENDED
·LUMINARIES SHALL HAVE ENOUGH SERVICE CORD TO BE REMOVED FROM NICHE AND PLACED
ON DECK FOR SERVICE.
·UNDERWATER LUMINARIES SHALL BE SUBMERGED 18” UNLESS RATED BY MANUF. BUT NOT
LESS THAN 40.
·UNDERWATER LIGHT NICHE SHALL BE BONDED.
·LISTED LOW VOLTAGE LANDSCAPE LIGHTS SHALL HAVE MINIMUM CLEARANCE FROM WATERS
EDGE OF 5 FT.
·IT IS RECOMMENDED TO HAVE 3 FOOT-CANDLES OF ILLUMINATION AT THE POOL WATER
SURFACE AND WET DECK.
SAFETY BARRIERS;
·OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH
R4501.17.1.1 THROUGH R4501.17.1.14.
·TOP OF THE BARRIER SHALL BE 48 INCHES ABOVE GRADE MEASURED ON THE SIDE THAT
FACES AWAY FROM THE SWINGING POOL.
·THE MAX VERTICAL CLEARANCE BETWEEN THE BOTTOM OF THE BARRIER AND THE TOP OF THE
GROUND SHALL BE 2 INCHES.
·THE BARRIER SHALL HAVE OPENINGS THAT REJECT PASSAGE OF A 4 INCH SPHERE.
·MAXIMUM MESH OF A CHAIN LINK FENCE SHALL BE 2 14".
·ACCESS GATES SHALL BE SELF-CLOSING AND SELF-LATCHING WITH THE RELEASE DEVICE
LOCATED ABOVE 54" FROM THE BOTTOM OF THE GATE.
·DWELLINGS THAT SERVE AS BARRIERS SHALL HAVE ALARMS OR BARRIERS PER FBC
R4501.17.1.9.
·SCREEN ENCLOSURES WHICH ACT AS BARRIERS SHALL HAVE SELF-CLOSING & SELF-LATCHING
DOORS WITH A LATCH LOCATED ABOVE 54". ANIMAL ACCESS DOORS ARE NOT PERMITTED.
·MESH SAFETY BARRIER SHALL MEET THE REQUIREMENTS OF FBC4501.17.1.15.
·FINAL ELECTRICAL AND BARRIER INSPECTIONS MUST BE APPROVED PRIOR TO FILLING WITH
WATER.
CHEMICAL STORAGE
·WARNING: IN-PROPER STORAGE OF POOL CHEMICALS CAN CAUSE FIRES, BODY INJURY, AND
DEATH.
·CHEMICALS SHALL BE STORED PER NFPA-400 (FREE STANDARD AVAILABLE AT
WWW.NFPA.ORG).
STANDARD
SPECIFICATIONEXPIRES 12/31/24MASTERFILEDUVAL COUNTY 1/1/24
3 3