HomeMy WebLinkAbout2343 Blue Grouse Ln 18-4685 PoolSvv*i
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2343 Blue Grouse Lane
Sanford, Flor*i(J,a 32773
Seminole County
Location Map
Scale: Not to scale
DRAWING INDEX
SHEET 1 - COVER SHEET
SHEET 2 - NOTES & SPECIFICATIONS
SHEET 3 - POOL SITE PLAN
SHEET 4 - POOL PLUMBING & LAYOUT PLAN
SHEET 5 - POOL DETAILS
SHEET b - POOL EQUIPMENT DETAILS
SHEET 7 - POOL BONDING PLAN
SANFORD BUILDING DIVI lQ J
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK .AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REOUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
PERMIT # /y�.�
400 rAp /
20IJ
r
SANFORD FIRE DEPARTMENT
THESE PLANS ARE REVIEWED AND
CONDITIONALLY ACCEPTED FOR
PERMIT. AN ISSUED PERMIT SHALL BE
DEEMED PERMISSION TO PROCEED
WITH WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THESE PROVISIONS OF
THE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A PERMIT PREVENT THE
FIRE PREVENTION DIVISION FROM
THEREAFTER REQUIRING A
CORRECTION OF ERRORS ON THE
PLANS, CONSTRUCTION OR OTHER
VIOLATIONS OF THE CODE,
01=RMIT * -_ __ uj ,
Sheet 1 of 7
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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.
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 2017, 6th Edition, Chapter 27, NEC 2014, 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 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
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 3s" deep.
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 2017, 6th Edition, Section 454.1.
43. The plans meet 2014 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.
POOL INFORMATION
Area: 1,144 Square Feet
Perimeter: 135 Linear Feet
Capacity: 38,000 Gallons
Unit Count: 280 Non Transient Units
Turnover: 3.0 Hours
Design Flow Rate: 210 GPM
Deck Area: 2,525 Square Feet
Length: 37'-0"
Width: 29'-2"
Depth Max: 5'-0"
Depth Min: 3'-6"
Pool Filter: Vak-Pak AP30, Vacuum D.E., (30) Elements, 3.75 Sq. Ft. Ea.
112.5 Sq. Ft. Total, 225 GPM Capacity
Pool Recirculation Pump: Speck 95 -IX, 5.0 HP, 210 GPM @ 50' TDH
Pool Vacuum Pump: Pentair 34-0039 1.5 HP
Chemical Feeders: Stenner 45M5 (cL), 50 GPD - 40 Gallon Chemical Tank
Stenner 45M2 (pH), 10 GPD - 20 Gallon Chemical Tank
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
Gutter: Pentair 540063 (2" X 4")
Flow Meter: Blue White CF30300P
45-240 GPM Flow Range
Anchors: Hayward SP1392
Transformers: Area Lighting LG -300/12 Volt
Leaf Skimmer: Lion 1010
Vacuum Head: Rainbow 214
Brush: A&B 3004
Vacuum Hose: Plastiflex
Shell: Concrete, 3,500 P.S.I., 28 Day,
Rigid Construction
Steel: ASTM GR40, A615
Poles: (3) Jed, 16' Straight
Heater: N/A
ADA Lift: None
Level (Static) Line Grate: SP1019
Main Drain: 12"x12" VGB Compliant
Inlets: Hayward SP1425
Escutcheons: Frost 41661
Lights: Pentair 5G Intellibrite, White LED
NEC 2014, Section 680.26
Florida Building Code 2017 Chapter 27
Life Ring: (2) 24" W/ 30' Throw Line, Jim Buoy
Hook: (2) Rainbow 153
Test Kit: Taylor K-2006
Ladder: Smith LFB-36B
Tread: 6" Maximum from wall, 3" Minimum from wall.
Crossed braced stainless steel, slip -resistant treads, 28"
minimum above deck. Must have caps or bumpers that
rest firmly against pool wall.
Finish: Floors and walls shall be white or pastel in color
and shall have the characteristics of reflecting rather
than absorbing light. The finish coating shall have 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 E1477, ASTM E1347.
POST POOL RULE SIGN
NO DIVIN
NO GLASS OR ANIMALS IN THE FENCED POOL AREA
NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK
SHOWER BEFORE ENTERING POOL
DO NOT SWALLOW THE POOL WATER
MAXIMUM POOL BATHING LOAD: 38 PERSONS
POOL HOURS: DAWN a.m. TO DUSK p.m.
(until lighting certified)
SEE NOTE 3
"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 1" HIGH MIN. EXCEPT "NO DIVING"
SHALL BE 4" HIGH MIN.
RESTROOM LOCATOR SIGN
REST ROOMS
PROVIDED BY OWNERSHIP
RESTROOMS
- 4" BLOCK Outside access to facilities shall be provided for bathers at outdoor pools and if they are not
- LETTERS 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
F 1" BLOCK LETTERS 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,
LETTERING TO BE duckboard or footbaths. Provide permanent towel, tissue, soap dispensers and waste
DARK AND baskets. Label doors. Install hose bib w/ vacuum breaker, either in resorts or outside nearby.
CONTRASTING TO Water shall be from an approved potable source with air break. Diaper changing tables shall
BACKGROUND be provided at facilities that cater to families with small children.
E*
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
URINAL
RESTROOM
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
7,501-10,000
3
3
3
9
3
OCCUPANT LOAD CALCULATIONS
IN ACCORDANCE WITH NFPA 101, 2015 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
1,144 + 50 = 22.9
+ 2,525 - 30 = 84.2
107.1
107
1-500 2 2
501-1000 3
> 1001 4
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 2017, SIXTH EDITION
FLORIDA PLUMBING CODE, 2017
NATIONAL ELECTRIC CODE (NEC) 2014
NATION FIRE PROTECTION ASSOCIATION 2014 (NFPA) 70 (Update)
NATION FIRE PROTECTION ASSOCIATION 2015 (NFPA)101
Sheet 2 of 7
= 1171:14
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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
as" 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.
Site Plan
Scale: 3/16" = V-0"
POOL EQUIPMENT
PACK
MINIMUM 48"
uIn u rfrk err
POOL RINSE
SHOWER WITH
HOSE BIBB &
VACUUM BREAKER
LEGEND
E
ELECTRICAL SUPPLY
S
WASTE LINE
P
POTABLE WATER SUPPLY
Sheet 3of7
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3" DIA. MAIN DRAIN 3" DIA.
MAXIMUM FLOW VELOCITIES (GPM)
PIPE DIAMETER
'GRAVITY
'SUCTION
'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
' 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
HYDRAULIC DESIGN MEETS FBC 2017,
6TH EDITON
LEGEND
(2) LIGHTS
O
(10)ADJUSTABLE FLOOR
00
RETURNS
LU
(1) 12"x12" MAIN
DRAIN LAWSON
0-
(15) PENTAIR 540036 GUTTER
MLD -FGD -12-12, 12"x12 -
"(1)
FITTINGS (2"x4")
w
(I )LEVEL
LIMITS OF POOL
COPING
V
(1) VACUUM FITTING
(1) LADDER
(9) DEPTH MARKER(S)
cn
(9) "NO DIVING" MARKER(S)
NOTES:
®
1. DEPTH MARKERS TO INDICATE
a
ACTUAL DEPTH WITHIN 3 INCHES.
2. ALL CORNERS TO HAVE A
MINIMUM 2" RADIUS.
FITTING LOCATIONS AND PIPE ROUTINC
ARE SHOWN IN SCHEMATIC FORM TO
ILLUSTRATE DESIGN AND INTENT.
INFORMATION NOT SPECIFIED OR
DETAILED IS ABLE TO BE ADJUSTED BY
THE POOL CONTRACTOR TO FACILITATE
INSTALLATION OR ADJUST TO FIELD
CONDITIONS
POOL MAIN DRAIN COVER - 1.5 FPS
MAX. FLOW LAWSON
MLD -FGD -1212, 12"X12" VGB
COMPLIANT MAIN DRAIN COVER
WITH 81.31N OPEN AREA; 380 GPM
AT 1.5 FPS.
POOL PLUMBING PLAN
SCALE: 1/4 If = 1'-0"
Z
:2
POOL LAYOUT
SCALE: 1/4 =
PLAN
11-011 '-0"
Sheet 4 of 7
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I �
28" MIN. S.R. SMITH 1.0" OD
40" MAX. CUSTOM RAIL
ANCHOR
46"
9"
9"
9"
BULL CAP
IP -RESISTANT
MARKERS TO WITHIN 3"
OF BOTH THESE ACTUAL DEPTHS
2'-6"
MIN. STRAIGHT
WALL
R2'-6'
► MAX.
5'-0"
3'-0"
rN.
y n e
MIN n'
6 y\// ,%\'/✓ j �� f4 � % ANCH 10 MAX. a `/ 11 �J y
... �+ \' `. �/ 'i;!/MAX. / /. /\ +'/ / �•.°'//Y/
/../ /�/. / �';•,,/,,/,�/, •./ a,/ � /....%`�``• % �,../ �,,,/ ��'.�'',•,./, / �'/j:t ,�",.//l/.�.�/.,/i,/ /i:: ,`�, IN 1 4 YD. GRAVEL: � .,�;ti. ,. \4,., , \\ �\ ti;, ,..
NOTE: ALL STEP TILE SHALL BE SLIP -RESISTANT 28" MIN. HEIGHT FOR EACH {
RAIL IN Transverse Pool Section, Deep Portion
MUNSELL, COLOR VALUE FROM 0-4, (DARK) & RISER
BOTTOM STEP
CONTINUOUS AROUND ENTIRE STEP.
INTERMEDIATE STEPS SHALL BE UNIFORM IN WIDTH Scale: Not to scale.
AND HEIGHT.
ALL SLIP -RESISTANT TILE SHALL HAVE A COEFFICIENT
OF FRICTION OF AT LEAST 0.6 AS MEASURED USING
ASTM C 1028.
HOOK FOR SHEPHERDS
16' POLE AND SHEPHERDS
4X6 ALUMINUM POST, POWDER COATED
RAL 9006, WHITE ALUMINUM, TOP
BEVELED, SEE DETAIL SAME PAGE
16' POLE AND SHEPHERDS HOOK
HOOK FOR ROPE WITH A SUFFICIENT
AMOUNT TO REACH ALL PARTS
OF THE POOL
LIFE SAVER
CONCRETE FOOTER
SEE STRUCTURAL
DRAWINGS
Life Safety Equipment
Scale: Not to scale.
4X6 ALUMINUM POST, POWDER COATED
RAL 9006, WHITE ALUMINUM, TOP
BEVELED, SEE DETAIL SAME PAGE
HOOK FOR ROPE WITH A SUFFICIENT
AMOUNT TO REACH ALL PARTS
OF THE POOL
16' POLE AND SHEPHERDS HOOK
–LIFE SAVER
LIFE -SAFETY EQUIPMENT
MUST BE LOCATED FLUSH
WITH POOL DECK
CONCRETE FOOTER
SEE STRUCTURAL
DRAWINGS
6" MIN.
MAR VCne 'r^ x"Tulk" 711
OF BOTH THI
2'-6"
MIN. STRAIGHT
WALL
Transverse Pool Section, Shallow Portion
Scale: Not to scale.
TRUNK PIPE
(AS INDICATED ON POOL
PLUMBING PLAN)
ADJUSTABLE FLUSH FLOOR
RETURN
HAYWARD SP 1425
L 1.5" DIA'
Adjustable Floor Return Detail
Scale: Not to scale.
6" MIN.
ALLS VERTICAL +/- 5°
KCAL +/- 5`
12"
COPING
(CONFIRM)
6 FLAT SMOOTH
:��-7
GLAZED TILE
BULL NOSE
COPING
PAVER DECK: NON
SLIP, IMPERVIOUS SMOOTH
DECK, PITCH AWAY
—)i
1/411 PER FT. MIN.
1/2" PER FT. MAX. •��
12" /
VACUUM
FITTING
6" MIN. ---- -./\
WALL i
WALLS OF POOL TO BE RIGID
MATERIAL. CONCRETE/GUNITE/ `•
SHOTCRETE, 6" THICK, 3,500 PSI MIN.
WITH #3 REBAR, 12" O.C.E.W.
15" MIN. LAP
NOTE: STRUCTURAL SUBJECT T
SUITABLE SOIL CONDITIONS
j
IF SETTLING OR WEATHERING OCCURS THAT
WOULD CAUSE STANDING WATER, THE
ORIGINAL SLOPES SHALL BE RESTORED OR
12"
GUTTER
811
_ MAX.
12"
MAX.
18" MIN.
BULLNOSE WATERLINE
SLIP -RESISTANT TILE
12" MIN. - 12" MAX.
(OWNER TO PROVIDE
COLOR AND SIZE)
UNDERWATER
POOL LIGHT
EXPOSED AGGREGATE
SLIP -RESISTANT
(OWNER TO CONFIRM
COLOR)
2" 6" MIN. FLOOR
r3# REBAR @ 12
CLEAR J
O.C.E.W.
CORRECTIVE DRAINS INSTALLED.
zCLEAR y
Gutter, Wall & Floor Detail
Scale: Not to scale.
2" I.P.S. HYDROST/
RELIEF TUBE (IF REQUII
GRAVEL ROCK
(IF REQUII
/
' 2"WATERWAY
1720-V
:OMPLIANT
FLOOR
Scale: Not to scale.
DRAIN Tb
:CTOR T�NK
3LASS DRAIN
(SEE DE$AIL
;HEET
JG
0
SLIP -RESISTANT 6"X6"
MARKER TILE WITH 4"
LETTERING
BRICK COPING
PERMANENT, SLIP -RESISTANT;
RED "NO -DIVING" INTERNATIONAL
SYMBOL
INSTALL MARKER AND NO DIVING TILE
ON DECK. TO BE SLIP RESISTANT
12" WIDE BEAM WIT
BRICK COPING
4'-0" (48")
MIN.
CLEARANCE
BEHIND
LADDER
POOL SIDE
4" MIN.
3 TJ 6 1 IN
DECK SIDE
NOTE: DEPTH MARKERS AND NO DIVING TILE
NOT TO BE MORE THAN 24" FROM WATERS
EDGE. DEPTH MARKERS TO BE ON DECK AND
INSIDE POOL AT WATER LINE.
Depth Marker Details
Scale: Not to scale.
30"
WATERLINE
l.�
23 1/2"
v
28"
4(
EXPOSED AGGREGATE
FINISH
INSTALL DEPTH MARKER TILE
(TO BE SMOOTH OR GLAZED)
6" GLAZED TILE
12" MAX
CUSTOM LADDER: SR SMITH CUSTOM, STAINLESS STEEL
TREAD: 6" MAX. FROM WALL, 3" MIN. FROM WALL
CROSS BRACED, SLIP -RESISTANT TREADS, 28" MIN.
36" MAX. ABOVE DECK. FRAME, 1.90" OD X.065%
TYPE 304 STAINLESS STEEL, WITH WHITE RUBBER
BUMPERS. STEPS, ACRYLIC PLASTIC AND HAVE
SLIP -RESISTANT TOP SURFACE. ESCHUTEON
(#EP -100F) STAINLESS STEEL.
ANCHOR ASSEMBLY: AS -100B (SEE SPEC SHEET FOR
SRS -908)
Ladder Detail, Model #10 135
Scale: Not to scale.
Sheet 5 of 7
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POOL GROUNDING GRID MINIMUM 36" PROJECTION PER
NFPA70 680.26(C) EQUIPOTENTIAL BONDING GRID
STRUCTURAL STEEL #3 REBAR TIED WITH TIE WIRE AT
12" E.W. AT EACH CROSS-OVER LOCATION. T
ALTERNATE MEANS:
WHERE STRUCTURAL REINFORCING STEEL IS NOT AVAILABLE OR IS ENCAPSULATED IN A
NONCONDUCTIVE COMPOUND, A COPPER CONDUCTOR(S) SHALL BE UTILIZED WHERE THE
FOLLOWING REQUIREMENTS ARE MET:
(1) AT LEAST ONE MINIMUM 8 AWG BARE SOLID COPPER CONDUCTOR SHALL BE
PROVIDED
(2) THE CONDUCTORS SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE
(3) ONLY LISTED SPLICES SHALL BE PERMITTED (SPLIT -BOLTS)
(4) THE REQUIRED CONDUCTOR SHALL BE 450 TO 600 mm (18 TO 24in.) FROM THE INSIDE
WALLS OF THE POOL
(5) THE REQUIRED CONDUCTOR SHALL BE SECURED WITHIN OR UNDER THE PERIMETER
SURFACE 100mm TO 150mm (4in TO On 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.
POOL EQUIPOTENTIAL GRID REQUIREMENT
Scale: Not to scale.
SECTION I. Installing light fixture
during new pool construction.
A. Preparatory steps which must be completed by the electrician before light fixture is installed.
1. Verify that the pool meets the current requirements of the National Electric Code and all local
codes and ordinances. A licensed or certified electrician must install the electrical system to meet or
exceed those requirements before the underwater light is installed. Some of the requirements of the
National Electric Code which the pools electrical system must meet are listed below.
a. The lighting circuit must have a Ground Fault Circuit Interceptor (GFCI), and an
appropriately rated circuit breaker.
b. The Junction Box, or for the 12 volt models, the low voltage transformer, must be located
at least 8 inches above water level, 4 inches above ground level, and at least 48 inches from the edge
of the pool.
c. The light fixture and all metal items within 5 feet of the pool must be properly electrically
bonded.
d. The wet niche must be properly installed so that the top edge of the lens on the underwater
light is at least 18 inches below the surface of the water in the pool.
e. The wet niche must be properly electrically bonded and grounded via the No. 8 AWG
ground connector located at the rear of the nice.
2. To be certain that the pools electrical system meets all applicable requirements, the electrician
should also consult the local building department.
3. Use only Pentair Pool Products wet niches to insure proper bonding and grounding connections.
B. Steps to perform after the electrical system requirements are met.
1. Feed cord through conduit to Junction Box, leaving at least 4 feet of cord at the light fixture to
coil around the light. This 4 feet of cord around the light allows the light to be serviced after this
pool is filled with water.
2. Cut the cord at the Junction Box, leaving at least 6 inches of cord to make connections.
3. Strip 6 inches of the outer cord jacket to expose the three insulated wires. Be careful not to
damage the insulation on the three inner wires.
4. Connect all three wires to the corresponding circuit wires in the Junction Box (black wire to
power, white wire to common, and green wire to ground) and secure the Junction Box cover in
place.
5. Replace the light assembly into niche and tighten special pilot screw.
........... it
To GFCI , Circuit Breaker.
& Power Source
Rigid
Figure 1.
#8 AWG Ground
Connector bonding is
located at rear
of niche
\ / �� "'— TYPICAL MUNIOR BOND CLAMP
TYPICAL J -JUNIOR BOND CLAMP ,,,,,_„
(DIRECT BURIAL) CLAMPED TO REBAR I j (DIRECT BURIAL) CLAMPED TO REBAR
WITH WIRE LOOPED THROUGH 1 WITH WIRE LOOPED THROUGH
CONNECTOR AND CLAMPED TO , CONNECTOR AND CLAMPED TO
STEEL.
STEEL.
I THIS DRAWING IS A SCHEMATIC
I LAYOUT, AND NOT TO SCALE.
1 NOTES: !
TYPICAL J -JUNIOR BOND CLAMP 1 1) #8 SOLID COPPER BONDING WIRE TO BE RUN
(DIRECT BURIAL) CLAMPED TO REBAR CONTINUOUS TO POOL FILTRATION EQUIPMENT AND
WITH WIRE LOOPED THROUGH � I �
CONNECTOR AND CLAMPED TO ELECTRICAL SUPPLY PANEL.
STEEL. i 2) BOND TO ALL METALLIC ITEMS LOCATED IN THE POOL AND
TO THE REBAR. `
3) ALL POOL BONDING TO COMPLY WITH NEC. 2014,
SECTION 680.26
� 9
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TYPICAL 1 -JUNIOR BOND CLAMP
J(DIRECT BURIAL) CLAMPED TO REBAR
I WITH WIRE LOOPED THROUGH
TYPICAL J - JUNIOR `, CONNECTOR AND CLAMPED TO
C 1 1UN OR BOND CLAMP / \ �
(DIRECT BURIAL) CLAMPED TO REBAR / STEEL.
WITH WIRE LOOPED THROUGH / \
CONNECTOR AND CLAMPED TO / \
STEEL.
/_18" Min. to top of lens
Concrete must be cut
back around niche to
allow for a compacted
plaster seal
Coil 4 ft. of light
cable around fixture
NOTE:
The pool or spa electrical system can be verified with a Pool and Spa Electrical Qualification Test
Kit. The test kit is available from Pentair Pool Products. The electrical system inspection using this
kit must be performed by a trained and certified personnel
0 WARNING:
Never operate this underwater light for more than 10 seconds unless it is totally submerged in water
Without total submersion, the light assembly will get extremely hot, which may result in serious
bums or breakage of the lamp or lens. This may result in serious injury to pool users, installers, or
bystanders, or in damage to property.
POOL BONDING PLAN
SCALE: Not to scale.
TECHNICAL NOTES
-680.26 Equipotential Bonding* (Summarized)
(A) Performance. Equipotential bonding is intended to reduce voltage gradients in the area
around permanently installed pools, outdoor spas, or outdoor hot tubs by the use of a common
bonding grid in accordance with 680.26(B) and (C).
(B) Bonded Parts. The parts of a permanently installed pool, outdoor spa, or outdoor hot tub
listed in (B)(1) through (B)(7) shall be bonded together with a solid copper conductor not smaller
than 8 AWG with listed pressure connectors, terminal bars, exothermic welding, or other listed
means [250.8(A)]. Equipotential bonding is not required to extend to or be attached to any
panelboard, service equipment, or grounding electrode.
(1) Conductive Pool, Outdoor Spa, and Outdoor Hot Tub Shells.
(a) Structural Reinforcing Steel. Unencapsulated structural reinforcing steel secured together
by steel tie wires is considered bonded.
(2) Perimeter Surfaces. An equipotential bonding grid shall extend 3 ft horizontally beyond the
inside walls of a pool, outdoor spa, or outdoor hot tub, including unpaved, paved, and poured
concrete surfaces. The bonding grid shall comply with (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
walls of a pool, outdoor spa, or outdoor hot tub.
(a) Structural Reinforcing Steel. Structural reinforcing steel [680.26(B)(1)(a)] . Author's
Comment: The 2008 NEC does not provide any guidance on the installation requirements for
structural reinforcing steel when used as a perimeter equipotential bonding grid.
(b) Alternate Means. Equipotential bonding conductor meeting the following:
(1) 8 AWG bare solid copper bonding conductor.
(2) The bonding conductor shall follow the contour of the perimeter surface.
(3) Listed splicing devices.
(4) Bonding conductor shall be 18 to 24 in. from the inside walls of the pool.
(5) Bonding conductor shall be secured within or under the perimeter surface 4 to 6 in. below the
subgrade.
(3) Metallic Components. Metallic parts of the pool, outdoor spa, or outdoor hot tub structure
shall be bonded to the equipotential grid.
(4) Underwater Metal Forming Shells. Metal forming shells and mounting brackets for
luminaires and speakers shall be bonded to the equipotential grid.
(5) Metal Fittings. Metal fittings sized 4 in. and larger that penetrate into the pool, outdoor spa,
or outdoor hot tub structure, such as ladders and handrails shall be bonded to the equipotential grid.
Note: All pool bonding to comply with Chapter 27 of the FBC, 2017 6th Edition, and NEC
20141 Section 680.26
Sheet 7 of 7
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