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6598 BAR S BAR TRAIL
ZEPHYRHILLS, FLORIDA 33541
PASCO COUNTY
INDEX OF DRAWINGS
SHEET #
SHEET NAME
SHEET PE-1
COVER SHEET
SHEET PE-2
NOTES & SPECIFICATIONS
SHEET PE-3
POOL SITE PLAN
SHEET PE-4
GRAVITY RECIRCULATION PIPING SCHEMATIC
SHEET PE-5
PRESSURE RECIRCULATION PIPING SCHEMATIC
SHEET PE-6
FEATURE PLUMBING PLAN
SHEET PE-7
POOL LAYOUT PLAN
SHEET PE-8
ZERO -ENTRY DETAILS
SHEET PE-9
POOL DETAILS
SHEET PE-1 O
POOL SECTIONS & DETAILS
SHEET PE-1 1
POOL EQUIPMENT DETAILS
SHEET PE-1 2
POOL BONDING PLAN
THE POOL, DECK AND EQUIPMENT SHOWN ARE DESIGNED TO
MEET THE REQUIREMENTS OF THE FOLLOWING APPLICABLE CODES:
DEPARTMENT OF HEALTH (DOH) 64E-9 FLORIDA ADMINISTRATIVE
CODE
FLORIDA STATUTES, CHAPTER 514
FLORIDA BUILDING CODE, SEVENTH EDITION (2020)
FLORIDA PLUMBING CODE, 2020
NATIONAL ELECTRIC CODE (NEC) 2017
NATION FIRE PROTECTION ASSOCIATION 2018 (NFPA) 70
(Update)
NATION FIRE PROTECTION ASSOCIATION 2018 (NFPA) 101
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ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
ORDINANCES
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REV. I DESCRIPTION I DATE
PERMIT SET 1 12-10-2021
DRAWN CHECKED
ZJO RMT
DATE SCALE
1 2-17-2021
SHEET 'I OF 12
PE-1
General Notes
1. Structure suitable when empty for ground water not higher than 6" above main drain.
2. Permanent Tile depth markers, minimum 4" high with contrasting color, slip resistant flush on
deck or top of beam not more than 2 feet from water edge and inside back of gutter (glaze
minimum 4" high.
3. Permanent Red International NO DIVE Tiles, non -slip flush minimum 4" high, on top of the
deck not more than 2 feet from water edge every 25 feet of perimeter maximum see detail.
4. All equipment shall have NSF, UL, or appropriate approval.
5. All electrical, grounding, wiring & bonding to comply with Florida building code
FBC 2020, 7th Edition, Chapter 27, NEC 2017, Section 680 and 680.26(C).
No overhead power within 10 feet.
Electrician must certify compliance to engineer. NEC 680.26(C) requires that all parts
specified in 680.26(B) shall be connected to an equipotential bonding grid with solid copper
conductor, insulated, covered. or bare, not smaller than 8 AING or rigid metal conduit of brass
or other identified corrosion -resistant metal conduit. Connection shall be made by exothermic
welding or by listed pressure connectors suitable for the purpose and are of stainless steel,
brass, copper, or copper alloy.
6. Pool make-up water is from an approved source with air gap.
7. No direct connections between water and sanitary systems, minimum 3" gap.
8. Vacuum breakers on all hose bibs in pool area.
9. Minimum 7'vertical clearance above deck and pool water
10. No food or drink services to be within 12 feet of inner edge pool deck.
11. Walkways between pool and sanitary facilities shall be impervious, slip resistant for the first
15 feet from pool water edge.
12. If night swimming is allowed, overhead lighting shall provide at least 3 foot candles of
illuminations at the water and wet deck level.
13. Overhead illumination of 30 foot candles at floor level in equipment room.
14. Owner to provide storage of chemicals under roof, protected from access by unauthorized
persons.
15. Owner to provide traffic barriers at deck if needed.
16. Main drain(s) to meet ANSI/APSP 16 NSF50, 64E-9 and comply with Virginia
Graeme Baker Act.
17. Feeders to be interlocked with recirculation pump.
18. Pipe: PVC schedule 40 NSFpw
19. Gauges: 2" minimum; 0-60 psi.
20. Test Kit: Taylor 2006 or Equal; Taylor K-1766 Sodium Chloride Testking Kit
where applicable
21. All electric and ground to meet NEC or local code.
22. The equipment area or collector tank or chemical containers shall not be accessible to
unauthorized individuals.
23. Install new equipment and plumbing per manufacturers instructions.
24. Plastic pipe subject to a period of prolonged sunlight exposure must be coated to protect it
from ultraviolet light degradation
25. ALL EQUIPMENT MUST BE LABELED AND EASILY READ, THIS INCLUDES THE
FLOWMETER.
26. All equipment (pumps, motors, pressure gauges, valves, auto and manual fills, piping, filters,
flow indicators and flow meters ) must be operating properly before calling this
office and/or the Health Department for inspection.
27. Lighting certification is not part of this submittal. Contact a Lighting or Electrical engineer for
certification.
28. Direct access to equipment is required.
29. The equipment enclosure, area or room floor shall be of concrete or other nonabsorbent
material having a smooth slip -resistant finish and shall have positive drainage, including a
sump pump if necessary.
30. Equipment rooms shall either forced draft or cross ventilation.
31. Pool and Bathhouse electrical outlets to be GFCI with trip points 6mA or less with cover.
32. Pool chemicals to be stored away from other materials in a cool, dry , ventilated area with
restricted access.
33. Only NSF-60 approved chemicals shall be provided
34. Pool to have Shepherd's Hook, Straight Pole, Ring Buoy for safety equipment.
35. The deck must not have pits and crevices more than 3" deep.
16
36. A flow meter shall be provided with properly located and proper clearances upstream and
down stream.
37. A gate to the equipment area must be provide within 10' of the equipment area.
38. The equipment room area must provide clearances for all equipment as prescribed by the
manufacturer to allow normal maintenance and removal.
39. All equipment meets NSF/ANSI Standards 50-2007.
40, Recirculation pump must have a hair and lint strainer.
41. All exposed PVC piping will be painted for UV protection.
42. The plans meet FBC 2020, 7th Edition, Section 454.1.
43. The plans meet 2017 National Electric Code
44. All depth markers are to indicate actual depths within 3".
45. Horizontal tile used in less than 5' (1524 mm) of water must be slip resistant.
Fence
Florida Building Code requires that all public pools shall be surrounded by a minimum 48" high
fence. The fence shall be continuous around the perimeter of the pool area that is not otherwise
blocked or obstructed by adjacent buildings or structures and shall adjoin with itself or abut to the
adjacent members. Access through the barrier other than from doored exits of adjacent
building(s) shall be through self -closing, self -latching, lockable gates of 48" minimum height with
the latch located a minimum of 54" from the bottom of the gate or at least 3" below the top of the
gate on pool side. Gates shall open outward away from the pool area.
Pool Information
Area: 5,455 Square Feet
Perimeter: 547 Linear Feet
Capacity: 134,300 Gallons
Design Flow Rate: 515 GPM
Turnover: 4.3 Hours
Unit Count: 715 Non -Transient
Max. Depth: 5-0"
Min. Depth: 0'-0" (Zero -Entry)
Bather Load: 103 Persons
Vacuum System: Recreonics portable vacuum pump with filter.
Valves: Proportional flow, ball globe, or butterfly for return line, main drain, gutter and
heater by-pass or approved equal, otherwise gate.Feeders to be wired with failure proof
interlock with the recirculation pump.
Pipe: PVC Schedule 40 NSFpw
Level (Static) Line Grate: S P 10 19
Gutter: Pentair 2.5" x 6"
Main Drain: [2] 12"xl 2" VGB Compliant
Anchors: Hayward SP 1392
[1 ] 18"xl 8" VGB Compliant
Transformers: Area Lighting LG-300/12 Volt
Inlets: Hayward SP 1425
Leaf Skimmer: Lion 10 10
Escutcheons: Frost 41661
Vacuum Head: Rainbow 214
Lights: Pentair 5G Intellibrite, RGB Color
Brush: A&B 3004
Changing
Vacuum Hose: Plastiflex
NEC 2017, Section 680.26
Shell: Concrete, 4,000 P.S.I., 28 Day,
Florida Building Code 2017 Chapter 27
Rigid Construction #4 Rebar
Life Ring: (2) 24" W/ 30'Throw Line, Jim Buoy
12" O.C.E.W.
Hook: (2) Rainbow 153
Steel: ASTM GR40, A615
Test Kit: Taylor K-2006, Taylor K-1 766 Sodium
Poles: (3) Jed, 16'Straight
Chloride
Heater: None
Testing Kit Where Applicable
ADA Lift: This pool is for the sole use of private
Ladder: SR Smith Custom
residents and their guests and will not be
See detail sheet
open for general public use - therefore this
Tread: 6" Maximum from wall, 3" Minimum
pool is exempt from ADA requirements.
from wall.
Finish: Floors and walls shall be white or
Crossed braced stainless steel, slip -resistant
pastel in color and shall have the
treads, 28"
characteristics of reflecting rather than
minimum above deck. Must have caps or
absorbing light. The finish coating shall have
bumpers that rest firmly against pool wall.
a dry ug"Iness level 1%,,IL: L UlUt=:) UI OV.V UI
greater and a wet luminous reflectance
value of (CIE Y) value of 50.0 or greater, as
determined by the test results provided by
the manufacturer, utilizing testing
methodology from American Standard ASTM
D4086,
ASTM El 477, ASTM El 347.
Eauioment Substitutions
Post Pool Rule S
NO FOOD OR BEVERAGES IN THE POOL OR ON POOL WET
DECK. COMMERCIALLY BOTTLED WATER IS ALLOWED ON
THE POOL WET DECK FOR POOL PATRON HYDRATION.
NO GLASS OR ANIMALS IN THE FENCED POOL AREA OR 50
FEET FROM UNFENCED POOL.
BATHING LOAD 103 PERSONS.
POOL HOURS: DAWN TO DUSK.
SHOWER BEFORE ENTERING.
DO NOT SWALLOW THE POOL WATER IT IS RECIRCULATED.
DO NOT PLACE FURNITURE IN THE POOL. -90
POOL MAXIMUM DEPTH: 5 FEET
NO DIVING -as
WARNING: DROP OFF AT
SUN -SHELF IS 4 FEET DEEP
0
PUMPS TO BE INTERLOCKED WITH CHEMICAL FEEDERS. SYSTEM WILL SHUT DOWN AND
AUDIBLE ALARM WILL SOUND IF THE CHEMICAL FEED PUMPS ARE NOT IN OPERATION OR
PROPER CHEMICAL TREATMENT IS MAINTAINED.
SUBSTITUTIONS: ALL PRODUCTS SHALL
BE PROVIDED (AS SPECIFIED HEREIN) BY THE CONTRACTOR WITHOUT
EXCEPTION.
a. HOWEVER, IF A POSSIBLE SUBSTITUTION MIGHT RESULT IN A
SUBSTANTIAL COSTS SAVINGS FOR THE OWNER / CLIENT AND IT IS
DETERMINED BY GARDNER COLLINS ENGINEERING THAT THE PRODUCT SUBSTITUTION IS
ACCEPTABLE AND SUBSTANTIALLY EQUAL TO THE SPECIFIED
PRODUCT, A WRITTEN APPROVAL OF THE SUBSTITUTION WILL BE
ISSUED BY GARDNER COLLINS. THE CONTRACTOR SHALL NOT
PROCEED WITH THE POSSIBLE SUBSTITUTION UNLESS THE WRITTEN
APPROVAL IS PROVIDED BY GARDNER COLLINS. ALL SUBSTITUTION REQUESTS
SHALL BE MADE IN WRITING AND APPROVED PRIOR TO BID BY THE
CONTRACTOR AND SHALL INCLUDE THE FOLLOWING INFORMATION:
L NAME AND ADDRESS OF PROJECT
NAME OF CONTRACTOR
iii. NAME AND DESCRIPTION OF THE ORIGINAL SPECIFIED
EQUIPMENT OR MATERIAL
iv. THE SPECIFIC AMOUNT OF COSTS SAVINGS TO BE RETURNED
TO THE OWNER IF THE SUBSTITUTION IS APPROVED BY GARDNER COLLINS
(NOTE: WITHOUT A SUBSTANTIAL COSTS SAVINGS TO THE
OWNER, GARDNER COLLINS WILL MOST LIKELY DECLINE TO APPROVE ANY
SUBSTITUTION REQUEST).
vi. FOR THE NEW PRODUCT: A COMPLETE MANUFACTURERS'CUT
SHEET, DESCRIPTIVE BROCHURE AND OR MANUFACTURERS' INSTALLATION INSTRUCTIONS,
Vii. ALL THE ABOVE INFORMATION SHALL BE PROVIDED IN
ELECTRONIC FORMAT (PDF OR SIMILAR) TO GARDNER COLLINS
b. THE USE OR INSTALLATION OF UNAUTHORIZED EQUIPMENT OR
MATERIAL(S) SUBSTITUTIONS (THOSE NOT AUTHORIZED IN WRITING
BY GARDNER COLLINS), ALTERNATE, INADEQUATE, SUB -STANDARD WORKMANSHIP,
OMISSIONS, DEVIATIONS, IMPLEMENTATION OF UNAUTHORIZED
DETAILS AND/OR UNAUTHORIZED DIMENSIONS SHALL TOTALLY
RELIEVE GARDNER COLLINS FROM ALL LIABILITY AND RESPONSIBILITY FOR THE
SAFETY OR PERFORMANCE OF THE PROJECT DESCRIBED HEREIN.
*NOTES:
1) NO NIGHT SWIMMING ALLOWED PRIOR TO
PROVIDING THE DOH WITH AN ENGINEER'S
APPROVED DECK ILLUMINATION DESIGN AND
PHOTOMETRIC CALCULATIONS STUDY AND
RECEIVING APPROVAL FROM THE DOH FOR NIGHT
SWIMMING.
2) OWNERSHIP MAY ADD ADDITIONAL RULES TO
SIGN.
3) POOL RULES LETTERS TO BE I " HIGH MIN.
EXCEPT "NO DIVING", "WARNING: DROP OFF AT
SUN -SHELF IS X FEET DEEP" AND "POOL MAXIMUM
DEPTH: X FEET" SHALL BE 4" HIGH MIN.
4) MAX. POOL DEPTH TO BE 2" LETTERING.
I" HIGH LETTERS MIN. [TYP.1
2" HIGH LETTERS MIN.
4" HIGH LETTERS MIN.
0
RESTROOM LOCATOR SIGN_
REST ROOMS
=0*
PROVIDED BY OWNERSHIP
Restrooms
Outside access to facilities shall be provided for bathers at outdoor pools and if they are not
visible from any portion of the pool deck, signs shall be posted showing directions to the
facilities. These directions shall be legible from any portion of the pool deck and the letters
shall be a minimum of one inch high. Walkways shall be provided between the pool and the
sanitary facilities, and shall be constructed of concrete or other nonabsorbant material
having a smooth slip resistant finish for the first 15 feet of the walkway measured from the
nearest pool water's edge.
Floors: smooth, non -slip, impervious, pitched to floor drains, cove wall to floor, no carpet,
duckboard or footbaths. Provide permanent towel, tissue, soap dispensers and waste
baskets. Label doors. Install hose bib w/ vacuum breaker, either in resorts or outside nearby
Water shall be from an approved potable source with air break. Diaper changing tables shall
be provided at facilities that cater to families with small children.
NOTE: Restrooms are located within 200 FT walking distance of pool
waters edge.
RESTROOM FACILITIES:
• ARE WITHIN 200 FEET WALKING DISTANCE FROM THE WATERS EDGE.
• SHALL BE AT LEAST AS INDICATED ON THE FOLLOWING TABLE:
TOTAL AREA
IN SQ. FT.
MEN'S RESTROOM
URINAL W/C LAVATORY
WOMEN'S RESTROOM
W/C LAVATORY
0-2,500
1
1
1
1
1
2,501 - 5,000
2
1
1
5
1
5,001 - 7,500
2
2
2
6
2
17,501 -10,000,
3
1 3
1 3
1 9
1 3 1
OCCUPANT LOAD CALCULATIONS
IN ACCORDANCE WITH NFPA 101, 2018 EDITION
(FROM TABLE 7.3.1.2 )
SWIMMING POOL WATER SURFACE:
SWIMMING POOL DECK AREA:
SWIMMING POOL OCCUPANT LOAD
TOTAL OCCUPANT LOAD:
5,455 / 50 = 109.1
+ 6,707 / 30 = 223.5
332.6
MINIMUM REQUIRED EGRESSES PER SECTION 7.4.1: 1 - 500 2
PANIC HARDWARE REQUIRED WHEN OCCUPANCY LOAD 501-1000 3
IS GREATER THAN 100 .> 1001 4
332
2
MINIMUM BATHER LOAD & FLOW RATE CALCULATIONS
IN ACCORDANCE WITH 2020 FLORIDA BUILDING CODE, SEVENTH EDITION
(FROM SECTION 454. 1. 1.1 )
UNIT COUNT: 715 NON -TRANSIENT UNITS
715 LIVING UNITS 17 = 103 MINIMUM REQUIRED BATHER LOAD
103 REQUIRED BATHERS X 5 GALLONS PER MINUTE PER BATHER = 515 MIN. REQD FLOW I
POOL ILLUMINATION REQUIREMENT
(incandescent equivalent or 10 Lumens:
5,455 SF X 0.5 2,727.5 SF
2,727.5 SF/300 6.78 MIN. # OF U/W LIGHTS REQ'D = 9
TOTAL NUMBER OF LIGHTS PROVIDED = 11
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REV. I DESCRIPTION I DATE I
DRAWN
Z-10
DATE
12-17-2021
PERMIT SET 1 12-10-2021
CHECKED
RIVIT
SCALE
SHEET 2 OF 121
N
PE-2
POOL SAFETY EQ.
1 OF 2
INGRESS/EGRESS
GATE # 1 r
MIN. 48" HIGH
FENCE INGRESS/EGRESS
GATE #2
POOL RINSE SHOWER ITH
HOSE t l ��o� CkiToVI:: BREAKERS WITH VACU M
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S WASTE LINE
P FRESHWATER LINE
4"MPV
PROTRU.
4' MIN. _
CLEAR DECK '
454.1.8.5 - DECKS
DECKS SHALL HAVE A MINIMUM
4-FOOTWIDE (1219 MM)
UNOBSTRUCTED WIDTH AROUND
THE ENTIRE POOL PERIMETER.
4' MIN. UNOBSTRUCTED POOL
WET DECK
Pool Wet Deck Min. Requirement
Scale: Not to scale
POOL CALCULATIONS
Zero -Entry
Remaining
821 SF
4,078 SF
1.5 AD
122,000 GAL
9,200 GAL
386 GPM
2 HR TURNOVER
5.2 HOUR TURNOVER
77 GPM
Sun -Shelf
5455 SF
556 SF
547 LF
3,100 GAL
134,300 GAL
1 HR TURNOVER
515 GPM
52 GPM
4.34 HOUR TURNOVER
INGRESS/EGRESS
GATE #3
INGRESS/EGRESS
GATE #4
Site Plan Notes
1. RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN
THE PERIMETER OF THE FENCE.
2. HOSE BIBB WITH VACUUM BREAKER REQUIRED ON DECK.
3. WASTE TO STORM COLLECTION SYSTEM WITH AIR GAP, MEET
LOCAL CODES, PAINT EXPOSED PVC. EACH WASTE LINE SHALL
HAVE A UNIQUE AIR GAP.
WASTE LINES FROM DIFFERENT SOURCES SHALL NOT BE TIED
TOGETHER, BUT MAY DISCHARGE INTO A COMMON SUMP OR
RECEPTACLE AFTER AIR GAP. (CONTRACTOR TO PROVIDE)
4. CONFIRM LOCATIONS AND ELEVATIONS WITH THE OWNER AND
LANDSCAPE CONTRACTOR.
5. NO FOOD OR DRINK FACILITIES WITHIN 12 FEET OF POOL
6. PROVIDE A HOSE BIBB WITHIN 25 FEET OF THE RESTROOMS
7. PROVIDE DIRECTIONAL SIGNS TO RESTROOMS
8. NO RECLAIMED WATER SHALL BE USED AS AN IRRIGATION
SOURCE FOR THE PLANTER AREAS ALONG THE POOL DECK
9. PAINT ALL EXPOSED PVC.
10. CONTRACTOR TO PROVIDE A MINIMUM 48" OF CLEARANCE
AROUND THE POOL PERIMETER. THIS CLEARANCE DISTANCE
NEEDS TO BE PROVIDED AND MEASURED FROM THE OUTSIDE
FACE OF ANY STEP RAILS AND LADDER ANCHORS.
11. POOL WET DECKS SHALL BE UNIFORMLY SLOPED AT A MINIMUM
OF 2% AND A MAXIMUM OF 4% AWAY FROM THE POOL OR TO
DECK DRAINS TO PREVENT STANDING WATER. TEXTURED DECK
FINISHES THAT PROVIDE PITTING AND CREVICES OF MORE THAN
1 I' DEEP THAT ACCUMULATE SOIL ARE PROHIBITED. IF SETTLING
OR WEATHERING OCCURS THAT WOULD CAUSE STANDING
WATER, THE ORIGINAL SLOPES SHALL BE RESTORED OR
CORRECTIVE DRAINS INSTALLED.
N (DA site Plan
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REV. DESCRIPTION DATE
1 PERMIT SET 12-10-2021
DRAWN I CHECKED
ZJO RMT
DATE SCALE
12-17-2021
SHEET 3 OF 121
PE-3
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10" DIA. GUTTER TO COLLECTION TANK
10" DIA. MAIN DRAIN TO COLLECTION TANK REV. DESCRIPTION DATE
" DIA. FEATURE DRAIN TO COLLECTION TANK 1 PERMIT SET 12-10-2021
0
MAXIMUM FLOW VELOCITIES (GPM) DRAWN CHECKED
PIPE DIAMETER 'GRAVITY 2 SUCTION 3 PRESSURE
1.5 17 33 55 ZJO RMT
COLLECTION TANK
[SHOWN IN SCHEMATIC VIEW 2.0 29 59 98 DATE SCALE
FOR INTENT ONLY - SEE SITE 3.0 66 132 220
PLAN FOR LOCATION] 4.0 117 235 392 1 2-1 7-2021
6.0 264 529 881
8.0 470 940 1,567 SHEET 4 OF 1 2
W.
10.0 734 1,469 2,448
'GRAVITY, MAXIMUM FLOW, IN GPM, AT 3.0 FPS
2 SUCTION, MAXIMUM FLOW, IN GPM, AT 6.0 FPS
3 PRESSURE, MAXIMUM FLOW, IN GPM, AT 10.0 FPS
PE-4
LEGEND
KEY
QTY.
2
-ITEM -
MAIN DRAIN COVER; 1$"X18"
VGB COMPLIANT [RECIRC.]
��-
MAIN DRAIN COVER; 18"X18"
1
VGB COMPLIANT [FEATURE]
37
DEPTH MARKER AND NO
DIVE TILE
1 1
UNDERWATER LIGHTS
40
ADJUSTABLE FLOOR
FLUSH RETURN INLETS
59
GUTTER FITTINGS
5
ZERO -ENTRY TROUGH
ORIFICES__._---_
—
1
LEVEL
N/A
LIMITS OF ZERO -ENTRY
GRATING
N/A
LIMITS OF
BEAN/COPING
INSTALL DEPTH MARKEF
"NO DIVE" MARKING A
LOCATION
INSTALL DEPTH MARKEF
"NO DIVE" MARKING A
LOCATION
INSTALL DEPTH MARKER A
"NO DIVE" MARKING AT T
LOCATION (0'.
INSTALL DEPTH MARKER A
"NO DIVE" MARKING AT T
LOCATION (0'.
INSTALL DEPTH MARKER A
"NO DIVE" MARKING AT T
LOCATION (0'.
"NO DIVE" MARKING AT THIS Scale: 3/ 16" = 1 '-0"
LOCATION (3'-6")
MAXIMUM FLOW VELOCITIES (GPM)
PIPE DIAMETER
'GRAVITY
2 SUCTION
3 PRESSURE
1.5
17
33
55
2.0
29
59
98
3.0
66
132
220
4.0
117
235
392
6.0
264
529
881
8.0
470
940
1,567
10.0
734
1,469
2,448
' GRAVITY, MAXIMUM FLOW, IN GPM, AT 3.0 FPS
2 SUCTION, MAXIMUM FLOW, IN GPM, AT 6.0 FPS
3 PRESSURE, MAXIMUM FLOW, IN GPM, AT 10.0 FPS
)EPTH MARKER AND
_" MARKING AT THIS
)N (0'-9")
)EPTH MARKER AND
_" MARKING AT THIS
>N (0'-9")
LEGEND
KEY
QTY.
ITEM
MAIN DRAIN COVER; 18"X18"
El
2
VGB COMPLIANT [RECIRC.1
MAIN DRAIN COVER; 18"X18"
1
VGB COMPLIANT [FEATURE]
37
DEPTH MARKER AND NO
DIVE TILE
11
UNDERWATER LIGHTS
40
ADJUSTABLE FLOOR
FLUSH RETURN INLETS
59
GUTTER FITTINGS
5
ZERO -ENTRY TROUGH
ORIFICES
1
LEVEL
LIMITS OF ZERO -ENTRY
N/A
GRATING
N/A
LIMITS OF
BEAN/COPING
d
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REV. I DESCRIPTION I DATE
11
PERMIT SET 1 12-10-2021
DRAWN CHECKED
ZJO IRMT
DATE SCALE
12-17-2021
SHEET 5 OF 12
PE-5
RPSS-1 00,
FLUSH 'SUNSH ELF' NOZZLE
RECESSED TOP
FOR EASE I,
REMOVAL
P. _C�vv
0.
F F
CONCRETE BACKFILLED BO
AROUND NOZZLE� A Ful
BO
U
MmTt-WREticH
AVAILABLE AS AN
A=ESSORY II-PtAl
RWS-100-L, 8
WATERSTOP FI-
(AVAIL AS ACCESSORY
E
QPEfMTING QATA_
NOISE � -
Low to Medium
VISIBILITY:
- Medium
SPLASHIMIST:
- Medium
WIND STABILITY
- Low
AERATIO14
HO
QUALITY:
3D IMAGE
(12 STREAMS a im"
ORIFICE� ELEVIA�10N
SPECIFICATION DATk Flush'SunshelfNozzle, machined co ction. machined brass M orifices, recessod
rerrsovable cap for easy cieaning, bonding lug, and 1' (F) N�P. T cl:"
DESIGN/APPUCATION DATA. When submerged, the RPSS-1 00 nozzle will produce a vertical mound of water via concentric ring
of precision orifices to push through the shallow water.
NOTES: 1. Sunshetf nozzle my generate wave turbulence in small, confined pools, requiting a dampening device
(available as accessory item); see catalog data sheet 1.5611,56a.
2. Screening at pump (.062*) to minimize clogging potential is recommended.
3. Greater subrne�rice creates broaden1fuller display, but requires greater GPM and pressure.
4. Due to continuing product improvement program, Roman Fountains rase, ves the right to change it* specifications
withoutnofice.
TECHNICAL AND HYDRAULIC DATA
DIMENSIONS SPRAY HEIGHTIPERFORMANCE
MODEL NO.
Dim,
'N
DIM
1211,
-SUBM'
(F)N.P.T. (INCHES)
APPROX'
SPRAY
HEIGHT
8-
Ir
18-
RPSS-100
2-&19'
2-W
9*
GPM
30
32
43
HEAD (ft.)
14'
2a
30'
4'
3-
GPM
18
21
29
9
23
1,
1 le
Bubbler Detail -
Scale: Not to scale
FEATURE FLOWS - DECK JETS
FEATURE
RET. SIZE
GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
TOTAL 200 GPM
&SiF.Iled to fit into a 3' x 3" tile
space, mounted on the pool wall,
faised txam or set Into a deck -
The Mitli(let fol Vinyl liner pools
is designed to mount III
a vinyl liner 1xiol wall at, or slightiv
alxwc tile it ater lv� CL Its housing Cover is
available in 7 t:olois to match tilt criost
popular vinyl liners available.. Fach bra�s
nozz e n it-, a jus � to piolect a � reani o
witer ;it a 45-degree angle of
I raiectory fii� ,I djstartc,� of tip to 13 fevt�
FTAWRES
• VUSatilt, JOW CO$t WAWT CifeCt
• Fasv to install
• Jet adjustable to 45-degree, angiv
• Low water flow requirement
• Easy accvs:� to jet for adjusting asc of waivr
• jet is removableand ceplaceable
• Drain hole in housing cover Ointinates
sianding wate.r
- Mounting flangeal-so jtt-iasa watin stop
DFSIGN IDEAS
Brass noi�,fe projec Is a streaITI Of Water Up
to 13 ft. aclosf, a pool
Set pairs tit opposing water strt-�ains to forIn
arches rileeting III tilt center (if a 1xiol
Creatf, it blossom feature with muftiplt�
kliutle"adjuitkA to coriverge it) 4 round
Project water frorn asculpted wall featurt
�=§A'wu`QA&m=
�imr.ht �,!
JMVV �,_b 9�8'
tq
<;Pm 2-i - 3 0 1,7 :t4`�4
r E xarisCAi'aterDesigns
Deck Jet Detail -
Scale: Not to scale
MAXIMUM FLOW
VELOCITIES
(GPM)
PIPE DIAMETER
'GRAVITY
2
SUCTION
3
PRESSURE
1.5
17
33
55
2.0
29
59
98
3.0
66
132
220
4.0
117
235
392
6.0
264
529
881
8.0
1 470
1 940
1 1,567
10.0
1 734
1 1,469
2,448
'GRAVITY, MAXIMUM FLOW, IN GPM, AT 3.0 FPS
2 SUCTION, MAXIMUM FLOW, IN GPM, AT 6.0 FPS
3 PRESSURE, MAXIMUM FLOW, IN GPM, AT 10.0 FPS
FEATURE LEGEND
KEY
QTY.
ITEM
POLARIS MINI -JET
---- -------------- ---- . ......... . ........... . ... .................... .... 0,
40
DECK JETS
ROMAN FOUNTAINS RPSS-100
5
SERIES FLUSH BUBBLER
350 GPM TOTAL FEATURE
FLOW RATE I
0
0i 0
0
0
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L0i L0
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BUBBLER
TYP. FOR 5
2" DIA. RETURN
NDS VALVE BOX TO BE AS
CLOSE TO DECK AS POSSIBLE
- TYP. FOR 5
1.5" DIA. DECK JET RETURN
TYP. FOR 40
2" DIA. RETURN
2" DIA. RETURN
2" DIA. RETURN
Feature Piping Schematic
Scale: 1/4 11 = 1 1-0 11
UO LO 0 j 0 0
"0
DECK JET
TYP. FOR 40
[4X CLUSTER OF 10]
7t
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IL
REV. I DESCRIPTION I DATE
191 27WITAN ON I
ZJ0
DATE
12-17-2021
PERMIT SET 1 12-10-202 1
CHECKED
RMT
SCALE
SHEET 6 OF 121
PE-6
1'
Ld
0.
_j
5 w
_j
IN 20)
PE-10 0 2 LO
IN 0 DECK OBSTRUCTION #3 DECK OBSTRUCTION #5 r' I - co
F- -
7
9'-3" 8'-11" 8'-1 1" 8'-11" 8'-11" -5'-10"--3'-6" 8 11,, 2'-9"-' 8'-11" .1 8'-11" 8'-9"
j -4' 3'-66"" 6
AT GRADE '-2" 4'
AT GRADE,,. DECK OBSTRUCTION #3
PLANTER,-. PLANTER,
4'— -1 Y-2" 11'-2"— M M
3'-1 4'- 10 4 m 00 q
6'-6" al, LLJ -0 -.4
............ op
Bout
LLJ 0 04
Ed. Z�C'7
V) < t�! 19-T
0 af 0
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3' >'
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8'-7" 5 6' 6<
0 V)
_7
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6' 18'- 1 18'- 1 15- 1 16' ,' 0
f:4 N
"" F_
13-4LU
< <
10'-3" 10'-3" 10'-3" 7-2" -10 Z <
ILL
8'-11"
12'-9"
0 LU
13"-5" U-j
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8'- 11'
6`-f I
< < <
13'
T- -5"
CL
PE-10 PE-10 1_5' A� 9'-3"
0
0
EQ.
LU
4
2'_911 U
a.
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LL IffilkAEzLU
P-10
- E-12 8'-11 ao
261
—6-2" -8'- 11 8'- 11 -8'- 11 8'-11" 8-11"
12'-9" 12'-9" J,
16' 20, 13-5"
0"
91-111, 8'-11" 8'-11" 8'-11" 8'-11" 8'-111
U
7"
CIO
•LU 1 V-8"
8'-11"
PIP
4'- 10" KIEL mllm'�Ifm
EQ.
4'- 10"
- 12'9"
8'-11"
13-5"
18'-3'
10'-4!' 10'-4!' 10'-4" 10'-4"
4'-1 a'
4'
13'
/14'-2 12'-
6—
31 13' 13' —13' 3 1
PE-10 61"
6'-8"
7
4'- 10" 13-5"
4 4' L+ 4'
3'
6-8 -------------
8' EQ.
4'16" 7'- 10"
3'-9"
N1 sy -2" -2"
AT GRADE. 4' Am 1 V 1' OL
A" AT. GRADE
0
6'- 10" 3'� 4' -8'-2"- PLANTER 0
,PLANTER� 8'-2" 7'-
4'
4'-9" 13-T-1 (L
4' 3-6' Tm mn J
Lc2sj
z
--9'-] Cd z
__9 8'-1 Q
119'-7" 0 IL
0
L < (n
DECK OBSTRUCTION #1 10'3DECK OBSTRUCTION #6 DECK OBSTRUCTION #2
0
U) dd
Pool La out Plan z
y 11 1 1-011 LEGEND J
Scale: 3/16 0 6
M X 0
KEY QTY. ITEM 0 Uj 0
REV. DESCRIPTION DATE
MAIN DRAIN COVER; 18"X18" LL_ N IL
2 VGB COMPLIANT [RECIRC.1
1 MAIN DRAIN COVER; 18"X18"
VGB COMPLIANT [FEATURE]
37 DEPTH MARKER AND NO PERMIT SET 12-10-2021
DIVE TILE
DECK OBSTRUCTIONS
OBSTRUCTION #1: 10'-7"
11 UNDERWATER LIGHTS
OBSTRUCTION #2:19'-1 1"
OBSTRUCTION #3: 10'-7" 40 ADJUSTABLE FLOOR DRAWN CHECKED
OBSTRUCTION #4:19'-11"
FLUSH RETURN INLETS
OBSTRUCTION #5: 1'-6"59 GUTTER FITTINGS zio RMT
OBSTRUCTION #6: 1'-6"DATE SCALE
TOTAL OBSTRUCTED: 64' 5 ZERO -ENTRY TROUGH
Q ORIFICES
12-17-2021
PERIMETER: 547 LN. FT. 1 LEVEL SHEET7-OF 12
z z
10% 547 54.7 LIMITS OF ZERO -ENTRY
N/A
20& 547 109.4
ALLOWED: 109.4'
OBSTRUCTED: 64'
GRATING
N/A LIMITS OF
BEAN/COPING
I PE-7
till
'111�
51
1/4" PER FOOT SLOPE
TOWARD POOL FOR 5'
Zero -Entry Section
Scale: 3/4 11= 1 -0 11
1 r-94•
Zero -Entry Section
Scale: 3/411= 1 1-0 11
Zero -Entry Transition Detail
Scale: Not to scale
j..`".r[.Isar SDI I ;
The Ar t:ian Series is a patent pending desigr ;. r rmpired rail iine that provides . -Is
e _gant custom Lroz it r ary Pool erwo-orvnert. Ttey am, ',he =deal ryxree r pool
renove*n P;c,!crn.
T nc, 2 90 OD
Sta...t.ss 5tee:.iG4 0r 3W. Marme Grade' (:ddMG to part rr,^b;r)
Tread; i Ladder Onl) j LTDF• 103 Stai t m S-ee!
CjytiL`ni "6+'.YiC'-:C>7t!rI°avai'abte
P.eccxt,mertiec aachars: AS•It3pP cr A$-€t}r)3 arcer>e,�.arate`i;
Ft, c.anended escutcbmn: EP I00F cider 5^paratcly)
M:rni-ru:rrx raquirrrren!: for salt ;wols is '316L Mar;re tSrt;:;e.
'son ON
n.TAOMS .3r<! flm 1 qw 15 Sx 461 erg' 2'
AfiT-1E16t H,cxf Flail {fatir; ,W itm 4G' 3W ti"
AFT 11Yn I!rs &:' 2"
tE tkg :,98,l xn 104.1cm 5.1cm
ART: t 4'x :A;k tv r teas Sra r R ! tty:frl ) Rrs
A{'{T--100.t 10 Rr5 >'-'
1:.!!tp--kt.t��n t.+•a cnt 5.tcm;
NOTES:
HANDRAIL SHALL NOT EXCEED 4" PROTRUSION INTO THE PEDESTRIAN WALKWAY
301
SUB -GRADE
WATERLINE
-------------
DPA-6in to 30in (PARALLEL STRAIGHT GRATE)
i
r a
i
I
a 0 CDl J0u� ■
24,0
Fiberglass• • •srs 4:*ormed of
Rods for Load UV stabilized and
StrengthRequirements
They are • r
J J 4 L ♦ J Jinterlocking sections In
to 30 inch widths,
Raised Herringloone
Design
94
PVC Cap used to secure
fiberg(ass rods in ptace
t�i�tr
All drawing dimensions supplied by Daldorado are for reference only. All drawings are saved in a (*,dwg) file format and a provided as a service to our customers. Errors on
occassion may occur when opening a file due to software incompatibility, Daldorado or any authorized distributor of our products will not be held responsible from files which have DADO
been converted and does not warranty the documents against defidencies or typographical errors of any kind. We recornmend that all mesurements are verified with the actual
physical product before any custom fabrication in the field occurs, REVISED 2/21/18 JMS
0
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NOS
REV. I DESCRIPTION I DATE
DRAWN
ZJ O
DATE
1 2-17-2021
PERMITSET 1 12-10-2021
CHECKED
RMT
SCALE
SHEET 8 OF 1 2 1
Rail and Ladder Detail
Scale: Not to scale
Zero -Entry Grating Detail
Scale: Not to scale
PE-8
MARKERS TO BE
WITHIN 3' OF BOTH
THESE ACTUAL DEPTHS
1 1 /2" HYDROSTATIC
RELIEF IN 1 /4" YD.
GRAVEL
6" J
4" LETTERING
Transverse Pool Section; Deep Portion
Scale: Not to scale
POOL SIDE
GUTTER
C7x41 11DA
SLIP -RESISTANT 6"6"
DEPTH MARKING TILE
WITH 4" HIGH
LETTERING
[SEE HARDSCAPE
PLANS FOR DETAILS
6 1 SLIP -RESISTANT, RED
"NO DIVING"
INTERNATIONAL
Depth Marking Details
Scale: Not to scale
NOTES:
-DEPTH MARKERS AND NO DIVE
TILE NOT TO BE MORE THAN 24"
FROM WATERS EDGE
-DEPTH MARKERS TO BE ON
DECK AND INSIDE POOL AT
WATERLINE
,TALL MARKING
ID NO DIVE TILE ON
CK RO BE
P-RESISTANT]
TALL DEPTH
IRKING TILE [TO BE
TOOTH OR GLAZED]
I WATERLINE
1ARDSCAPE
R DETAILS]
TH
ANS
EE
LOOR
M
WALLS VERTICAL
+/- 5 DEGREES
6' MIN.
BULLNOSE COPING
CONCRETE DECK:
NON -SLIP, IMPERVIOUS
SMOOTH DECK. PITCH
AWAY 1/4" PER FT. MIN
1 /7' PER FT. MAX.
SEE HARDSCAPE
PLANS FOR DETAILS
6" FLAT SMOOTH -------
GLAZED TILE
UNDERWATER
LIGHT
WALLS OF POOL TO BE RIGID MATERIAL-.
CONCRETE/GUNITE/SHOTCREFE, 6" MIN
THICK, 4000 PSI MIN. WITH #4 REBAR 12"
O.C.E.W., 15" MIN. LAP
EXPOSED AGGREGATE POOL FINISH
[OWNER TO CONFIRM COLOR]
6" MIN. FLOOR WITH #3 REBAR 12"
O.C.E.W
3" MIN,
Gutter, Wall & Floor Detail
Scale: Not to scale
ON POOL
PLUMBING PLAN]
Adjustable Floor Return Detail
Scale: Not to scale
Underwater Bench Detail
Scale: Not to scale
6" MIN.
BULLNOSE WATERLINE
SLIP -RESISTANT TILE. 2"
MIN. - 12" MAX.
[OWNER TO PROVIDE
COLOR AND SIZE]
NOTE: THE LIP OF THE GUTTER
SHALL BE UNIFORMLY LEVEL
WITH A MAXIMUM TOLERANCE
OF 4'"(6mm) BETWEEN THE
HIGH AND LOW AREAS
NOTE: STRUCTURAL SUBJECT TO
SUITABLE SOIL CONDITIONS
IF SETTLING OR WEATHERING OCCURS THAT
WOULD CAUSE STANDING WATER, THE
ORIGINAL SLOPES SHALL BE RESTORED OR
CORRECTIVE DRAINS INSTALLED.
STRUCTURAL SUBJECT TO SUITABLE SOIL CONDITIONS.
THE AREA OF THE POOL CONSTRUCTION
SHALL BR PROBED AT THE TIME OF CONSTRUCTION
TO VERIFY THE PRESENCE OF SUITABLE EXISTING
SOILS. ALL ORGANIC MATERIAL WILL NEED TO BE
OVER -EXCAVATED AND REPLACED
PER GEOTHECHNICAL RECOMMENDATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR PROVIDING
PROPER DEWATERING MEASURES DURING
CONSTRUCTION. HYDROSTATIC RELIEF VALVES NEED
TO BE PROPERLY INSTALLED AND VERIFIED THAT THEY
ARE WORKING PROPERLY.
CUSTOM LADDER: S.R. SMITH CUSTOM STAINLES
TREAD: 6" MAX. FROM WALL, 3" MIN. FROM WA
CROSS -BRACED, SLIP -RESISTANT TREADS, 28' MIP
ABOVE DECK.
FRAME: 1.90" O.D. X 0.65" TYPE 304 STAINLESS ST
WHITE RUBBER BUMPERS.
STEPS: ACRYLIC PLASTIC AND HAVE A SLIP -REST;
SURFACE.
ESCUTCHEON: EP-100F, STAINLESS STEEL
ANCHOR ASSEMBLY: AS- 100B [SEE SPEC SHEET F
Ladder Detail
Scale: Not to scale
LAWSON MLD-FGD-1212, 12"X12"
MAIN FLOOR DRAIN COVER, VGB
COMPLIANT, 365 GPM FLOOR
FLOW CAPACITY
6„ 12" SEE GUTTER WALL AND FLOOR DETAIL FOR
STRUCTURAL SPECIFICATION
--POOL SHELL
,.. c
I- F 12, ff 1117
Main Drain Detail
*)Cale: NOT TO Scale
"-MAIN DRAIN
TO COLLECTION
TANK
8" PVC MAIN DRAIN
LINE
#57 ROCK
2" PVC HYDROSTATIC
RELIEF LINE
RUN LINE OUTSIDE DECK
LAWSON MLD-FGD-1818, 18"X18"
MAIN FLOOR DRAIN COVER, VGB
COMPLIANT
6„ 18" SEE GUTTER WALL AND FLOOR DETAIL FOR
STRUCTURAL SPECIFICATION
OOL SHELL
.4 d e
MAIN DRAIN
COLLECTION
tTO
NIM
......,...� �...{ �...,...�..>......�
TANK
{
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S � �
8" PVC MAIN DRAIN
• <
�r...�1
LINE
#57 ROCK
'PVC HYDROSTATIC
RELIEF LINE
UN LINE OUTSIDE DECK
E AS STEPS
Feature Drain Detail
H NOT TO BE LOCATED IN Scale: Not to scale
TER THAN 4'-11" OF WATER
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REV. I DESCRIPTION I DATE
ZJO
DATE
12-17-2021
PERMIT SET 1 12-10-2021
CHECKED
RMT
SCALE
SHEET 9 OF 121
PE-9
28"
40"
28" Mlr
40" MA
1
36"
Pool Section
•
Pool Handrail & Step Section 4
Scale: 3/4" = 1'-0"
W
SUN SHELF MUST HAVE A DARK CONTRASTING
SLIP -RESISTANT TILE MARKING AT THE EDGE OF THE
SHELF AND THE POOL WALL EXTENDING 4 INCHES
(102 MM) FROM THE HORIZONTAL SHELF EDGE
SURFACE. ADDITIONALLY, A 2-INCH (51 MM)
CONTRASTING TILE LINE IS REQUIRED ON THE
VERTICAL POOL WALL AT THE EDGE OF THE SHELF
DEPTH MARKERS OF THE ADJACENT POOL
DEPTH AT THE SUN SHELF EDGE AND
NO -DIVE MARKERS SHALL BE PLACED ON
THE SUN SHELF FLOOR, EVERY 10 FEET (3048
MM) OR LESS, ALONG A LINE NO MORE
THAN 1 FOOT (305 MM) BACK FROM THE
EDGE OF THE SUN SHELF ABOVE THE DEEPER
POOL
DEPTH MAY VARY
1
i
I
28„ Mlr
40" MA
I
I
1
i
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42"
i
Pool Handrail & Step Section 3
Scale: 3/4" = 1'-0"
SUN -SHELF SHALL HAVE AT LEAST
ONE HANDRAIL 1.90" O.D. RAIL; TYP.
28" MIN.; 40" MAX.; SEE HARDSCAPE PLANS
FOR FINAL SELECTION
FOR GRAPHICAL PURPOSE ONLY - RAIL STYLE MAY
VARY
K
SUN -SHELF SHALL HAVE AT LEAST
ONE HANDRAIL 1.90" O.D. RAIL; TYP.
28" MIN.; 40" MAX.; SEE HARDSCAPE PLANS
FOR FINAL SELECTION
qu
4' MAX.
i
28" MR
40" MA
42"
E �....91 \....12'
Pool Handrail & Step Section 5
Scale: 3/4" = 1'-0"
F ..
Riser Detail
Scale: 3/4" = 1'-0"
FRONT 3/4" TO 2" AND
TOP 2" OF RISER SHALL
BE TILE, DARK
CONTRASTING WITH
INTERIOR COLOR OF
POOL. TILE TO BE
SLIP -RESISTANT.
[TYP. FOR ALL STEP
TILE
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REV. I DESCRIPTION I DATE
E
DRAWN
ZJO
DATE
PERMIT SET 1 12-10-2021 1
CHECKED
RMT
SCALE
12-17-2021
SHEET 10 OF 12
Sun -Shelf Section 2
Scale: 3/4" = 1'-0"
PE-1 O
120-
100-
80
60
40-
20--
0]
a
PENTAIR EQ SERIES PERFORMANCE CURVE
EQ1000
100 200 300 400 500 600
FLOW RATE IN U.S. GPM
RECIRCULATION PUMP CURVE
__80
70
_-60
-
-20
r,
Z
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20
10
10
700
MARK
DESCRIPTION
VOLTAGE
MANUFACTURER & MODEL NO.
0
MAIN LUG BREAKER PANEL
(24 CIRCUIT)
120/240V
SIEMENS, PW2442L3200CU
G)
RECIRCULATION PUMP
208-230/460V
PENTAIR, EQKT1000, 10 HIP
100 W SERVICE LIGHT FIXTURE
115V
INTERMATIC, VPXG11GCI 10OW
CHLORINE FEEDER PUMP
115V
STENNER, 8SM5
ACID FEEDER PUMP
115V
STENNER, 45M5
SERVICE GFICI
115V
PASS & SEYMOUR
CHEMISTRY CONTROLLER
115V
CES, MR3
DECK JET PUMP
208-230/460V
SPECK, 9SX, 7.5 HP
BUBBLER PUMP
208-230/460V
PENTAIR, MAX-E-PRO XF VS, 5 HP
EXHAUSTFAN
115V
DAYTON 273 CFM
POOL LIGHTING (11)
115V
AMERITLITE, 10OW LED EQUIVALENT
POOL UGHTING TRANSFORMER (3)
115V
PENTAIR, PX300 30OW TRANSFORMER
CHLORO-SALINE GENERATOR
115V
CES, CHLORKING SM15.0
FEATURE TIMER (2)
115-208/230V
INTERMATIC, T-101, 24 HIR MECH TIMER
ELECTRICAL SPECIFICATION PROVIDE BY
AQUAWORX USA
6
42':
3111
FIELD CAST 6" THICK, 2500 PSI
CONCRETE FOOTING UNDER
STEEL FRAME & COVER
FILTER EQUIPMENT CABINET
4,000 PSI CONCRETE
SAND FILTERS SET ON CONCRETE PAD
#3 REBAR @ 6" O.C.E.W.
6" THICK MIN.
SIDEWALL VENT
(TYP BOTH SIDES)
1" x 1" STEEL FRAME
FRAME ON BRICKS
AS NEEDED
(TYP OF 3)
SAND FILTER EQUIPMENT SCHEMATIC LAYOUT
FEEDER & CIRCUIT SCHEDULE:
CONDUCTORS
MARK
PHASE
NEUTRAL
GROUND
CONDUIT
REMARKS
PANEL FEED
A2
348
1-#8
UL SEALTITE
A3
3410
1-#10
1/2"
SEALTITE TO PANEL
1412
1-#12
1-#12
1/2"
SEALTITE TO LIGHT
AS
1412
1-#12
1-#12
1/2"
SEALTITE TO PANEL
6
A
1412
1-#12
1-#12
1/2"
SEALTITE TO PANEL
Z�
CONDUCTORS AND CONDUIT INSTALLED BY OTHERS
PANEL SCHEDULE:
THREE PHASE, 4-WIRE -- 208Y/120 VAC OR 240 VAC INSULATED/BONDABLE NEUTRAL
CURRENT WITHSTAND RATING MAX. RMS. SYM. 10,OOOA 12/240V
CIRCUIT
POLE
TRIP
LOAD
AMPS
1-3
3
SOAGFI
RECIRC. PUMP W/(2) INTERLOCKED CHEM. CONT
29.8
4-6
3
50AGFI
DECKJETPUMP
19.9
7-9
3
30A GFI
BUBBLER PUMP
13.8
10
1
20A GFI
POOL LIGHT TRANSFORMER #1
10.0
11
1
20AGFI
POOL LIGHT TRANSFORMER #2
10.0
12
1
20AGFI
POOL LIGHT TRANSFORMER #3
3.3
13
1
20A GFI
CHLORO SALINE GENERATOR
7.5
14
1
20A
SERVICE LIGHT
1.5
15
1
20A
SERVICE GFCI
3.0
16
1
20A
EXHAUST FAN
3.1
17-24
SPARE
TOTAL MAXIMUM LOAD
1 101.9
FILTER EQUIPMENT CABINET
FRONT ELEVATION
117
J4. 1====.
FILTER TANK
FRONT ELEVATION
7
132"
6 0 1
FILTER EQUIPMENT CABINET
PLAN
LABELED: LABELED:
"ACID' // "CHLORINE"
DECK JET PUMP
Ill FROM SALIN
6" FLOWMETER- 3" FROM HEATER
THERMOM ER- 6" DECK JET SUCTION
CHEMICAL INJECTION POINTS- - 3" TO HEATER
6" RECIRC RETURN TO POOL- V FROM SALINE
4" DECK JET RETURN - 6" RECIRC RETURN FROM FILTER PACK
100W SERVICE LIGHT I F BUBBLER PUMP
I
r ALT CHLORINE GENERATOR
71
00
ELECTRICAL PANEL--4
. LJ : I IT7 N
u
SALT CHLORINE CONTROLLER
VFD
VFD
CHEMISTRY CONTROLLER
EXHAUSTFAN
CHLORINE FE EDER
6" RECIRC SUCTION
....... ...
PH FEEDER
3" BUBBLER RETURN
6" RECIRC RETURN TO FILTERS
RECIRC PUMP
- L 4" BUBBLER SUCTION
FILTER EQUIPMENT CABINET
PLAN
26
51)
FII$tK E3KAIINU MUUNIEU
ALUMINUM RAILING
EQUIPMENTCOVER
EQUIPMENT COVER
SIDE ELEVATION
SIDE ELEVATION
BACKWASH SUMP DETAIL
VACUUM FILTER ELEMENTS
(TYP OF 5)
6" DECK JET PUMP SUCTION
41.
NOTES:
1. PLUMBING -ALL PIPE& FITTINGS SHALL BE SCHEDULE 40 PVC PER ASTM D1785 AND N.S.F. APPROVED AND STAMPED FOR
POTABLE WATER APPLICATIONS. JOINTS TO BE SOLVENT WELDED PER ASTM D2855. ALL PLUMBING AND MATERIALS TO CONFORM
TO FLORIDA BUILDING CODE 2020 -SEVENTH EDITION.
2. ELECTRICAL -ALL ELECTRICAL EQUIPMENT WIRING, INSTALLATION AND GROUNDING OF POOL COMPONENTS SHALL CONFORM TO
NATIONAL FIRE PROTECTION ASSOC. 70, NATIONAL ELECTRICAL CODE (N.E.C.) LATEST EDITION AND ALL APPLICABLE LOCAL CODES.
CHEMICAL FEED PUMPS TO BE INTERLOCKED WITH THE RECIRCULATION PUMP.
3. EQUIPMENT - ALL PUMPS, FILTERS AND DISINFECTION EQUIPMENT SHALL BE TESTED AND APPROVED BY THE PERTINENT
MANUFACTURER USING THE NSF/ANSI STANDARD 50 AND LISTED AS APPROVED BY THE NSF.
4. THE FILTER ROOM FLOOR IS SLIP RESISTANT AND SLOPED TO FLOOR DRAINS
5. ALL PLASTIC PIPING SUBJECT TO PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM ULTRAVIOLET
LIGHT DEGRADATION.
6. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES (E.G. POOL, SPA, OVERFLOW,
SUMP PUMP) SHALL NOT BE TIED TOGETHER BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE.
7. THE WASTE LINE MUST BE CONNECTED TO AN APPROVED WASTE DISPOSAL SYSTEM ACCORDING TO LOCAL OR STATE CODES.
8. ALL COLLECTOR TANKS SHALL HAVE COVED INTERSECTIONS AND SLOPE TO THE TANK DRAIN.
9. ANAUTOMATICAND MANUALWATER MAKEUP CONTROLMUSTBE PROVIDEDTO MAINTAINTHE WATER LEVELATTHE LIP OFTHE
OVERFLOW GUTTER OR AT THE MOUTH OFTHE RECESSED AUTOMATIC SKIMMERS AND MUST DISCHARGE THROUGH AN AIRGAP
INTOA FILL PIPEOR COLLECTORTANK. OVERTHE RIM FILLSPOUTSARE PROHIBITED.
10. A RATE OF FLOW INDICATOR, READING IN GPM, SHALL BE INSTALLED ON THE FILTER RETURN LINE. THE RATE OF FLOW
INDICATOR SHALL BE PROPERLY SIZED FOR THE DESIGN FLOW RATE AND SHALL BE CAPABLE OF MEASURING FROM ONE HALF TO
AT LEAST ONE -AND -ONE-HALF TIMES THE DESIGN FLOW RATE. THE CLEARANCES UPSTREAM AND DOWNSTREAM FROM THE
RATE OF FLOW INDICATOR SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION SPECIFICATIONS.
11. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE - SEVENTH EDITION
FILTER EQUIPMENT LIST
RECIRCULATION PUMP
PENTAIR EQKT1000, 10 HP WITH BASKET STRAINER, SELF -PRIMING,
515 GPM @ 60'TDH, 208-23OV, 30,26.4A
VFD (RECIRC)
CES, PFDX 10 HP VARIABLE FREQUENCY DRIVE
DECK JET PUMP
SPECK, 9SX, 7.5 HP WITH BASKET STRAINER, SELF -PRIMING,
250 GPM @ 60'TDH, 208-23OV, 30,19.9A
VFD (DECK JET)
CES, PFDX 7.5 HP VARIABLE FREQUENCY DRIVE
FILTER ELEMENTS (DECK JET)
UNICEL, ST155, 155 SQ FT EACH, 775 SQ FT TOTAL (290 GPM MAX)
BUBBLER PUMP
PENTAIR MAX-E-PRO XF VS, 5 HP WITH BASKET STRAINER,
SELF -PRIMING, 150 GPM @ 60- TDH, 208-23OV, 30,13.9A
FILTER TANK
AT1100, 1100 GALLON CAPACITY
SAND FILTER (3)
43" VERTICAL SAND FILTER, 12.15 SQ. FT., 3b.45 SQ. FT. T07A17—
547 GPM FILTRATION CAPACITY
WATER LEVEL CONTROL
AQUATEK HYDRAULIC VALVE W/ MANUAL FILLVALVE & RESERVOIR
CHLORINE FEEDER
STENNER 85MS, 85 GPD CAPACITY, 11OV, IJA
CHLORINE RESERVOIR TANK
65 GALLON WITH LOCKABLE LID
PH FEEDER
STENNER 4SMS, 50 GPD CAPACITY, 11OV, 1.7A
PH RESERVOIR TANK
30 GALLON WITH LOCKABLE LID
RECIRC FLOWMETER
6" BLUE/WHITE F-30600P, 170 TO 1100 GPM RANGE
THERMOMETER
PRECISION INSTRUMENT CO B2B1-K WITH 1/2" NPT THERMOWELL
30* TO 2407 RANGE
VACUUM GAUGE
WIKA, 0-30 IN HG, LIQUID FILLED, 1/4" NPT, 2" FACE DIAMET R
CHEMISTRY CONTROLLER
CES, MR3, CHEMISTRY CONTROLLER WITH SALINE COMPATIBILITY
CHLORO-SALINE GENERATORI
CES, CHLORKING SM15.0, 15 LBS PER DAY 115V
6" RECIRC SUCTION
8" FEATURE DRAIN J
10" GUTTER DRAIN
PIPE AND VALVES CHART
LINE FUNCTION
SIZE
MAIN DRAIN
101,
GUTTER DRAIN
10.1
FEATURE DRAIN
81,
STATIC LINE
2"
FRESH WATER FILL
1.1
OVERFLOW
3"
RECIRCULATION PUMP SUCTION
6"
RECIRCULATION RETURN TO FILTERS
6"
RECIRCULATION RETURN
6"
DECK JET PUMP SUCTION
6"
DECK JET RETURN
4"
BUBBLER PUMP SUCTION
4"
BUBBLER RETURN
3"
TO SALINE
11.
FROM SALINE
V.
BACKWASH LINE (3)
T'
DIA. POOL MAINTENANCE LINE
RAVEL FLOOR
MAINTENANCE DRAIN LINE TO STORM
DRAINAGE SYSTEM- VIA AIR GAP (REFER TO
PLUMBING DRAWINGS FOR CONTINUATION
OF PIPE)
4" BUBBLER PUMP SUCTION
MAIN DRAIN
1" AUTOFILL
2" LEVEL CONTROL
2" OVERFLOW WITH
CHECK VALVE
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REV. DESCRIPTION DATE
PERMIT SET 12-10-2021
DRAWN ICHECKED
zio IRM
DATE SCALE
12-17-2021
SHEET OF 121
FILTER TANK
SIDE ELEVATION
FILTER TANK
COMPONENTS ID - PLAN
FILTER TANK
COMPONENTS ID - PLAN
PE-1 I
Pentair 1 hbw
Pael and Spa,
Inteliff-i E5g
Underwater Pool
Color -Changing LED Light
Installation and User's Guide
IMPORTANT SAFETY INSTRUCTIONS
READ AND FOLLOW ALL INSTRUCTIONS
SAVE THESE INSTRUCTIONS
Pool Light Specifications 1 of 3
Obtained from manufacturer - Pentair
a
1. Feed cord through conduit to Junction Box, leaving at least tour (4)
feet of cord at the tight fixture to coil around the light; see Figure 1, on
page 7. The four (4) feet of cord around the light allows the light to be
serviced after the pool is filled with water.
2. Cut the cord at the Junction Box, leaving at least six (6) inches of
cord to make connections.
3. Strip back six (6) inches of the outer cord jacket to expose the three
insulated wires (be careful not to damage the insulation on the three
(3) innerwires).
4. Connect all three (3) wires to the corresponding circuit wires in the
Junction Box and secure the Junction Box cover in place,
WENIf the light is not submerged in water and powered on for
more than 10 minutes, the light will switch off for a cooling down period of
10 minutes then power back on. This circuitry protects the light from being
potential damage.
6. Install the IntelliBrite light assembly into the niche
and tighten the special bronze pilot screw (see
Figure 1, on page 7.
Use only the special pilot screw
provided with this underwater light. This screw mounts
and electrically grounds the housing securely to the
mounting ring and wet niche. Failure to use the screw
provided could create an electrical hazard which could
result in death or serious injury to pool users, installers or
others due to electrical shock,
6. Fill the pool until the underwater light is completely submerged in
water before operating the light for more than ten (10) seconds.
7. Final check for proper light operation: To check for proper
operation, switch on the main switch or circuit breaker, and the switch
that operates the InteiliBrite underwater light itself. The light should
illuminate when power is applied. If not recheck the installation steps
starting with Step 1.
IntelliBrite' 5g PKKA LED Ligltt tn4lallation and user's Guide
Pool Light Specifications 2 of 3
Obtained from manufacturer - Pentair
Pool Bonding Plan
Scale: Not to scale
To GFCI, C]IMW
Blre411V anti —
Power 8wrce.
Figure t.
RW ---
Ctlit
4' min.
#8 AWG Ground
Connecter bonding
is located at rear
of niche.
8" min. Junction Box or Low
Voltage Transformer, to the
max, water level of the pool,
min. to top of Lens.
Concrete must be cut
back around niche to
allow for a compacted
plaster seal.
l.._......_11.50'
1
Call 4 ft d light
tale around fbdura
Pool Light Specifications 3 of 3
Obtained from manufacturer - Pentair
v
#8
WIF
NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
BONDED.
NOTE: JUNCTION BOXES TO BE LOCATED ALONG
THE EDGE OF DECK AND 12" ABOVE COPING
WEDGE
ANCHOR
HANDICAPPED LIFT W/ GROUNDING
CC'RFw
/S LADDER
,ND/OR HANDRAIL
Pool Bonding Detail
Scale: Not to scale
BONDING NOTES
THE BONDING GRID MUST COMPLY WITH EITHER (A) OR (B) AND BE ATTACHED TO THE
CONDUCTIVE POOL REINFORCING STEEL AT A MINIMUM OF FOUR POINTS UNIFORMLY SPACED
AROUND THE PERIMETER OF THE ALLS OF A POOL, OUTDOOR SPA OR OUTDOOR HOT TUB.
ALTERNATE MEANS
WHERE STRUCTURAL REINFORCING STEEL IS NOT AVAILABLE OR IS ENCAPSULATED IN A
NONCONDUCTIVE COMPOUNT, A COPPER CONDUCTOR(S) SHALL BE UTILIZED WHERE THE
FOLLOWING REQUIREMENTS ARE MET.
• AT LEAST ONE MINIMUM 8 AWG BARE SOLID COPPER CONDUCTOR SHALL BE PROVIDED.
• THE CONDUCTORS SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE.
• ONLY LISTED SPLICES SHALL BE PERMITTED (SPLIT -BOLTS)
• THE REQUIRED CONDUCTOR SHALL BE 450-600 MM (IT-24") FROM THE INSIDE WALLS OF THE
POOL.
• THE REQUIRED CONDUCTOR SHALL BE SECURED WITHIN OR UNDER THE PERIMETER SURFACE
100 MM TO 150 MM (4" TO 6") BELOW THE SUBGRADE. CONNECT THIS SINGLE 8 AWG
COPPER WIRED WITH SPLIT BOLTS ON THE COPPER "WHIPS' LOCATED AT FOUR EQUAL POINTS
OF THE POOL.
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REV. I DESCRIPTION I DATE
PERMIT SET 1 12-10-2021
DRAWN CHECKED
ZJO RMT
DATE SCALE
1 2-1 7-2021
SHEET 12 OF 12
PE- 1 2
General Notes
1 . Structure suitable when empty for ground water not higher than 6" above main drain.
2. Permanent Tile depth markers, minimum 4" high with contrasting color, slip resistant flush on
deck or top of beam not more than 2 feet from water edge and inside back of gutter (glaze
minimum 4" high.
3. Permanent Red International NO DIVE Tiles, non -slip flush minimum 4" high, on top of the
deck not more than 2 feet from water edge every 25 feet of perimeter maximum see detail.
4. All equipment shall have NSF, UL, or appropriate approval.
5. All electrical, grounding, wiring & bonding to comply with Florida building code
FBC 2020, 7th Edition, Chapter 27, NEC 2017, Section 680 and 680.26(C).
No overhead power within 10 feet.
Electrician must certify compliance to engineer. NEC 680.26(C) requires that all parts
specified in 680.26(B) shall be connected to an equipotential bonding grid with solid copper
conductor, insulated, covered. or bare, not smaller than 8 AWG or rigid metal conduit of brass
or other identified corrosion -resistant metal conduit. Connection shall be made by exothermic
welding or by listed pressure connectors suitable for the purpose and are of stainless steel,
brass, copper, or copper alloy.
6. Pool make-up water is from an approved source with air gap.
7. No direct connections between water and sanitary systems, minimum 3" gap.
8. Vacuum breakers on all hose bibs in pool area.
9. Minimum Tvertical clearance above deck and pool water
10. No food or drink services to be within 12 feet of inner edge pool deck.
11. Walkways between pool and sanitary facilities shall be impervious, slip resistant for the first
15 feet from pool water edge.
12. If night swimming is allowed, overhead lighting shall provide at least 3 foot candies of
illuminations at the water and wet deck level.
13. Overhead illumination of 30 foot candies at floor level in equipment room.
14. Owner to provide storage of chemicals under roof, protected from access by unauthorized
persons.
15. Owner to provide traffic barriers at deck if needed.
16. Main drain(s) to meet ANSI/APSP 16 NSF50, 64E-9 and comply with Virginia
Graeme Baker Act.
17. Feeders to be interlocked with recirculation pump.
18. Pipe: PVC schedule 40 NSFpw
19. Gauges: 2" minimum; 0-60 psi.
20. Test Kit: Taylor 2006 or Equal; Taylor K-1766 Sodium Chloride Testking Kit
where applicable
21. All electric and ground to meet NEC or local code.
22. The equipment area or collector tank or chemical containers shall not be accessible to
unauthorized individuals.
23. Install new equipment and plumbing per manufacturers instructions.
24. Plastic pipe subject to a period of prolonged sunlight exposure must be coated to protect it
from ultraviolet light degradation
25. ALL EQUIPMENT MUST BE LABELED AND EASILY READ, THIS INCLUDES THE
FLOWMETER.
26. All equipment (pumps, motors, pressure gauges, valves, auto and manual fills, piping, filters,
flow indicators and flow meters) must be operating properly before calling this
office and/or the Health Department for inspection.
27. Lighting certification is not part of this submittal. Contact a Lighting or Electrical engineer for
certification.
28. Direct access to equipment is required.
29. The equipment enclosure, area or room floor shall be of concrete or other nonabsorbent
material having a smooth slip -resistant finish and shall have positive drainage, including a
sump pump if necessary.
30. Equipment rooms shall either forced draft or cross ventilation.
31. Pool and Bathhouse electrical outlets to be GFCI with trip points 6mA or less with cover.
32. Pool chemicals to be stored away from other materials in a cool, dry, ventilated area with
restricted access.
33. Only NSF-60 approved chemicals shall be provided
34. Pool to have Shepherd's Hook, Straight Pole, Ring Buoy for safety equipment.
35. The deck must not have pits and crevices more than 3-" deep.
16
36. A flow meter shall be provided with properly located and proper clearances upstream and
down stream.
37. A gate to the equipment area must be provide within 10' of the equipment area.
38. The equipment room area must provide clearances for all equipment as prescribed by the
manufacturer to allow normal maintenance and removal.
39. All equipment meets NSF/ANSI Standards 50-2007.
40, Recirculation pump must have a hair and lint strainer.
41. All exposed PVC, piping will be painted for UV protection.
42. The plans meet FBC 2020, 7th Edition, Section 454.1.
43. The plans meet 2017 National Electric Code
44. All depth markers are to indicate actual depths within 3".
45. Horizontal tile used in less than 5' (1524 mm) of water must be slip resistant.
Fence
Florida Building Code requires that all public pools shall be surrounded by a minimum 48" high
fence. The fence shall be continuous around the perimeter of the pool area that is not otherwise
blocked or obstructed by adjacent buildings or structures and shall adjoin with itself or abut to the
adjacent members. Access through the barrier other than from doored exits of adjacent
building(s) shall be through self -closing, self -latching, lockable gates of 48" minimum height with
the latch located a minimum of 54" from the bottom of the gate or at least 3" below the top of the
gate on pool side. Gates shall open outward away from the pool area.
Pool Information
Area: 5,455 Square Feet
Perimeter: 547 Linear Feet
Capacity: 134,300 Gallons
Design Flow Rate: 515 GPM
Turnover: 4.3 Hours
Unit Count: 715 Non -Transient
Max. Depth: 5-0"
Min. Depth: 0'-0" (Zero -Entry)
Bather Load: 103 Persons
Vacuum System: Recreonics portable vacuum pump with filter.
Valves: Proportional flow, ball globe, or butterfly for return line, main drain, gutter and
heater by-pass or approved equal, otherwise gate.Feeders to be wired with failure proof
interlock with the recirculation pump.
Pipe: PVC Schedule 40 NSFpw
Level (Static) Line Grate: S P 10 19
Gutter: Pentair 2.5" x 6"
Main Drain: [2] 12"xl 2" VGB Compliant
Anchors: Hayward SP 1392
[1 ] 18"xl 8" VGB Compliant
Transformers: Area Lighting LG-300/12 Volt
I niets: H aywa rd S P 1425
Leaf Skimmer: Lion 10 10
Escutcheons: Frost 41661
Vacuum Head: Rainbow 214
Lights: Pentair 5G Intellibrite, RGB Color
Brush: A&B 3004
Changing
Vacuum Hose: Plastiflex
NEC 2017, Section 680.26
Shell: Concrete, 4,000 P.S.I., 28 Day,
Florida Building Code 2017 Chapter 27
Rigid Construction #4 Rebar
Life Ring: (2) 24" W/ 30'Throw Line, Jim Buoy
12" O.C.E.W.
Hook: (2) Rainbow 153
Steel: ASTM GR40, A615
Test Kit: Taylor K-2006, Taylor K-1 766 Sodium
Poles: (3) Jed, 16'Straight
Chloride
Heater: None
Testing Kit Where Applicable
ADA Lift: This pool is for the sole use of private
Ladder: SR Smith Custom
residents and their guests and will not be
See detail sheet
open for general public use - therefore this
Tread: 6" Maximum from wall, 3" Minimum
pool is exempt from ADA requirements.
from wall.
Finish: Floors and walls shall be white or
Crossed braced stainless steel, slip -resistant
pastel in color and shall have the
treads, 28"
characteristics of reflecting rather than
minimum above deck. Must have caps or
absorbing light. The finish coating shall have
bumpers that rest firmly against pool wall.
a dry lightness level (CIE L Value) of 80.0 or
greater and a wet luminous reflectance
value of (CIE Y) value of 50.0 or greater, as
determined by the test results provided by
the manufacturer, utilizing testing
methodology from American Standard ASTM
D4086,
ASTM E 147 7, ASTM E 1347.
Eauir)ment Substitutions
Post Pool Rule S
NO FOOD OR BEVERAGES IN THE POOL OR ON POOL WET
DECK. COMMERCIALLY BOTTLED WATER IS ALLOWED ON
THE POOL WET DECK FOR POOL PATRON HYDRATION.
NO GLASS OR ANIMALS IN THE FENCED POOL AREA OR 50
FEET FROM UNFENCED POOL.
BATHING LOAD 103 PERSONS.
POOL HOURS: DAWN TO DUSK.
SHOWER BEFORE ENTERING.
DO NOT SWALLOW THE POOL WATER IT IS RECIRCULATED.
DO NOT PLACE FURNITURE IN THE POOL. "M
POOL MAXIMUM DEPTH: 5 FEET
NO DIVING
WARNING: DROP OFF AT
SUN -SHELF IS 4 FEET DEEP
PUMPS TO BE INTERLOCKED WITH CHEMICAL FEEDERS. SYSTEM WILL SHUT DOWN AND
AUDIBLE ALARM WILL SOUND IF THE CHEMICAL FEED PUMPS ARE NOT IN OPERATION OR
PROPER CHEMICAL TREATMENT IS MAINTAINED.
SUBSTITUTIONS: ALL PRODUCTS SHALL
BE PROVIDED (AS SPECIFIED HEREIN) BY THE CONTRACTOR WITHOUT
EXCEPTION.
a. HOWEVER, IF A POSSIBLE SUBSTITUTION MIGHT RESULT IN A
SUBSTANTIAL COSTS SAVINGS FOR THE OWNER / CLIENT AND IT IS
DETERMINED BY GARDNER COLLINS ENGINEERING THAT THE PRODUCT SUBSTITUTION IS
ACCEPTABLE AND SUBSTANTIALLY EQUAL TO THE SPECIFIED
PRODUCT, A WRITTEN APPROVAL OF THE SUBSTITUTION WILL BE
ISSUED BY GARDNER COLLINS. THE CONTRACTOR SHALL NOT
PROCEED WITH THE POSSIBLE SUBSTITUTION UNLESS THE WRITTEN
APPROVAL IS PROVIDED BY GARDNER COLLINS. ALL SUBSTITUTION REQUESTS
SHALL BE MADE IN WRITING AND APPROVED PRIOR TO BID BY THE
CONTRACTOR AND SHALL INCLUDE THE FOLLOWING INFORMATION:
L NAME AND ADDRESS OF PROJECT
NAME OF CONTRACTOR
iii. NAME AND DESCRIPTION OF THE ORIGINAL SPECIFIED
EQUIPMENT OR MATERIAL
iv. THE SPECIFIC AMOUNT OF COSTS SAVINGS TO BE RETURNED
TO THE OWNER IF THE SUBSTITUTION IS APPROVED BY GARDNER COLLINS
(NOTE: WITHOUT A SUBSTANTIAL COSTS SAVINGS TO THE
OWNER, GARDNER COLLINS WILL MOST LIKELY DECLINE TO APPROVE ANY
SUBSTITUTION REQUEST).
Vi. FOR THE NEW PRODUCT: A COMPLETE MANUFACTURERS'CUT
SHEET, DESCRIPTIVE BROCHURE AND OR MANUFACTURERS' INSTALLATION INSTRUCTIONS,
Vii. ALL THE ABOVE INFORMATION SHALL BE PROVIDED IN
ELECTRONIC FORMAT (PDF OR SIMILAR) TO GARDNER COLLINS
b. THE USE OR INSTALLATION OF UNAUTHORIZED EQUIPMENT OR
MATERIAL(S) SUBSTITUTIONS (THOSE NOT AUTHORIZED IN WRITING
BY GARDNER COLLINS), ALTERNATE, INADEQUATE, SUB -STANDARD WORKMANSHIP,
OMISSIONS, DEVIATIONS, IMPLEMENTATION OF UNAUTHORIZED
DETAILS AND/OR UNAUTHORIZED DIMENSIONS SHALL TOTALLY
RELIEVE GARDNER COLLINS FROM ALL LIABILITY AND RESPONSIBILITY FOR THE
SAFETY OR PERFORMANCE OF THE PROJECT DESCRIBED HEREIN.
*NOTES:
1) NO NIGHT SWIMMING ALLOWED PRIOR TO
PROVIDING THE DOH WITH AN ENGINEER'S
APPROVED DECK ILLUMINATION DESIGN AND
PHOTOMETRIC CALCULATIONS STUDY AND
RECEIVING APPROVAL FROM THE DOH FOR NIGHT
SWIMMING.
2) OWNERSHIP MAY ADD ADDITIONAL RULES TO
SIGN.
3) POOL RULES LETTERS TO BE I " HIGH MIN.
EXCEPT "NO DIVING", "WARNING: DROP OFF AT
SUN -SHELF IS X FEET DEEP" AND "POOL MAXIMUM
DEPTH: X FEET" SHALL BE A" HIGH MIN.
4) MAX. POOL DEPTH TO BE 2" LETTERING.
HIGH LETTERS MIN. [TYP.1
2" HIGH LETTERS MIN.
HIGH LETTERS MIN.
RESTROOM LOCATOR SIGN
REST ROOMS
ME*
PROVIDED BY OWNERSHIP
Restrooms
Outside access to facilities shall be provided for bathers at outdoor pools and if they are not
visible from any portion of the pool deck, signs shall be posted showing directions to the
facilities. These directions shall be legible from any portion of the pool deck and the letters
shall be a minimum of one inch high. Walkways shall be provided between the pool and the
sanitary facilities, and shall be constructed of concrete or other nonabsorbant material
having a smooth slip resistant finish for the first 15 feet of the walkway measured from the
nearest pool water's edge.
Floors: smooth, non -slip, impervious, pitched to floor drains, cove wall to floor, no carpet,
duckboard or footbaths. Provide permanent towel, tissue, soap dispensers and waste
baskets. Label doors. Install hose bib w/ vacuum breaker, either in resorts or outside nearby
Water shall be from an approved potable source with air break. Diaper changing tables shall
be provided at facilities that cater to families with small children.
NOTE: Restrooms are located within 200 FT walking distance of pool
waters edge.
RESTROOM FACILITIES:
9 ARE WITHIN 200 FEET WALKING DISTANCE FROM THE WATERS EDGE.
o SHALL BE AT LEAST AS INDICATED ON THE FOLLOWING TABLE:
TOTALAREA
IN SQ. FT.
MEN'S RESTROOM
URINAL W/C LAVATORY
WOMEN'S RESTROOM
W/C LAVATORY
0-2,500
1
1
1
1
1
2,501 - 5,000
2
1
1
5
1
5,001 - 7,500
2
2
2
6
2
17,501 -10,0001
3
1 3
3
1 9 1
3
OCCUPANT LOAD CALCULATIONS
IN ACCORDANCE WITH NFPA 101, 2018 EDITION
(FROM TABLE 7.3.1.2)
SWIMMING POOL WATER SURFACE:
SWIMMING POOL DECK AREA:
SWIMMING POOL OCCUPANT LOAD
TOTAL OCCUPANT LOAD:
MINIMUM REQUIRED EGRESSES PER SECTION 7.4.1:
PANIC HARDWARE REQUIRED WHEN OCCUPANCY LOAD
IS GREATER THAN 100
5,455 50 109.1
+ 6,707 / 30 223.5
332.6-
1119
1 - 500 2 2
501-1000 3
1001 4
MINIMUM BATHER LOAD & FLOW RATE CALCULATIONS
IN ACCORDANCE WITH 2020 FLORIDA BUILDING CODE, SEVENTH EDITION
(FROM SECTION 454. 1. 1.1
UNIT COUNT: 715 NON -TRANSIENT UNITS
715 LIVING UNITS / 7 = 103 MINIMUM REQUIRED BATHER LOAD
103 REQUIRED BATHERS X 5 GALLONS PER MINUTE PER BATHER 515 MIN. REQD FLOW
POOL ILLUMINATION REQUIREMENT
(incandescent equivalent or 10 Lumens:
5,455 SF X 0.5 2,727.5 SF
2,727.5 SF/300 6.78 MIN. # OF U/W LIGHTS REQ'D 9
TOTAL NUMBER OF LIGHTS PROVIDED 11
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UNOBSTRUCTED WIDTH AROUND
THE ENTIRE POOL PERIMETER.
*MIN. UNOBSTRUCTED POOL
WET DECK
Pool Wet Deck Min. Requirement
Scale: Not to scale
POOL CALCULATIONS
Zero -Entry
Remaining
821 SF
4,078 SF
1.5 AD
122,000 GAL
9,200 GAL
386 GPM
2 HR TURNOVER
5.2 HOUR TURNOVER
77 GPM
Sun -Shelf
5455 SF
556 SF
547 LF
3,100 GAL
134,300 GAL
1 FIR TURNOVER
515 GPM
52 GPM
4.34 HOUR TURNOVER
INGRESS/EGRESS
GATE #3
INGRESS/EGRESS
GATE #4
Site Plan Notes
1. RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN
THE PERIMETER OF THE FENCE.
2. HOSE BIBB WITH VACUUM BREAKER REQUIRED ON DECK.
3. WASTE TO STORM COLLECTION SYSTEM WITH AIR GAP, MEET
LOCAL CODES, PAINT EXPOSED PVC. EACH WASTE LINE SHALL
HAVE A UNIQUE AIR GAP.
WASTE LINES FROM DIFFERENT SOURCES SHALL NOT BE TIED
TOGETHER, BUT MAY DISCHARGE INTO A COMMON SUMP OR
RECEPTACLE AFTER AIR GAP. (CONTRACTOR TO PROVIDE)
4. CONFIRM LOCATIONS AND ELEVATIONS WITH THE OWNER AND
LANDSCAPE CONTRACTOR.
5. NO FOOD OR DRINK FACILITIES WITHIN 12 FEET OF POOL
6. PROVIDE A HOSE BIBB WITHIN 25 FEET OF THE RESTROOMS
7. PROVIDE DIRECTIONAL SIGNS TO RESTROOMS
8. NO RECLAIMED WATER SHALL BE USED AS AN IRRIGATION
SOURCE FOR THE PLANTER AREAS ALONG THE POOL DECK
9. PAINT ALL EXPOSED PVC.
10. CONTRACTOR TO PROVIDE A MINIMUM 48" OF CLEARANCE
AROUND THE POOL PERIMETER. THIS CLEARANCE DISTANCE
NEEDS TO BE PROVIDED AND MEASURED FROM THE OUTSIDE
FACE OF ANY STEP RAILS AND LADDER ANCHORS.
11. POOL WET DECKS SHALL BE UNIFORMLY SLOPED AT A MINIMUM
OF 2% AND A MAXIMUM OF 4% AWAY FROM THE POOL OR TO
DECK DRAINS TO PREVENT STANDING WATER. TEXTURED DECK
FINISHES THAT PROVIDE PITTING AND CREVICES OF MORE THAN
16�� DEEP THAT ACCUMULATE SOIL ARE PROHIBITED. IF SETTLING
OR WEATHERING OCCURS THAT WOULD CAUSE STANDING
WATER, THE ORIGINAL SLOPES SHALL BE RESTORED OR
CORRECTIVE DRAINS INSTALLED.
A site Plan
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LOCATION (
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LOCATION (
INSTALL DEPTH MARKER
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LOCATION (
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LOCATION (3'-6")
MAXIMUM FLOW VELOCITIES (GPM)
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3 PRESSURE
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17
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37
DEPTH MARKER AND NO
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11
UNDERWATER LIGHTS
40
ADJUSTABLE FLOOR
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59
GUTTER FITTINGS
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..... . ............................
RPSS-1 00,
FLUSH 'SU NSHELF' NOZZLE
RECESSED TOP
FOR EASE OF F�
REMOVAL
PLAN.W&LIN
QtEE8TING DATA
N04SE: - , � to Medium
VISIBIL I TY: __ MWium
SPLASHIMIST: MedKan
WIND STABILjTY Low
AERATION High
QUALITY
3 518'
CONCRETE BACKFtLLED
AROUN BONDING LUG,
D 14OZZLE
FURNIS40
A
-&O"DfNaLUG
1A j1p
I AVACABLE AS AN
JACICESSORY iTEMI
I _M6�
- -------- RWS100-L, BRASS
WATERSTOP FITTING
(AVAIL. AS ACCESSORY ITEM)
(12 STREAMS @ 1/8-
ORIFICE) ELEVA HON
SPECIFICATIONDATA� Flush "Sunshdf' Nozzle. Machined br bronze cDnstruction. machined brass 10 orifices recessed
removable cap for easy cleaning, bonding lug, and I' (F) N,P T connection
DESIGNIAPPLICATION DATA: When Submerged, the RPISS-1 00 nozzle will produce a vertical mound of water via concentric ring
R orifices to push through the shallow water.
NOTES: 1. Sunshelf nozzle may gerierate wave turbulence in small, confined pools. requiring a dampening device
(available as accessory item); see catalog data sheet 1.5611.56a.
2. Screening at pump (.062*) to minirnize clogging potential is recommended.
3. Greater submergence creates broadei�lfuller display, b-A requires greater GPM and pressure.
4. Due to continuing product improvement program, Roman Fountains reserves the right to change the specifications
wrthotit notice.
TECHNICAL AND HYDRAULIC DATA
DIMENSIONS
SPRAY HEIGHTIPERrORMANCE
MOOELNO.j
DIM,
'A'
DIM.
111
(F)N.P.T.
(INCHES)
APPROX
SPRAY
HEIGHT
a'
12'
18'
RPSS-100
(Submerged)l
2-6116'
2-W
T
GPM
30
32_
43
HEAD Ift)
14'
20'
X I
4-
GPM
18
21
29
HEAD (ft-)
9
1Z
19'
3'
GPM
16
19
23
a
- -_
FHEZ (ft)
rr
Ill
16'
Bubbler Detail
Scale: Not to scale
The Polaris Mlntjet� is
designed to fit into a 3' x 3' tile
space, mountf-d on tile jxxiI wall,
raised beam orset into a deck.
TheMiriiijet for vinyl liner lxx)ls
(#FF.1AJ-VI.l is dicsivwd to mount if]
a vinyl finer pool wall at, or sli�,Aitly
above the water level, Its housirigcover is
available in 7 colops to match the most
popular vinyl liners available. Each brass
I - ; I I
I10Z2. C n let a justs to proFect a strearn o
water it a 4S-degree angle of
trajectory for a distance of tip to 13 feet.
FEATURES
• Versatile, low cost water effect
• Easy to install
• Jet adjustable to 45-degree angle
• I.rnv water flow requirement
• I:asv accvss to let for adjusting arc of water
• jet n removable and wplaceable
• Drain hole in housing t)over eliminates
slandilig water
- Mounting flinge atso acts as a water stop
DESIGN IDEAS
• Brass 1107,zle projects a stream of water up
to 13 ft, across a Pool
• Set pairs of opposing water strearris to form
arches meeting In the center of a pool
• create a blossom feature with multiple
klinijet,% adjuitird to convergc it) i round %pa
• Project water from a sculpted wall feature
Np,�,,, i o,o 9. 8, 1 j . 11
F-10A a ris 6�,�"aie rDesign s
N
Deck Jet Detail
Scale: Not to scale
FEATURE
FLOWS - DECK
JETS
FEATURE FLOWS - BUBBLERS
FEATURE RET. SIZE GPM
RF RPSS BUBBLER 1.5" DIA. 30 GPM
RF RPSS BUBBLER 1.5" DIA. 30 GPM
RF RPSS BUBBLER 1.5" DIA. 30 GPM
RF RPSS BUBBLER 1.5" DIA. 30 GPM
RF RPSS BUBBLER 1.5" DIA. 30 GPM
TOTAL 150 GPM
MAXIMUM FLOW VELOCITIES (GPM)
PIPE DIAMETER 'GRAVITY 2 SUCTION 3 PRESSURE
1.5 17 33 55
2.0 29 59 98
3.0 66 132 220
4.0 117 235 392 Q! oi o o n
Loi
6.0 264 529 881 L01 E0 U-) LO
8.0 470 940 1,567
10.0 734 1,469 2,448
. .......... - - ---------- - --- - ----
GRAVITY, MAXIMUM FLOW, IN GPM, AT 3.0 FPS
2
SUCTION, MAXIMUM FLOW, IN GPM, AT 6.0 FPS
3 PRESSURE, MAXIMUM FLOW, IN GPM, AT 10.0 FPS
Z
FEATURE LEGEND ::D
U-i
KEY QTY. ITEM U-J!
co
POLARIS MINI -JET
. . . . . . ........... 40 cc
............ DECK JETS
ROMAN FOUNTAINS RPSS-100 (y)
x 0 5
SERIES FLUSH BUBBLER
350 GPM TOTAL FEATURE
FLOW RATE
FEATURE
RET. SIZE
GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MiNI-JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS -JET
1.5" DIA.
5 GPM
-MINI
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
5 GPM
POLARIS MINI -JET
1.5" DIA.
1.5" DIA.
1.5" DIA.
5 GPM
POLARIS MINI -JET
5 GPM
POLARIS MINI -JET
-5 GPM
TOTAL
200 GPM
al,
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ala
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pal
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0
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AT GRADE
PLANTER
De",
BUBBLER
TYP. FOR 5
2" DIA. RETURN
NDS VALVE BOX TO BE AS
CLOSE TO DECK AS POSSIBLE
- TYP. FOR 5
1.5" DIA. DECK JET RETURN
TYP. FOR 40
2" DIA. RETURN
2" DIA. RETURN
2" DIA. RETURN
Feature Piping Schematic
Scale: 1/4 11 = 1 1-0 11
ki 0� 6f, C6�., rQ
i�E)
DECK JET
TYP. FOR 40
[4X CLUSTER OF 10]
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REV. � DESCRIPTION I DATE I
DRAWN
ZjO
DATE
12-17-2021
PERMIT SET 1 12- 10-202 1 1
CHECKED
RMT
SCALE
SHEET 6 OF 121
PE-6
W
0_
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20)
PE-10
O OD
DECK OBSTRUCTION #5-
DECK OBSTRUCTION #3
N #
9'-3" 8'-11"—8'-11" 8'-11"— 8'-11" 5'-10" 3'-b" 8' 11" -2'-9" -11" 8'-11" 8'-11" 8'-11"
U
o-
Lt
4, 3,_6„
6, 2„ 4'
AT GRADE x 1.AT QRADE DECK OBSTRUCTION #3
PLANTER „ P1,ANTER }
3'-1 " 4'-10" 4 -2 -2 --- e c Q 00
6'-6"
s.
e ~ ob
_ � �7 N � ch O NEQ. Z Q N d'
° = C)
4' 3' ® ~ >
8'-7" 5 6' b N
C PE-10 ° o •O
3 6' 18'-1" 18'-1"—15'-1" 16' 12' N _ ° U
QPE-10 i 10'-3" 10'-3".._.... ..._._.... .._..-... ..__.....,. ......... ._._... .._.... ..._.... 10'-3"._._... 7 „ ...__... ...._... ..._...,.._. .... .____..... .,.-........ ._....... � .._.... ..-._.. .. .____._. ..._.... ....... .....-...M.... ....... ._____._. ._._. PE-10 � Q Q �
-2 I
i I 12'-9"
I 13'-5" W J
8'-11 "` I
4 6'— 4 5' 9'-3"�► 1 13'-5" 0 Q Q Q
PE-10 �10
; U 0 a
4'
Lu
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8'-11" 2
, „ „_$
:. �* 3-5" 8-11 3-10 z PE-10 PE-10
I
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i Co
8'-11" ( 8'-11"�_
<< I 12'-9"
12'-9" 12'-9" 20' 13'-5"
r0 P4
9'-111, 8'-11" 8'-11" 8'-11" 8'-11" 7'-2" 8'-11" w
t , k
7'-7" 8'-7" z 8 1 „
1 1 '-8" -1
w e
E m ,
> <.pq
4'-10"
EQ.
4'-19'
12'-9„
18'-3' „
13'-5"
10'-4" 10'-4" 10'-4" 10'-4" i 14'
4'-10"
14'-2" 13'-4" 12'
3' 13' 13' 13' 3 16' g,
PE-10 b' 6'-8"
—13'-5"
4'-1 a' 4' 4' 4' 4' 3' 3
I"
A�
u
4'-6" EQ. 7'-10" U
t 4' 11'-2" 11'-2" a 0
AT GRADE mi' AT,GRADE
b'-10" 8-27PLAWERPLANTE2 348-2O
4'-9" 13'-2"fT
(x
4'- 3 6 1
...:.. .Y : ' skY`;::sy " . :•: :.u'x' .fir: o- � .;^.. ! o-p1`.; 4 ; ? .2 : L w...k,.. .x. s�ti •w. .w. ::�t v>v:w E<2:>S•i: u�+�.' � 1`I _V
9'-1 1 " 8'-1 1 "�[ 8'-1 1 " 8'-1 1 " 8'-1 1 " 9'-4" -- 8'-1 1 "---9'-4"-- 9'-
Q 1�
119'-7" 0 Q.y
O Q �
DECK OBSTRUCTION #1 3 DECK OBSTRUCTION #6 DECK OBSTRUCTION #2 a
PE-10
0
Pool Layout Plan w W
Y � I
Scale: 3/16" = 1'-0" 0 0 J
M X 0
REV. DESCRIPTION DATE
DECK OBSTRUCTIONS
OBSTRUCTION # 1: 10'-7"
OBSTRUCTION #2: 19'-11"
OBSTRUCTION #3: 10'-7" DRAWN CHECKED
OBSTRUCTION #4: 19'-11"
OBSTRUCTION #5: 1'-6"
OBSTRUCTION #6: 1'-6' ZJO RMT
DATE SCALE
TOTAL OBSTRUCTED: 64'
12-17-2021
PERIMETER: 547 LN. FT.
SHEET 7 OF 12
10% * 547 = 54.7
20& * 547 = 109.4
ALLOWED: 109.4'
OBSTRUCTED: 64'
P E•7
LEGEND
KEY
QTY.
ITEM
2
MAIN DRAIN COVER; 18"X18"
VGB COMPLIANT (RECIRC.]
MAIN DRAIN COVER; 18"X18"
1
VGB COMPLIANT [FEATURE]
DEPTH MARKER AND NO
5 1
Z
PAVER POOL
DECK SEE LA PLANS
Zero -Entry Section
Scale: 3/4 11 = 1 1-0 11
TOP BRICK COPING
12' GRATE SLOPE 1/2'
2X2 TILE,
TOP OF FORMS BROWN IN 1.
SET FORM 5" LOVER
THAN POOL MIS
Zero -Entry Section
Scale: 3/4 It= 1 1-0 It
Zero -Entry Transition Detail
Scale: Not to scale
1/4" PER FOOT SLOPE
TOWARD POOL FOR 5'
1
6 9-26VI
COPING SLOPES DOWN 1-1/2!
5'-4j"
PLASTER TOP TO MATCH COPING
PAVERS LOWER THAN FORMS
GtVJNITE& FORM
BROWN IN
BEAM SLOPE
DOWN
X
PL
ASTIC TRACK
PLASTER
DECK PAVERS SLOPE AWAY
MIN 2%, MAX 4%
Artisan Slc.--�'�ries
Tiie X�isan Series is a Dater.( peridng designier ierspred rail 6tv that pfwk-Jes an
elegant custom irook for Any pool envm-orep— They are Ov :deal cioire for pool
rtr'crvatzori priciriet-'s.
-NI.:rw : 90" 0 D
'Wa!
StaiNes 3-04 o,316;, Marine Grade* (add -MGto part v'imixe)
Optaot- Powder -coating avaiiable
Recommended ant: ors: AS- 1601' ar AS-1008 torder separately;
Strommendeti escutcheon: EP-1 OOF (order separately)
Nlwnvrn mqisirenxnt for salt pools is 3l6L Matint Grade.
Atli C0116
Haut Rao Aw4w.
W
7
6.'".
ART-1001
lilwxf RM 41AM
m1blik
4T 30*
ARTA062
sm paj ewgw
25 lb.1
84' 70'
2-
2"
ART-=
t4wot
+tt4fba
7V 41,
2*
le'lig
MIQM 100an
SACM
ART-10N,
Qwk-mw'ted Sw ptiuf 1phpi
20 bs
tv 41,
9.1ig
40 OA
7W 41'
F
1tt.Hp.....
IWIM 104"'M
Win
NOTES:
HANDRAIL SHALL NOT EXCEED 4" PROTRUSION INTO THE PEDESTRIAN WALKWAY
301
WATERLINE
DPA-61n to 30in (PARALLEL STRAIGHT GRATE)
916
PVC Cap used to secure
f iloerg[ass rods in place
15mm Fiberglass
C>-,J- Z-- 1 --A
,it
Parallel bars formed of
UV stabilized and
in
15.
All drawing dimensions supplied by Daldorado are for reference only. AD drawings are saved in a (*.dwg) file format and a provided as a service to our customers. Errors on
occassion may occur when opening a file due to Software Incompatibility. Deldorado or any authorized distributor of our products will not be hold responsible from files Which have
been converted and does not warranty the documents against deficiencies or typographical errors of any kind. We recommend that all mesurements, are verified whh the actual
physical product before any custom fabrication in the field occurs.
DPA-W to 301) GRATING I I
REVISED 2/21/18 JMS
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REV. I DESCRIPTION I DATE I
PERMITSET 1 12-10-2021 1
DRAWN
Zio
DATE
12-17-2021
CHECKED
RMT
SCALE
SHEET 8 OF 121
Rail and Ladder Detail
Scale: Not to scale
Zero -Entry Grating Detail
Scale: Not to scale
PE-8
MARKERS TO BE
WITHIN 3' OF BOTH
THESE ACTUAL DEPTHS
1 1 /7HYDROSTATIC
RELIEF IN 1 X YD.
GRAVEL
WALLS VERTICAL
+/- 5 DEGREES
Transverse Pool Section; Deep Portion
Scale: Not to scale
BULLNOSE COPING
CONCRETE DECK:
NON -SLIP, IMPERVIOUS
SMOOTH DECK. PITCH
AWAY 1/4" PER FT. MIN
1 /2" PER FT. MAX.
SEE HARDSCAPE
PLANS FOR DETAILS
6" FLAT SMOOTH
GLAZED TILE
UNDERWATER
LIGHT
WALLS OF POOL TO BE RIGID MATERIAL-.
CONCRETE/GUNITE/SHOTCRETE, 6" MIN
THICK, 4000 PSI MIN. WITH #4 REBAR 12"
O.C.E.W., 15" MIN. LAP
EXPOSED AGGREGATE POOL FINISH
[OWNER TO CONFIRM COLOR]
6" MIN. FLOOR WITH #3 REBAR 12"
O.C.E.W
3" MIN.
Gutter, Wall & Floor Detail
Scale: Not to scale
BULLNOSE WATERLINE
SLIP -RESISTANT TILE. 2"
MIN. - 12" MAX.
[OWNER TO PROVIDE
COLOR AND SIZE]
NOTE: THE LIP OF THE GUTTER
SHALL BE UNIFORMLY LEVEL
WITH A MAXIMUM TOLERANCE
OF -1"(6mm) BETWEEN THE
HIGH AND LOW AREAS
NOTE: STRUCTURAL SUBJECT TO
SUITABLE SOIL CONDITIONS
IF SETTLING OR WEATHERING OCCURS THAT
WOULD CAUSE STANDING WATER, THE
ORIGINAL SLOPES SHALL BE RESTORED OR
CORRECTIVE DRAINS INSTALLED.
STRUCTURAL SUBJECT TO SUITABLE SOIL CONDITIONS.
THE AREA OF THE POOL CONSTRUCTION
SHALL BR PROBED AT THE TIME OF CONSTRUCTION
TO VERIFY THE PRESENCE OF SUITABLE EXISTING
SOILS. ALL ORGANIC MATERIAL WILL NEED TO BE
OVER -EXCAVATED AND REPLACED
PER GEOTHECHNICAL RECOMMENDATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR PROVIDING
PROPER DEWATERING MEASURES DURING
CONSTRUCTION. HYDROSTATIC RELIEF VALVES NEED
TO BE PROPERLY INSTALLED AND VERIFIED THAT THEY
ARE WORKING PROPERLY.
CUSTOM LADDER: S.R. SMITH CUSTOM STAINLES
TREAD: 6" MAX. FROM WALL, 3" MIN. FROM WA
CROSS -BRACED, SLIP -RESISTANT TREADS, 28' MIP
ABOVE DECK.
FRAME: 1.90" O.D. X 0.65" TYPE 304 STAINLESS ST
WHITE RUBBER BUMPERS.
STEPS: ACRYLIC PLASTIC AND HAVE A SLIP -RESIT
SURFACE.
ESCUTCHEON: EP-100F, STAINLESS STEEL
ANCHOR ASSEMBLY: AS-] 00B [SEE SPEC SHEET F
Ladder Detail
Scale: Not to scale
LAWSON MLD-FGD-1212, 12"X12"
MAIN FLOOR DRAIN COVER, VGB
COMPLIANT, 365 GPM FLOOR
FLOW CAPACITY
SLIP -RESISTANT 6"6" NOTES:
nA T VY AKLJ 3r-I4LJ
DEPTH MARKING TILE -DEPTH MARKERS AND NO DIVE ADJUSTABLE FLOOR 00,
6�� 12" SEE GUTTER WALL AND FLOOR DETAIL FOR
LETTERING
WITH HIGH TILE NOT TO BE MORE THAN 2W' FLUSH RETURN FITTING STRUCTURAL SPECIFICATION
POOL SIDE FROM WATERS EDGE
-DEPTH MARKERS TO BE ON `-`-POOL SHELL
GUTTER
DECK AND INSIDE POOL AT ° a a 12F�nA-
f
WATERLINE
{
z Ilk-
COPING...[SEE HARDSCAPE i 1F >.. ,.
PLANS FOR DETAILS f
DECK SIDE
b" MIN }... } �..Y
6" PERMANENT, Y f...l t �... J.....
SLIP -RESISTANT, RED MAIN DRAIN
i, "NO DIVING„ ... f j...I y... ...I !...
f y11... r.. �..ti` ) r..
4 LETTERING , TO COLLECTION
6" INTERNATIONAL % ,' ,`' � � /f"�� /' f ,.' �
SYMBOL TILE TANK
6" MIN. '• V
�•_
j�-..--.-:.fir. ,.-y�•._... :�'�
i
+ r
C MAIN DRAIN
LINE:.. h.
#57 ROCK
TRUNK PIPE
[AS INDICATED 2" PVC HYDROSTATIC
ON POOL RELIEF LINE
PLUMBING PLAN] RUN LINE OUTSIDE DECK
INSTALL MARKING
AND NO DIVE TILE ON
DECK ITOAdjustable Floor Return Detail Main Drain Detail
SLIP -RESISTANT] J
INSTALL DEPTH Scale: Not to scale
MARKING TILE [TO BE Scale: Not to scale
SMOOTH OR GLAZED]
6" GLAZED WATERLINE
TILE [ SEE HARDSCAPE
PLANS FOR DETAILS]
POOL BEAM WITH-LAWSON MLD-FGD-1818, 18"X18"
COPING [SEE
HARDSCAPE PLANS MAIN FLOOR DRAIN COVER, VGB
FOR DETAILS -SEE
COMPLIANT
POOL WALL & FLOOR
DETAIL FOR BEAM
SPECIFICATION
6" 18" SEE GUTTER WALL AND FLOOR DETAIL FOR
STRUCTURAL SPECIFICATION
OOL SHELL
Depth Marking Details ° a
Scale: Not to scale 14" MIN. �, ._� ._1f..., ... 2"
°
1......., ...r {...
Underwater Bench Detail
Scale: Not to scale
iE AS STEPS
H NOT TO BE LOCATED IN
TER THAN 4'-11" OF WATER
I
Feature Drain Detail
Scale: Not to scale
`MAIN DRAIN
TO COLLECTION
TANK
8" PVC MAIN DRAIN
LINE
#57 ROCK
2" PVC HYDROSTATIC
RELIEF LINE
RUN LINE OUTSIDE DECK
62
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REV. I DESCRIPTION I DATE
I7
101 MTAT]
zio
DATE
12-17-2021
PERMIT SET 1 12-10-2021
CHECKED
RMT
SCALE
SHEET 9 OF 121
PE-9
28"
40" I
28" Mlr
40" MA
3
36"
4 Pool Section 1
Scale: 1/2 11= 1'-0"
;. • • Handrail -• - • •
3� ky
iii,s • - �
.�.
SUN SHELF MUST HAVE A DARK CONTRASTING
SLIP -RESISTANT TILE MARKING AT THE EDGE OF THE
SHELF AND THE POOL WALL EXTENDING 4 INCHES
(102 MM) FROM THE HORIZONTAL SHELF EDGE
SURFACE. ADDITIONALLY, A 2-INCH (51 MM)
CONTRASTING TILE LINE IS REQUIRED ON THE
VERTICAL POOL WALL AT THE EDGE OF THE SHELF
4
DEPTH MARKERS OF THE ADJACENT POOL
DEPTH AT THE SUN SHELF EDGE AND
NO -DIVE MARKERS SHALL BE PLACED ON
THE SUN SHELF FLOOR, EVERY 10 FEET (3048
MM) OR LESS, ALONG A LINE NO MORE
THAN 1 FOOT (305 MM) BACK FROM THE
EDGE OF THE SUN SHELF ABOVE THE DEEPER
POOL
DEPTH MAY VARY
i
28" Mlr
40" MA
I
1
3
I
I
42"
Pool Handrail & Step Section 3
Scale: 3/4" = 1'-0"
SUN -SHELF SHALL HAVE AT LEAST
ONE HANDRAIL 1.90" O.D. RAIL; TYP.
28" MIN.; 40" MAX.; SEE HARDSCAPE PLANS
FOR FINAL SELECTION
FOR GRAPHICAL PURPOSE ONLY - RAIL STYLE MAY
VARY
SUN -SHELF SHALL HAVE AT LEAST
ONE HANDRAIL 1.90" O.D. RAIL; TYP.
28" MIN.; 40" MAX.; SEE HARDSCAPE PLANS
FOR FINAL SELECTION
��
4
4' MAX.
15'-2" - -- -- _.__. - _. - _- .-_,r- .-- - ____ ..-_ -_. _._- _-___._ _.__ __._ - ._ _
1 If 9" \....12'
28" MR
40" MA
42"
Pool Handrail & Step Section 5
Scale: 3/4" = 1'-0"
Riser Detail
Scale: 3/4" = 1'-0"
FRONT 3/4" TO 2" AND
TOP 2" OF RISER SHALL
BE TILE, DARK
CONTRASTING WITH
INTERIOR COLOR OF
POOL. TILE TO BE
SLIP -RESISTANT.
[TYP. FOR ALL STEP
TILE
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REV. I DESCRIPTION I DATE
DRAWN
ZJO
DATE
12-17-2021
PERMIT SET 1 12-10-2021 1
CHECKED
RMT
SCALE
SHEET 10 OF 121
Sun -Shelf Section 2
ss�
PE-10
ef�
120
100
so
60
40
20
0 4
0
PENTAIR EQ SERIES PERFORMANCE CURVE
EQ1000
100 200 300 400 Soo 600
FLOW RATE IN U.S. GPM
RECIRCULATION PUMP CURVE
--so
70
-20
Z m 0,
WCL =
y 'n
z
uj
_-20
- 10
0
700
MARK
DESCRIPTION
VOLTAGE
MANUFACTURER & MODEL NO.
MAIN LUG BREAKER PANEL
(24 CIRCUIT)
120/240V
SIEMENS, PW2442L3200CU
RECIRCULATION PUMP
208-230/460V
PENTAIR, EQKT1000, 10 HIP
100 W SERVICE LIGHT FIXTURE
115V
INTERMATIC, VPXG11GCI 10OW
CHLORINE FEEDER PUMP
115V
STENNER, 8SMS
ACID FEEDER PUMP
115V
STENNER, 45MS
SERVICE GFCI
115V
PASS & SEYMOUR
CHEMISTRY CONTROLLER
115V
CES, MR3
DECK JET PUMP
208-230/460V
SPECK, 95X, 7.5 HIP
BUBBLER PUMP
208-230/460V
PENTAIR, MAX-E-PRO XF VS, 5 HP
EXHAUSTFAN
115V
DAYTON 273 CFM
POOL LIGHTING (11)
115V
AMERITILITE, 10OW LED EQUIVALENT
POOL LIGHTING TRANSFORMER (3)
115V
PENTAIR, PX300 30OW TRANSFORMER
CHLORO-SAUNE GENERATOR
115V
CES, CHLOAKING SM15.0
FEATURE TIMER (2)
115-208/230V
INTERMATIC, T-101, 24 HR MECH TIMER
ELECTRICAL SPECIFICATION PROVIDE BY
AQUAWORX USA
4
FIELD CAST 6" THICK, 2500.
CONCRETE FOOTING UNDER
STEEL FRAME & COVER
FILTER EQUIPMENT CABINET
SAND FILTERS SET ON CONCRETE PAD
4,000 PSI CONCRETE
#3 REBAR @ 6" O.C.E.W.
6" THICK MIN.
SIDEWALL VENT
(TYP BOTH SIDES)
1" x I" STEEL FRAME
FRAME ON BRICKS
AS NEEDED
u-1-1 I I w vv I
(TYP OF 3)
SAND FILTER EQUIPMENT SCHEMATIC LAYOUT
FEEDER & CIRCUIT SCHEDULE:
CONDUCTORS
MARK
PHASE
NEUTRAL
GROUND
CONDUIT
REMARKS
PANEL FEED
A2
348
1 - #8
ill
UL SEALTITE
3410
1-#10
1/2"
SEALTITE TO PANEL
AA3
4
1412
1-#12
1-#12
1/2"
SEALTITE TO LIGHT
AS
1412
1-#12
1-#12
1/2"
SEALTITE TO PANEL
A6
1412
1-#12
1-#12
1 1/2"
1 SEALTITE TO PANEL
CONDUCTORS AND CONDUIT INSTALLED BY OTHERS
PANEL SCHEDULE:
THREE PHASE, 4-WIRE -- 208Y/120 VAC OR 240 VAC INSULATED/BONDABLE NEUTRAL
CURRENT WITHSTAND RATING MAX. RMS. SYMI. 10,OOOA 12/240V
CIRCUIT
POLE
TRIP
LOAD
AMPS
1-3
3
50AGFI
RECIRC. PUMP W/(2) INTERLOCKED CHEM. CONT
29.8
4-6
3
SOAGFI
DECKJETPUMP
19.9
7-9
3
30A GFI
-BUBBLER PUMP
13.8
10
1
20AGFI
POOL LIGHT TRANSFORMER #1
10.0
11
1
20A GF1
POOL LIGHT TRANSFORMER #2
10.0
12
1
20AGFI
POOL LIGHT TRANSFORMER #3
3.3
13
1
20A GFI
CHLORO SALINE GENERATOR
7.5
14
1
20A
SERVICE LIGHT
1.5
15
1
20A
SERVICE GFCI
3.0
16
1
20A
EXHAUST FAN
3.1-
SPARE
TOTAL MAXIMUM LOAD
101.9
FILTER EQUIPMENT CABINET
FRONT ELEVATION
FILTER TANK
FRONT ELEVATION
132"
FILTER EQUIPMENT CABINET
PLAN
b
LABELED- LABELED:
"ACID" "CHLORINE"
A
DECK JET PUMP
(9
1" FROM SALINE
6" FLOWMETER- 3" FROM HEATER
THERMOMTER- 6" DECK JET SUCTION
CHEMICAL INJECTION POINTS- - 3" TO HEATER
6" RECIRC RETURN TO POOL- 1" FROM SALINE
4" DECK JET RETURN - 6" RECIRC RETURN FROM FILTER PACK
10OW SERVICE LIGHT F BUBBLER PUMP
. ......... .
SALT CHLORINE GENERATOR
0 0
ELECTRICAL PANEL---;
...........
SALT CHLORINE CONTROLLER
VFD f
VFD CHEMISTRY CONTROLLER
EXHAUST FAN
CHLORINE FEEDER
6" RECI RC SUCTION un! nc:)
4
pH FEEDER
__�3- �BUBBLER RETURN
RECIRC P1 IMP - 6" RECIRC RETURN TO FILTERS
4" BUBBLER SUCTION
FILTER EQUIPMENT CABINET
PLAN
26'
60
NotKutiAllmu MUUINltu
ALUMINUM RAILING
EQUIPMENT COVER
SIDE ELEVATION EQUIPMENTCOVER
SIDE ELEVATION
BACKWASH SUMP DETAIL
VACUUM FILTER ELEMENTS
(TYP OF 5)
6" DECK JET PUMP SUCTION
4-1
NOTES:
1. PLUMBING - ALL PIPE & FITTINGS SHALL BE SCHEDULE 40 PVC PER ASTM D1785 AND N.S.F. APPROVED AND STAMPED FOR
POTABLE WATER APPLICATIONS. JOINTS TO BE SOLVENT WELDED PER ASTM D2855. ALL PLUMBING AND MATERIALS TO CONFORM
TO FLORIDA BUILDING CODE 2020 - SEVENTH EDITION.
2. ELECTRICAL - ALL ELECTRICAL EQUIPMENT WIRING, INSTALLATION AND GROUNDING OF POOL COMPONENTS SHALL CONFORM TO
NATIONAL FIRE PROTECTION ASSOC. 70, NATIONAL ELECTRICAL CODE (N.E.C.) LATEST EDITION AND ALL APPLICABLE LOCAL CODES.
CHEMICAL FEED PUMPS TO BE INTERLOCKED WITH THE RECIRCULATION PUMP.
3. EQUIPMENT - ALL PUMPS, FILTERS AND DISINFECTION EQUIPMENT SHALL BE TESTED AND APPROVED BY THE PERTINENT
MANUFACTURER USING THE NSF/ANS1 STANDARD 50 AND LISTED AS APPROVED BY THE NSF.
4. THE FILTER ROOM FLOOR IS SLIP RESISTANT AND SLOPED TO FLOOR DRAINS
S. ALL PLASTIC PIPING SUBJECT TO PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM ULTRAVIOLET
LIGHT DEGRADATION.
6. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES (E.G. POOL, SPA, OVERFLOW,
SUMP PUMP) SHALL NOT BE TIED TOGETHER BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE.
7. THE WASTE LINE MUST BE CONNECTED TO AN APPROVED WASTE DISPOSAL SYSTEM ACCORDING TO LOCAL OR STATE CODES.
B. ALL COLLECTOR TANKS SHALL HAVE COVED INTERSECTIONS AND SLOPE TO THE TANK DRAIN.
9. AN AUTOMATICAND MANUALWATER MAKEUP CONTROL MUST BE PROVIDEDTO MAINTAIN THE WATER LEVELATTHE LIP OFTHE
OVERFLOW GUTTER OR AT THE MOUTH OF THE RECESSED AUTOMATIC SKIMMERS AND MUST DISCHARGE THROUGH AN AIR GAP
INTO A FILL PIPE OR COLLECTOR TANK. OVER THE RIM FILL SPOUTS ARE PROHIBITED.
10. A RATE OF FLOW INDICATOR, READING IN GPM, SHALL BE INSTALLED ON THE FILTER RETURN LINE. THE RATE OF FLOW
INDICATOR SHALL BE PROPERLY SIZED FOR THE DESIGN FLOW RATE AND SHALL BE CAPABLE OF MEASURING FROM ONE HALF TO
AT LEAST ONE -AND -ONE-HALF TIMES THE DESIGN FLOW RATE. THE CLEARANCES UPSTREAM AND DOWNSTREAM FROM THE
RATE OF FLOW INDICATOR SHALL COMPLY WITH THE MANUFACrURER'S INSTALLATION SPECIFICATIONS.
11. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE - SEVENTH EDITION
FILTER EQUIPMENT LIST
RECIRCULATION PUMP
PENTAIR EQKT1DOO, 10 HPWITH BASKETSTRAINER, SELF -PRIMING,
515 GPM @ 60'TDH, 208-23OV, 30, 26AA
VFD (RECIRC)
CES, PFDX 10 HP VARIABLE FREQUENCY DRIVE
DECK JET PUMP
SPECK, 95X, 7.5 HP WITH BASKET STRAINER, SELF -PRIMING,
250 GPM @ 60' TDH, 208-23OV, 30,19.9A
VFD (DECK JET)
CES, PFDX 7.5 HP VARIABLE FREQUENCY DRIVE
FILTER ELEMENTS (DECK JET)
UNICEL, ST155, 1S5 SQ FT EACH, 775 SQ FT TOTAL (290 GPM MAX)
BUBBLER PUMP
PENTAIR MAX-E-PRO XF VS, 5 HIP WITH BASKET STRAINER,
SELF -PRIMING, 150 GPM @ 60- TDH, 208-23OV, 30,13.9A
FILTER TANK
AT1100, 1100 GALLON CAPACITY
SAND FILTER (3)
48" VERTILAL SAND FILTER, 12.15 SQ. FT., 315.45 SQ. FT. rO7AT
547 GPM FILTRATION CAPACITY
WATER LEVEL CONTROL
AQUATEK HYDRAULIC VALVE W/ MANUAL FILL VALVE & RESERVOIR
CHLORINE FEEDER
STENNER 85MS, 85 GPD CAPACITY, 11OV, 13A
CHLORINE RESERVOIR TANK
65 GALLON WITH LOCKABLE LID
pH FEEDER
STENNER 45MS, 50 GPD CAPACITY, 11OV, 13A
pH RESERVOIR TANK
30 GALLON WITH LOCKABLE LID
RECIRC FLOWMETER
6" BLUE/WHITE F-30600P, 170 TO 1100 GPM RANGE
THERMOMETER
PRECISION INSTRUMENT CO B2B1-K WITH 1/2" NPTTHERMOWELL
30* TO 240*F RANGE
VACUUM GAUGE
WIKA, 0-30 IN HG, LIQUID FILLED, 1/4" NPT, 2" FACE DIAMETER
CHEMISTRY CONTROLLER
CES, MR3, CHEMISTRY CONTROLLER WITH SALINE COMPATIBILITY
CHLORO-SALINE GENERATORI
CES, CHLORKING SM15.0, 15 LBS PER DAY 115V
6" RECIRC SUCTION
8" FEATURE DRAIN J
10" GUTTER DRAIN
PIPE AND VALVES CHART
LINE FUNCTION
SIZE
MAIN DRAIN
101.
GUTTER DRAIN
101.
FEATURE DRAIN
8"
STATIC LINE
2"
FRESH WATER FILL
1.1
OVERFLOW
3"
RECIRCULATION PUMP SUCTION
6"
RECIRCULATION RETURN TO FILTERS
6..
RECIRCULATION RETURN
6"
DECK JET PUMP SUCTION
6"
DECK JET RETURN
4"
BUBBLER PUMP SUCTION
4"
BUBBLER RETURN
3"
TO SALINE
V.
FROM SALINE
I.,
BACKWASH LINE (3)
3"
4" DIA. POOL MAINTENANCE LINE
GRAVEL FLOOR
8" MAINTENANCE DRAIN LINE TO STORM
DRAINAGE SYSTEM- VIA AIR GAP (REFER TO
PLUMBING DRAWINGS FOR CONTINUATION
OF PIPE)
4" BUBBLER PUMP SUCTION
10" MAIN DRAIN
1" AUTOFILL
2" LEVEL CONTROL
2" OVERFLOW WITH
CHECK VALVE
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REV. DESCRIPTION DATE
PERMIT SET 12-10-2021
DRAWN ICHECKED
zio IRMT
DATE ISCALE
12-17-2021
SHEET OF 121
FILTER TANK
SIDE ELEVATION
FILTER TANK
COMPONENTS ID - PLAN
FILTER TANK
COMPONENTS ID - PLAN
PE-1 I
Pentair vhdw
a% 0 ,
Intel I i io n4I.,,2.�'5 g
Underwater Pool
Color -Changing LED Light
Installation and User's Guide
IMPORTANT SAFETY INSTRUCTIONS
READ AND FOLLOW ALL INSTRUCTIONS
SAVE THESE INSTRUCTIONS
Pool Light Specifications 1 of 3_
Obtained from manufacturer - Pentair
14
8
1 . Feed cord through conduit to Junction Box, leaving at least tour (4)
feet of cord at the light fixture to coil around the light; see Figure I . on
page 7. The four (4) feet of cord around the light allows the light to be
ser%nced after the pool is filled with water.
2. Cut the cord at the Junction Box, leaving at least six (6) inches of
cord to make connections.
3. Strip back six (6) inches of the outer cord jacket to expose the three
insulated wires (be careful not to damage the insulation on the three
(3) inner wires.).
4� Connect all three (3) wires to the corresponding circuit wires in the
Junction Box and secure the Junction Box cover in place.
Mmprw� --- it the light is not submerged in water and powered on for
more than 10 minutes, the light will switch off for a cooling down period of
10 minutes then power back on. This circuitry protects the light from being
potential damage.
5. Install the IntelliBrite light assembly into the niche
and tighten the special bronze pilot screw (see
Figure 1. on page 7.
1�� Use only the special pilot screw
provided with this underwater light. This screw mounts
and electrically grounds the housing securely to the
mounting ring and wet niche Failure to use the screw
provided could create an electrical hazard which could
result in death or serious injury to pool users, installers or
others due to electrical shock.
Pilot screw
(brass)
6. Fill the pool until the underwater light is completely submerged in
water before operating the light for more than ten (10) seconds.
T Final check for proper light operation: To check for proper
operation, switch on the main switch or circuit breaker. and the switch
that operates the IntelliBrile underwater light itself. The light should
illuminate when power is applied. If not recheck the installation steps
starting with Step 1.
Intelli Bi ite' 5g Pool LED Light hi�iallation and User's Guide
Pool Light Specifications 2 of 3.
Obtained from manufacturer - Penfair
Pool Bonding Plan
Scale: Not to scale
To GF0, QrcW
Breakler u4 —
Pmw Swrce.
Figure 1.
FVd —
C*rKwft
4'min.
#8 AWG Ground
Connector bonding
is located at rear
of niche,
484
min.
8' min. Junction Box or Low
Voltage Transformer, to the
max, water level of the pool.
rrdn. to top of Lens.
Concrete must be cut
back around niche to
allow for a compacted
plaster seal.
Coil 4 ft of light
cable arixind fbdure.
Pool Light Specifications 3 of 3
Obtained from manufacturer - Pentair
Z
# 8
WIF
NOTE: ALL METAL LOCATED WITHIN
5 FEET OF POOL WATER SHALL BE
BONDED.
NOTE: JUNCTION BOXES TO BE LOCATED ALONG
THE EDGE OF DECK AND 12" ABOVE COPING
WEDGE
ANCHOR
HANDICAPPED LIF] W1 GROUNDING
(Zr-PF\A1
/S LADDER
,ND/OR HANDRAIL
Pool Bondi ail
Scale: Not to scale
BONDING NOTES
THE BONDING GRID MUST COMPLY WITH EITHER (A) OR (B) AND BE ATTACHED TO THE
CONDUCTIVE POOL REINFORCING STEEL AT A MINIMUM OF FOUR POINTS UNIFORMLY SPACED
AROUND THE PERIMETER OF THE ALLS OF A POOL, OUTDOOR SPA OR OUTDOOR HOT TUB.
ALTERNATE MEANS
WHERE STRUCTURAL REINFORCING STEEL IS NOT AVAILABLE OR IS ENCAPSULATED IN A
NONCONDUCTIVE COMPOUNT, A COPPER CONDUCTOR(S) SHALL BE UTILIZED WHERE THE
FOLLOWING REQUIREMENTS ARE MET.
• AT LEAST ONE MINIMUM 8 AWG BARE SOLID COPPER CONDUCTOR SHALL BE PROVIDED.
• THE CONDUCTORS SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE.
• ONLY LISTED SPLICES SHALL BE PERMITTED (SPLIT -BOLTS)
• THE REQUIRED CONDUCTOR SHALL BE 450-600 MM (18"-24") FROM THE INSIDE WALLS OF THE
POOL.
• THE REQUIRED CONDUCTOR SHALL BE SECURED WITHIN OR UNDER THE PERIMETER SURFACE
100 MM TO 150 MM (4" TO 6") BELOW THE SUBGRADE. CONNECT THIS SINGLE 8 AVVG
COPPER WIRED WITH SPLIT BOLTS ON THE COPPER "WHIPS'' LOCATED AT FOUR EQUAL POINTS
OF THE POOL.
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REV. � DESCRIPTION I DATE
PERMITSET 1 12-10-202 1
DRAWN CHECKED
Z-10 RMT
DATE SCALE
12-17-2021
1 SHEET 12 OF 121
PE-12