robertsanchez
Usuario Regular
Jul 18, 2009, 9:22 AM
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General Swimming Pool Specifications:
Site Preparation
In some cases it may be necessary to undertake site preparation works prior to commencement of the earthworks such as: - Removal of fences, walls or gates to provide access for machinery
- Demolition of outbuildings
- Clearing of the access pathway
- Removal of trees or overhanging branches
- Break-up and removal of concrete paving
- Relocation of underground service lines (sewer, stormwater, electrical, sprinklers etc) we have a plumber on standby.
Although normally excluded from our proposal we are always prepared to discuss these works with you onsite before the pool begins.
Excavation:
Datum Point Explanation
This is a fixed reference point to which the structural or finished heights of the swimming pool are referenced.
Excavation
In normal circumstances the pool is excavated by a 7 tonne excavator.
This may vary however depending on: - Availability of access to the pool area
- Slope of the access pathway and pool site
- Total area of the pool site
- Underground soil conditions
Cartage
Your Pool Fab swimming pool quotation will normally include all truck hire.
Mini Loader
Where access to the site is limited or unsuitable for support of the weight laden trucks, then a ‘Bobcat’ loader will be used to transport excess soil to the trucks and this cost will be included in our price.
Our experienced operators will provide minimal impact to your property. 
Overburden
On sloping sites it may be necessary to excavate and remove considerable amount of overburden to enable the pool to be constructed at the required height. It is both practical and economical to also excavate for future landscape works, retaining walls and paving etc. whilst the machinery is onsite and access is available.
All site cutting and levelling costs related to our works will be included.
Rock Excavation
Rock excavation is not included in the quotation and costs involved will be discussed at the time rock is encountered during excavation.
Sub Floor Drainage System
The floor of the pool excavation is covered with a 75mm thick bed of aggregate to allow for drainage underneath the pool to the hydrostatic valve sump. 
Formwork
If all or part of the swimming pool is to be constructed above the existing ground level then it will be necessary to construct formwork to support the pool structure.
An allowance for formwork to the out-of-ground section of the pool will be estimated in your Pool Fab swimming pool quotation to undressed finish.
If the out of ground section of the pool is not covered by decking then rendering may be needed for a superior finish. This is not included in the quotation.
Shoring up of cave-ins due to backfilled wet or unstable soil or sand cannot be anticipated and these costs are therefore not normally included.
Steel Reinforcing
The pool is reinforced with steel bars spaced in accordance with the Engineer’s specifications. This is elevated from the walls and floor of the excavation on the 75mm bar chairs to ensure adequate concrete cover behind the structural steel cage.
Only experienced labour is used. Our ‘steel fixers’ have many years experience in pool construction. 
Concrete Spray
Special high strength pool mix concrete is then sprayed against the excavation by pneumatic pump and then trimmed to minimum thickness of at least 150mm in the walls and floor and up to 300mm in the radius for added strength.
Walls of the pool are vertical to within 5mm to at least 1200mm from the top of the pool in the deep end and 900mm in the shallow end.
Steps
Three (3) internal steps are formed in concrete to provide easy access to and from the shallow end of the pool. Numerous options are available for step shape and finish.
Underwater Bench
The structural shell may also include an extra underwater bench area. This is normally 450-500mm deep and located towards the deeper end of the pool. 
Filtration and Hydraulics:
Hydrostatic Valve and Main Drain
A Hydrostatic Safety Valve incorporated in the main drain housing is designed to relieve external water pressure and prevent the pool floating out of the ground.
Surface Skimmer
Water is drawn through the skimmer box by the filtration equipment. The surface skimmer has a hinged floating weir and has a large and durable leaf basket which traps most debris. The skimmer is normally located on the west side of the pool, (if possible) because the majority of winds in this area come from the east and the skimmer should be located where the wind is blowing the debris.
Filtration
Pool Fab recommends and sells only the highest quality filtration and pumping systems. We will recommend only quality equipment from Australian companies with a reputation for performance, warranty, reliability and on-site after sales service.
3 eye-ball adjustable returns are placed around the pool to provide sufficient circulation to force debris towards the skimmer.
A six-way multi-port valve provides quick and easy operation and a pump will be selected to provide optimum filter flow rate.
Refer to your quotation for equipment to be used. Plumbing and Connections Our proposal will clearly specify the location of the swimming pool and the filtration system and will include all pipework necessary to install the equipment and accessories in the location nominated. All plumbing to the filter system from the skimmer will be completed in 50mm impact resistant class 9 PVC pressure pipe with top quality control valves. A well designed and adequately sized system of pipework and valves is the key to efficient filtration and low maintenance costs. 
Pool Finishes:
Waterline
The upper internal perimeter or waterline of the swimming pool is a high maintenance area. Selection of the correct material for best visual and long term performance is most important.
We have a wide range of ceramic tiles at our Showroom as well as many other suitable materials to select from.
We will assist you in making the correct selection closer to the time of construction.
Interior
The interior finish of your pool is detailed in your quotation. Pool Fab use only the best materials available and our installers are the best available in the business.
The interior finish is the last part of the construction process and normally the pool must be filled immediately after application of the interior finish. This means your Pool Fencing must be in place and approved prior to interior finish application.
Service and Maintenance:
Water Treatment
When the pool is completed and filled with water we will start up and test all of the equipment and chemically treat the pool water.
Our quotation includes the supply and addition of an initial chemical treatment of: - Pool Acid
- Chlorine
- Algaecide
- Sodium Bicarbonate
- Calcium Hardness
- Stabiliser
Our qualified Service Personnel will vacuum and initially brush the pool, superchlorinate the pool water, balance the pH and also adjust the total alkalinity and water hardness levels thus ensuring that you start with clean healthy pool water.
Handover
As soon as the water is clear and balanced we will meet with you on site to explain the operation and maintenance of your pool. Included in the quotation is all the equipment you will need to maintain your pool manually. Items provided are: - Vacuum Head
- Pool hose
- Leaf rake
- Nylon brush
- Telescopic handle
- Four-in-one comprehensive water testing kit
All attachments are the very best quality clip-on variety.
A Swimming Pool & Spa Association (SPASA) ‘Handover Certificate’ is your official record for warranty and guarantee purposes.
Final Site Clean
On completion of all works the site will be cleaned and all of our excess building materials and rubbish will be removed.
Ministry of Ministère des
Municipal Affairs Affaires municipales
and Housing et du Logement
PUBLIC POOL
DESIGN, PLAN REVIEW & INSPECTION
CHECKLIST
This checklist is prepared for purposes of convenience only. For accurate reference recourse should be had to the Official Volumes.
Pages Pool-1 to Pool-10 of this checklist may be reproduced.
Pool-2
PUBLIC POOL DESIGN CHECKLIST
BASED ON ONTARIO REGULATION 403/97
SECTION 3.11.
File#: _________________________
Initial review by: ____________________________________________________ Date: _________________________
Final review by: _____________________________________________________ Date: _________________________
Final inspection by: __________________________________________________ Date: _________________________
Class A ‘ or Class B ‘ Indoor ‘ or Outdoor ‘
Major Occupancy: _________________________________________________________________________________________
Pool is required to be designed by an Engineer/Architect? Yes ‘ No ‘
Applicable exceptions: _____________________________________________________________________________________
Project
Name:
Address:
Owner
Name: Phone: ( )
Address:
Agent
Name: Phone: ( )
Address:
Health Unit
Name: Phone: ( )
Address:
C.B.O.
Name: Phone: ( )
Address:
Note: Page 3 to 7 for all pools Additional Pages: Page 8 û Diving Boards and Platforms
Page 9 û Modified & Wave Action Pools
Page 10 û Pools with Ramps
m also applicable for modified pools (see page pool 9)
w also applicable for wave action pools (see page pool 9)
Pool-3
DECK AND POOL REQUIREMENTS
OBC
Reference Requirements Design As Built
3.11.3.1.(4) Except for a modified pool, wave action pool, a pool for therapeutic use, a
beach entry ramp and a pool described in 3.11.5.1. (1).
All water depths $ 0.75 m (2' 6") ‘ ‘
3.11.3.1.(5) Beach entry ramp is protected with permanent barriers between 900 m to 1 200
m along the deck
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3.11.3.1.(6) Bottom slopes
(a) water depths # 1.35 m (4' 5") - maximum 8%
(b) water depths > 1.35 m (4' 5") but < 2.00 m (6' 7") - maximum 33%
(c) water depths $ 2.00 m (6' 7") - maximum 50%
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3.11.3.1.(7) Recessed fittings for safety buoy line $ 300 mm (11¾") toward the shallow end
measured from the top of a slope steeper than 8% ‘ ‘
3.11.3.1.(8) Walls vertical to within 150 mm (5f") of the bottom in water depth < 1.35 m
(4' 5") ‘ ‘
3.11.3.1.(9) Pool surrounded by hard surfaced deck
(a) $ 1.80 m (5' 11") wide
0.90 m (2' 11") clear behind diving board or at a column
(b) outdoor pools - sloped away to waste drains or
adjacent lower ground at a slope of between 2% and 4%
(c) indoor pools - impervious and
sloped away between 1% and 4% to waste drains
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3.11.3.1.(10)mw Where provided, a ledge shall
(a) be located only where water depth $ 1.35 m (4' 5")
(b) be # 200 mm (7f") wide
(c) be $ 1.00 m (3' 3") below the water surface
(d) be gradually tapered towards shallow end
(e) have a band of contrasting colour on top edge
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3.11.3.1.(11)mw Above ground pool - (see page Pool - 4) ‘ ‘
3.11.3.1.(12) Deck perpendicular to pool walls or projects # 50 mm (2") over water ‘ ‘
3.11.3.1.(13) Deck separated by barrier from spectator area ‘ ‘
3.11.3.1.(14) Deck delineated from surrounding area ‘ ‘
3.11.3.1.(15)mw Perimeter drainage around deck where necessary ‘ ‘
3.11.3.1.(16)w Hose bibs provided for convenient flushing of deck ‘ ‘
3.11.3.1.(17) Foot sprays running freely to waste provided where access to pool is over noncleanable
surfaces (e.g. Gravel, grass) ‘ ‘
3.11.3.1.(18) One or more ladders or steps in deep and shallow areas ‘ ‘
3.11.3.1.(19)mw Submerged surfaces of pool, the deck and partitions or walls adjacent to the
deck have cleanable surfaces ‘ ‘
3.11.3.1.(20)mw Submerged surfaces white or light in colour (markings excluded) ‘ ‘
3.11.3.1.(21)w Black disc 150 mm (5f") in diameter on white background at deepest point in
pool ‘ ‘
DECK AND POOL REQUIREMENTS
OBC
Reference Requirements Design As Built
Pool-4
3.11.3.1.(22)mw Access to deck preventable (e.g. lockable doors, security fence with lockable
gate) ‘ ‘
3.11.3.1.(23) Lifeguard control stations where required in a Class A pool
(a) one or more where water surface > 150 m2 (1610 ft2) and # 230 m2
(2480 ft2)
(b) two or more where water surface > 230 m2 (2480 ft2)
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3.11.3.1.(24)w Markings on deck $ 100 mm (4") high, showing
(a) water depths at deep points, breaks between gentle and steep bottom slopes
and shallow points
(b) SHALLOW AREA at appropriate location(s)
(c) DEEP AREA at appropriate location(s) where water depth > 2.5 m (8' 2")
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3.11.3.1.(25)w In pools with max. water depth # 2.5 m (8' 2") notice posted in letters $ 150
mm (5f") either CAUTION - AVOID DEEP DIVES or SHALLOW WATER
- NO DIVING (pool owner may choose either wording) ‘ ‘
ABOVE GROUND POOLS
OBC
Reference Requirements Design As Built
3.11.3.1.(11)mw If pool installed on surface of ground or hard surface
Water depth constant and no more than 1.10 m (3' 7")
Water surface area no more than 100 m2 (1080 ft2)
Deck may be elevated platform that has:
(a) an unobstructed width of 900 mm (2' 11") minimum
(b) elevation above grade or floor $ 75 mm (3")
(c) 6 mm wide openings for drainage (¼")
(d) surface that is capable of being kept clean, disinfected and free from
slipperiness
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Pool-5
DRESSING AND LOCKER ROOMS, SHOWERS AND TOILETS
OBC
Reference Requirements Design As
Built
3.11.9.1.(2) Class A pool on recreational camp exempt from dressing room, washroom, etc.
requirements if facilities available elsewhere on premises and foot sprays provided ‘ ‘
3.11.9.1.(3) Class B pool exempt from dressing room, washroom, etc. requirements if facilities
available elsewhere on premises and foot sprays provided ‘ ‘
3.1.16.3.(1) Public pools other than wave action pools:
Occupant load = D/2.5 + S/1.4 = ____ + ____ = ____ bathers
where D = water surface area in m² where the water depth is > 1.35 m (4' 5")
deep, and
S = water surface area in m² where the water depth is # 1.35 m (4' 5")
deep
‘ ‘
3.1.16.3.(2) Wave action pools:
Occupant load = D/2.5 + S/1.1 = ____ + ____ = ____ bathers
where D = water surface area in m² of the part of the pool where the still water
depth is > 1.00 m (3' 3"), and
S = water surface area in m² of the part of the pool where the still water
depth is # 1.00 m (3' 3")
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3.11.9.1.(4) The number of water closets, urinals and lavatories is determined from Article
3.7.4.3. and Table 3.7.4.3.C.
Male Provided Required Female Provided Required
W.C. _______ _______ W.C. _______ _______
Urinals _______ _______
Lav. _______ _______ Lav. _______ _______
Drinking Fountain _________
(NOTE: Barrier-free design may be required)
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3.11.9.1.(5) One shower head provided for every forty bathers
Number of shower head required = _______ bathers ÷ 40 = ______ ‘ ‘
3.11.9.1.(6) Layout such that bathers leaving changing and toilet areas (where provided) pass
through showers en route to pool ‘ ‘
3.11.9.1.(7) Potable water pressure at shower heads$ 140 kPa (20.3 psi) ‘ ‘
3.11.9.1.(8) Water tempering device(s) provided for showers arroba # 40/C ‘ ‘
3.11.9.1.(9) Washroom, shower & passageway floors slope to drains at $ 1%
and are of hard-surfaced material with non-slip surface
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3.11.9.1.(10) Wall bases coved in dressing and locker rooms, washrooms, shower areas and
passageways ‘ ‘
3.11.9.1.(11) Hose connections provided in safe locations for flushing down washrooms, shower
areas and passageways ‘ ‘
3.11.9.1.(12) Partitions or walls provided for privacy of dressing rooms, washrooms and shower
areas ‘ ‘
3.11.9.1.(13) Bottom of interior partitions in dressing rooms or washrooms from 250 mm (9f")
to 350 mm (13¾") above floor ‘ ‘
3.11.9.1.(14) Dressing and locker room floors of non-slip, easily cleanable surfaces ‘ ‘
Pool-6
RECIRCULATION SYSTEMS
OBC
Reference Requirements Design As Built
3.11.8.1.(3) Means provided to prevent water from flowing from
(a) the pool or recirculation system into the water supply
(b) the sewer back into the pool
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3.11.8.1.(5) Recirculating system capable of filtering, disinfecting, and passing through the
pool each day a volume of at least
(a) Class A pool - 6 times the pool’s water volume (4 hrs)
(b) Class B pool - 4 times the pool’s water volume (6 hrs)
(c) Modified pool - 3 times the pool’s water volume (8 hrs)
(d) Wave action pool - 6 times the pool’s water volume (4 hrs)
Pool dimensions (m) = ______________ Pump model ____________________
Surface area (m²) = ________________ Pump size (hp) __________________
Water volume (m³) = _______________ # turnovers / day ________________
Filter model _______________________ Filter and pump sizes adequate?
Filter flow rate (US gpm) = __________ yes ‘ no ‘
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3.11.8.1.(6) Flow meter on recirculation system (make _____________ model ____________) ‘ ‘
3.11.8.1.(7) Automatic make-up devices and water meters on makeup water supply which is
connected to the recirculation system or the pool ‘ ‘
3.11.8.1.(8) Continuous disinfection of pool water by means of either (a) or (b)
(a) chlorination or hypo-chlorination system capable of providing
(i) outdoor pool - 300 g chlorine/day/10,000 L of pool volume
(ii) indoor pool - 200 g chlorine/day/10,000 L of pool volume
(iii) outdoor wave action pool - 1 200 g chlorine/day/10,000 L of pool volume
(iv) indoor wave action pool - 800 g chlorine/day/10,000 L of pool volume
(b) a brominator capable of maintaining 3 mg of bromine/L of pool water
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3.11.8.1.(9) Gas chlorine system incorporates automatic termination of chlorine feed when
pool water recirculation is interrupted ‘ ‘
3.11.8.1.(10)
3.11.8.1.(11)
Exposed potable water and chlorine piping within water treatment service room
colour-coded - green for potable water and yellow for chlorine ‘ ‘
3.11.8.1.(12)
3.11.8.1.(13)
Where applicable, inlets and skimmers or overflow gutters provide uniform
circulation and distribution and capable of discharging surface water to waste -
15% removal/day
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3.11.8.1.(14) Except fittings within 300 mm of surface and returning water to the pool tank, all
fittings must provide 7 mm max. opening in one direction and grille covers
fastened by corrosion resistant, galvanically compatible materials require a tool
for removal
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3.11.8.1.(15)
3.11.8.1.(16)
Except for modified pools, public pools must be
(a) provided with a minimum of two suction or gravity outlets interconnected to
a full size manifold, and spaced at least 1 200 mm (3' 11") apart, and
(b) capable of emptying all the pool water through the drains in # 12 hrs
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3.11.8.1.(17) Except for modified pools, flow Velocity# 0.45 m/s (1.48 ft/s) through openings
in suction or gravity cover fittings
Drains - Type/Model____________ Opening-m²__________Flow V. m/s_______
Others - Type/Model____________ Opening-m²__________Flow V. m/s_______
Others - Type/Model____________ Opening-m²__________Flow V. m/s_______
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3.11.8.1.(18) Marking of all suction and gravity fittings with 50 mm (2") wide contrasting band ‘ ‘
3.11.8.1.(19) Fitting openings returning water to the pool tank that are located within 300 mm
(11¾”) of the water surface must be # 25 mm (1") dia. with one dimension
permitted to be more than 7 mm (9/32") ‘ ‘
3.11.8.1.(20) Submerged skimmer equalizers and vacuum fittings are not designed and specified ‘ ‘
Pool-7
EMERGENCY PROVISIONS
OBC
Reference Requirements Design As Built
3.11.10.1.(1) Illumination - refer to Subsection 3.2.7. ‘ ‘
3.11.10.1.(2) Dressing, locker and shower rooms, washrooms and passageways - illumination
of $ 200 lx (18.6 ft-candles) at floor level ‘ ‘
3.11.10.1.(3) Indoor pool or outdoor pool open after sundown equipped with lighting
(a) that will maintain on deck and water surface
(i) indoor pool $ 200 lx (18.6 ft-candles)
(ii) outdoor pool $ 100 lx (9.3 ft-candles)
(b) that makes underwater areas of pool visible
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3.11.10.1.(4) Indoor pool and outdoor pool open after sundown equipped with emergency
lighting system that operates automatically ‘ ‘
3.11.10.1.(5) Emergency lighting illuminates deck, washroom, shower, locker, water surface
areas and means of egress to $ 10 lx (0.9 ft-candles) ‘ ‘
3.11.10.1.(6) Emergency power supply provided as per 3.2.7 ‘ ‘
3.11.10.1.(7) Class A pool - emergency telephone adjacent to deck ‘ ‘
3.11.10.1.(8) Class B pool - telephone for emergency use within 30 m (98' 5") of pool ‘ ‘
3.11.10.1.(12)
3.11.10.1.(13)
3.11.10.1.(14)
An emergency stop button clearly labeled (with an audible & visual signal when
in use) to deactivated all recirculating pumps and located beside the phone of a
Class A pool and a Class B pool on the deck area ‘ ‘
SERVICE ROOMS AND STORAGE
OBC
Reference Requirements Design As Built
3.11.11.1.(2) Compressed chlorine gas feeders located in a service room
(a) separated from building by a 1 hr fire separation and is gas tight
(b) designed with anchors for each cylinder and for no other purpose than
containing feeders and cylinder storage
(c) located above ground level
(d) exit door provided to outdoors
(e) screened openings to outdoors within 150 mm (5f") of floor and within 150
mm (5f") from ceiling each opening $ 2% of floor area
(f) emergency mechanical ventilation of $ 30 ACH capacity
suction # 900 mm & discharge $ 2.50 m above floor to outdoors
(g) equipped with a weigh scale for each cylinder in use $ 135 kg (300 lb)
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3.11.11.1.(3)
3.11.11.1.(4)
3.11.11.1.(5)
Chemical storage rooms equipped with - hose connection and floor drain
ventilation
Service rooms and storage areas etc. equipped with secure locking devices
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Pool-8
DIVING BOARDS & PLATFORMS*
OBC
Reference Requirements Design As Built
3.11.4.1.(2) Pool is not a modified pool or a wave action pool ‘ ‘
3.11.4.1.(3) Board or platform has non-slip surface ‘ ‘
3.11.4.1.(4) Board or platform more than 600 mm (23e") above water surface equipped with
handrail(s) ‘ ‘
3.11.4.1.(6) Water depth within 3.00 m (9' 10") radius from end of board or platform is
(a) 2.75 m (9' 0") for board # 600 mm (23e") above water surface
(b) 3.00 m (9' 10") for board or platform > 600 mm (23e") and # 1.00 m (3'
3") above water
(c) 3.65 m (12' 0") for board or platform > 1 m (3' 3") and # 3 m (9' 10")
above water
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3.11.4.1.(7) Water depth at 9.00 m (29' 6") radius from end of board or platform $ 1.35 m
(4' 5") ‘ ‘
3.11.4.1.(8) Class B pool with board 600 mm (23e") or less above water,
depth at 7.50 m (24' 7") radius from end of board $ 1.35 m (4' 5")
+ warning notice - “Danger - Avoid deep long dives” arroba 150 mm (5f”) ‘ ‘
3.11.4.1.(9) Slope changes no more than 17% where the water depth is less than that specified
in Sentence (6) and greater than 1.35 m (4' 5") ‘ ‘
3.11.4.1.(10) Horizontal distance between boards or platforms $ 2.75 m (9' 0") ‘ ‘
3.11.4.1.(11) Horizontal distance between a pool slide wall and ledge and
(a) a board or platform 1 m (3' 3") or less above water $ 3.00 m (9' 10")
(b) a board or platform more than 1 m (3' 3") above water $ 3.60 m (11' 10")
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3.11.4.1.(12) Board or platform # 600 mm (23e") above water to project $ 900 mm (2' 11")
over the water ‘ ‘
3.11.4.1.(13) Board > 600 mm (23e") above water to project $ 1.50 m (4' 11") over the
water ‘ ‘
3.11.4.1.(14) Platform > 600 mm (23e") above water to project $ 1.20 m (3' 11") over the
water ‘ ‘
3.11.4.1.(15) Diving headroom unobstructed - for dimensions, see Sentence 3.11.4.1.(15) ‘ ‘
3.11.4.1.(16) Board or platform > 3.00 m (9' 10") above water surface - access preventable by
gate, barrier or other means ‘ ‘
3.11.4.1.(17) Board or platform > 3.00 m (9' 10") above water surface - see FINA standards
for water depths and overhead clearances required ‘ ‘
* Not permitted in modified pools and wave-action pools.
Pool-9
REQUIREMENTS FOR MODIFIED POOLS
OBC
Reference Requirements Design As Built
3.11.6.1.(3) Pool and pool deck hard-surfaced, cleanable ‘ ‘
3.11.6.1.(4) Bottom slope # 8% ‘ ‘
3.11.6.1.(5) Depth # 1.80 m (5' 11") ‘ ‘
3.11.6.1.(6) Pool surrounded on all sides by a hard-surfaced deck
(a) $ 3.00 m (9' 10") wide
(b) 100 mm (4") high crown above pool water surface
(c) sloped to allow drainage away from the pool
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3.11.6.1.(7) Two or more drain fittings located so that entire pool can be drained, and
protective grilles having openings at least 10 times the internal cross sectional
area of the outlet pipe(s) connected to recirculation system ‘ ‘
3.11.6.1.(8) Lifeguard control stations adjacent to edge of water at intervals of # 60 m (197') ‘ ‘
3.11.6.1.(9) Continuous black contour lines
(a) 150 mm (5f") wide at 600 mm (23e") depth
(b) 300 mm (11¾") wide at 1 200 mm (3' 11") depth
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REQUIREMENTS FOR WAVE ACTION POOLS
OBC
Reference Requirements Design As Built
3.11.7.1.(3) Bottom slope
(a) # 8 per cent in still water depth < 1.00 m (3' 3")
(b) # 11 per cent in still water depth $ 1.00 m (3' 3")
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3.11.7.1.(4) Walls vertical from surface of water to within 150 mm (5f") of bottom ‘ ‘
3.11.7.1.(5) Hard-surfaced deck $ 3.00 m (9' 10") wide adjacent to shallow end
Hard-surfaced deck $ 1.50 m (4' 11") wide elsewhere ‘ ‘
3.11.7.1.(6) Two or more lifeguard control stations on each side of pool where still water
depth > 1.00 m (3' 3") ‘ ‘
3.11.7.1.(7) Recessed steps or ladders at intervals # 7.50 m (24' 7") along portions of pool
deeper than 1.00 m (3' 3") but not closer than 3.00 m (9' 10") to corners ‘ ‘
3.11.7.1.(8) Barrier or wall adjacent to pool wall where depth is # 2.30 m (7' 7") that is #
1.00 m (3' 3") from the side of the pool and 1.00 m (3' 3") in height bearing
notices at intervals # 7.50 m (24' 7") stating that jumping and diving are
prohibited in that area ‘ ‘
3.11.7.1.(9) Skimming devices provided and appropriately located ‘ ‘
3.11.7.1.(10) Deactivation system with push buttons on pool decks # 30.0 m (98' 5") apart on
each side and deep end ‘ ‘
3.11.7.1.(11) First-aid room located within 50 m (164') from pool ‘ ‘
3.11.10.1.(9) Public address system audible in all portions of pool ‘ ‘
3.11.10.1.(10) Communication system that interconnects supervisors, lifeguard control stations,
first-aid room and admission control centre ‘ ‘
3.11.10.1.(11) Public address and communication systems interconnected ‘ ‘
Pool-10
RAMPS INTO PUBLIC POOLS IN GROUP B, DIVISION 2 OR 3 OCCUPANCIES
OBC
Reference Requirements Design As Built
3.11.5.1.(3) Water depth < 1.5 m (4' 11"), surface area < 100 m² (1080 ft2)
(a) handrail running parallel to slope at a height of between 800 mm (2' 7") and
900 mm (2' 11") on each side of ramp
(b) width $ 1.10 m (3' 7")
(c) curb or other means to prevent wheel chair from falling off ramp
(d) surface finishes capable of being maintained clean and sanitary and free from
slipperiness
(e) a bottom landing $ 1.5 m (4' 11") long
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3.11.5.1.(4) A notice reading CAUTION - NO DIVING in letters $ 150 mm (5f") high posted
on each wall or fence ‘ ‘
3.11.5.1.(5)
3.11.5.1.(6)
Curb around perimeter of pool that has
(a) a height of 50 mm (2")
(b) rounded edges
(c) a coved base
(d) a raised nosing at the top
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‘‘‘‘ 3.11.5.1.(7) If the ramp is a
dry ramp
(a) landing at bottom of ramp between 450 mm (17¾") and 550 mm (21e")
below top of pool wall
(b) landing has a floor drain at the lowest point
(c) top of wall between pool and ramp $ 250 mm (9f") and # 300 mm (11¾")
wide
(e) water depth marked in letters 100 mm (4") high, on the top of the wall
separating the pool from the ramp
(f) ramp slope # 8 per cent
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3.11.5.1.(8) If the ramp is a submerged ramp, the pool shall be so constructed that
(a) at bottom of ramp, water depth $ 600 mm (23e") and # 900 mm (2' 11")
(b) a hard-surfaced area $ 750 mm (2' 6") wide is provided contiguous to any part
of the ramp that pierces the deck
(c) provision for movable barrier that separates (b) from deck
(d) submerged portions of ramp and curb finished in shades that differentiate from
each other & from the pool walls and bottom
(e) ramp slope # 11 per cent
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roberto sanchez,RCDD
Facilius Per. Partes in cognitionem totius adducimur. Seneca -Es mas fácil entender por partes que entenderlo todo-
(Este mensaje fué ediatado por robertsanchez en Jul 18, 2009, 5:17 PM)
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