ELEVATOR PIT -
<br />SCIENCE. SERVICE. SOLUTIONS.
<br />MiraCLAY®
<br />Description
<br />WATERPROOFING LEGEND
<br />LM1f11JFX::1Jr3F
<br />COATINGS & WATERPROOFING
<br />CCW MiraCLAY Bentonite Clay Waterproofing Membrane features a layer
<br />of sodium bentonite clay sandwiched between a puncture -resistant,
<br />nonwoven polypropylene fabric and a high -tensile strength woven
<br />polypropylene fabric, then needle -punched together with durable denier
<br />yarns. These fibers are then thermally fused to the polypropylene in a
<br />proprietary Infrabond" technique, locking the sodium bentonite into place.
<br />MiraCLAY is designed for waterproofing below -grade structural slabs as
<br />well as construction methods incorporating lagging, concrete caisson
<br />or shotcrete retention walls. MiraCLAY is also very effective in rehab
<br />waterproofing and zero clearance property line construction.
<br />Features and Benefits
<br />• Self -healing if ripped or punctured
<br />• In a hydrated state, the bentonite clay has tremendous
<br />impermeability and excellent resistance to chemicals (i.e., acids,
<br />bases and hydrocarbons)
<br />• Expands and seals cracks in concrete up to Me" in width
<br />Installation
<br />Underslab Applications
<br />MiraCLAY is designed for use under reinforced concrete slabs 4" (100 mm)
<br />thick or greater on a compacted earth/gravel substrate. If installed over
<br />a mud slab, MiraCLAY requires a minimum 5" (150 mm) thick reinforced
<br />concrete slab. For contaminated site water conditions, as determined by a
<br />site water analysis, CCW MiraCLAY EF should be used. When hydrostatic
<br />conditions exist, MiraCLAY should be installed under footings and grade
<br />beams as shown in MiraCLAY details.
<br />Substrate Preparation: NOTE: Do not begin construction in work areas
<br />where there is standing water or in situations which may cause the
<br />MiraCLAY to prematurely hydrate.
<br />Before installing MiraCLAY, the substrate must be properly prepared.
<br />Substrate may be concrete, earth, sand, pea gravel or crushed stone.
<br />Earth and sand substrates should be compacted to a minimum 85%
<br />Modified Proctor density. Crushed stone should not be larger than a/i' (18
<br />mm) in size. Honeycombing, voids and aggregate pockets exceeding 1" in
<br />diameter or have a depth greater than 3/4" should be filled with a non -shrink
<br />cementitious grout. Fill tie -rod holes with a non -shrink cementitious grout.
<br />Substrate should be smooth and uniform without sharp projections or
<br />pockets. Complete all required elevator pit, sump pit and grade beam and
<br />piling work before installing MiraCLAY under main slab area.
<br />Standard Foundation Walls
<br />Substrate Preparation: The substrate must be properly prepared to
<br />receive the MiraCLAY waterproofing membrane. All honeycombs, form -tie
<br />cavities and indentations should be filled with MiraCLAY Sealant or filled
<br />with latex Portland Cement. Substrate must be smooth and uniform
<br />removing any protrusions over T/2" (12 mm) from the surface. Footings
<br />must be free of soil, rocks or debris to provide a suitable substrate to
<br />receive the MiraCLAY waterproofing membrane.
<br />Installation: The MiraCLAY waterproofing membrane should be installed
<br />with the white non -woven side facing the applicator. Create a cant at
<br />any vertical to horizontal transition by applying a 1 %2" (39 mm) to 2" (50
<br />mm) of CCW MiraCLAY Granules or CCW MiraCLAY Sealant along that
<br />junction. At the base of the foundation wall where the vertical wall meets
<br />the horizontal footing, install MiraCLAY in a horizontal manner extending
<br />out onto the footing a minimum of 12" (300 mm). Fasten the MiraCLAY
<br />in place with concrete fasteners and 1" (25 mm) washers. Install
<br />succeeding courses of MiraCLAY by overlapping the previous course a
<br />minimum of 4" (100 mm). Stagger the seams a minimum of 12" (300
<br />mm). Install in shingle fashion so that the upper roll of MiraCLAY overlaps
<br />the lower roll. Fasten membrane once every 18" (45 cm) to 3' (90 cm)
<br />on seams or as required to prevent blousing. At grade line, terminate
<br />MiraCLAY with a rigid termination bar or fasten 12" (300 mm) on center.
<br />Embed the top edge of MiraCLAY and termination bar with a thick bead
<br />of MiraCLAY sealant 2" (50 mm) wide by 1/2" (12 mm) thick. Backfill must
<br />be compactible soils free of construction debris and must be uniformly
<br />compacted to a minimum 85% Modified Proctor on each lift.
<br />Detail Requirements
<br />For standard installation details, follow the MiraCLAY details drawings.
<br />For non-standard installation instructions contact your local Carlisle
<br />Coatings & Waterproofing representative.
<br />Carlisle Coatings & Waterproofing recommends the use of CCW
<br />MiraDRAIN, a geocomposite sheet drain, to facilitate the removal of
<br />water away from the structure. The MiraCLAY and CCW MiraDRAIN
<br />waterproofing and drainage system provides maximum protection against
<br />water penetration.
<br />Limitations
<br />MiraCLAY membranes should remain dry before and during installation.
<br />Improper storage could lead to product deterioration. Not for use on CMU
<br />foundations.
<br />Packaging
<br />5' x 14' (70 sq. ft.) rolls
<br />COMPACTED
<br />FILL
<br />CCW MIRAST
<br />WATERSTOP
<br />DOUBLE LA'f
<br />- NONWOVE
<br />SIDE UP
<br />CONCRETE F
<br />Installation: Install MiraCLAY over the properly prepared substrate with
<br />the non -woven geotextile side up. Overlap adjoining edges a minimum of
<br />4" (100 mm); stagger sheet ends a minimum of 24" (600 mm); and nail
<br />or staple edges together as required to prevent any displacement during
<br />concrete placement. MiraCLAY Granules may also be placed in the seam
<br />for additional waterproofing performance.
<br />When the slab is poured in sections, MiraCLAY should extend a minimum
<br />12" (300 mm) beyond the slab edge. When the installation reaches
<br />the outer edge of the slab, continue MiraCLAY up and out of the form
<br />a minimum of 12" (300 mm). At the corner, MiraCLAY should remain
<br />in contact with the substrate and inside the surface of the concrete
<br />form. When the form is removed, the MiraCLAY outside the form should
<br />be positioned and fastened onto the footing or vertical wall. Overlay
<br />the MiraCLAY a minimum of 6" (150 mm) with the succeeding vertical
<br />waterproofing membrane.
<br />At property line retaining walls, such as soldier pile or lagging, continue
<br />the underslab MiraCLAY application up the retaining wall a minimum 12"
<br />(300 mm) above the top edge of the slab or footing and secure. Overlap
<br />the vertical MiraCLAY waterproofing membrane by a minimum of 6" (150
<br />mm) or a minimum of 12" (300 mm) under hydrostatic head conditions.
<br />Property Line/Lagging Application
<br />Substrate Preparation: Gaps between the wood lagging greater than
<br />1" (25 mm) must be filled with cementitious grout. In areas with large
<br />gaps (1" to 5" (25 mm to 125 mm)) between lagging, install plywood to
<br />provide a uniform substrate. Where drainage issues may arise, install CCW
<br />MiraDRAIN to provide a uniform substrate as well as to facilitate drainage.
<br />Installation: Install MiraCLAY with the white non -woven side facing
<br />the installer. Secure the MiraCLAY into position with fasteners and 1"
<br />(25 mm) washers. Use the appropriate fasteners for the type of substrate
<br />used to receive the MiraCLAY. Install succeeding courses of MiraCLAY by
<br />overlapping the previous course a minimum of 4" (100 mm). Stagger the
<br />seams a minimum of 24" (600 mm). Install in shingle fashion so that the
<br />upper roll of MiraCLAY overlaps the lower roll. Fasten membrane once
<br />every 18" (45 cm) on seams or as required to prevent blousing. Shotcrete
<br />installations require a seam fastening pattern not to exceed 12" O.C. or as
<br />necessary to prevent seam blousing.
<br />Extend waterproofing membrane to 6" below grade and fasten membrane
<br />to the substrate to maintain constant compression using a f/a" x 1" (3 x
<br />25 mm) minimum termination bar. Embed the top edge of MiraCLAY and
<br />termination bar with a thick bead of CCW MiraCLAY Sealant 2" (50 mm)
<br />wide by Y2" (12 mm) thick.
<br />Typical Properties
<br />' r11glitrr
<br />Thickness
<br />-
<br />in
<br />r
<br />0.25
<br />Bentonite Mass/Unit
<br />Area
<br />ASTM 05993
<br />Ib/ft2 MARV
<br />(kg/m2 MARV)
<br />0.893
<br />(4.34)
<br />Nonwoven
<br />ASTM D5261
<br />oz/yd2 MARV'
<br />(9/m2 MARV)
<br />6.0 (200)
<br />Woven
<br />3.1 (105)
<br />Swell Index
<br />ASTM D5890
<br />-
<br />24 ml (2 g) min
<br />Moisture Content
<br />ASTM D4643
<br />% max
<br />12
<br />Fluid Loss
<br />ASTM D5891
<br />ml max
<br />18
<br />Tensile Strength2
<br />ASTM D6768
<br />Win MARV
<br />(kN/m MARV)
<br />30 (5)
<br />Peel Strength
<br />ASTM D6496
<br />lbs/in MARV
<br />N/m MARV
<br />3.5 (610)
<br />Permeability3
<br />ASTM D5887
<br />m/s max
<br />5 x 10-9
<br />Index Flux3
<br />ASTM D5887
<br />m3/m2/s max
<br />1 x 10-1
<br />Internal Shear
<br />Strength/
<br />ASTM D6243
<br />psf (kPa)
<br />500 (24)
<br />Elongation'
<br />ASTM 04632
<br />%
<br />150
<br />Low Temperature
<br />Flexibility
<br />ASTM D1970
<br />Q -25°F (-320C)
<br />Unaffected
<br />Hydrostatic Head
<br />Pressure
<br />ASTM D751
<br />ft (meter)
<br />228 (59.49)
<br />Adhesion to Concrete
<br />ASTM D903
<br />i Win (kg/cm)
<br />17.7(8)
<br />'Minimum Average Roll Value
<br />'Tested In machine direction
<br />'Desired, deionized water @ 5 psi (24.5 kPa) maximum effective confining stress and 2 psi (13.B kPa) head
<br />pressure
<br />'Typical peak value for specimen hydrated for 24 hours and sheared under a 200 psi (9.5 kPa) normal
<br />stress
<br />'Measure at maximum peak, in the weakest principle direction
<br />Limited Warranty
<br />Carlisle Coatings & Waterproofing Incorporated (Carlisle) warrants this product
<br />to be free of defects in workmanship and materials only at the time of shipment
<br />from our factory. if any Carlisle materials prove to contain manufacturing defects
<br />that substantially affect their performance, Carlisle will, at its option, replace the
<br />materials or refund its purchase price. This limited warranty is the only warranty
<br />extended by Carlisle with respect to its materials. There are no other warranties,
<br />including the implied warranties of merchantability and fitness for a particular
<br />purpose. Carlisle specifically disclaims liability for any incidental, consequential, or
<br />other damages, including but not limited to, loss of profits or damages to a structure
<br />or its contents, arising under any theory of law whatsoever. The dollar value of
<br />Carlisle's liability and buyer's remedy under this limited warranty shall not exceed
<br />the purchase price of the Carlisle material in question.
<br />NOTES:
<br />1. PROTECT CCW-MIRACLAY WITH CCW MIRADRAIN OR OTHER
<br />APPROVED CCW PRODUCTS.
<br />DETAIL IS INTENDED TO BE A GUIDE FOR
<br />WATERPROOFING INSTALLATION ONLY,
<br />RASTOP
<br />TOP
<br />.NULES OR
<br />CCW-MIRACLAY SEALANT FILLET
<br />ELEVATOR PIT -WATERPROOFING DETAIL
<br />ELEVATOR PUMP - MODEL ELV280 - BY LIBERTY
<br />ELV-Series System with OilTectoe Control
<br />The OilTector• control system is designed and approved for safe operation of pumping, alarming and monitoring of elevator sump pits,
<br />transformer vaults and other applications where oil and water must be
<br />detected. The OilTector• system will activate the pump to remove
<br />water from elevator pits in accordance with ASME A17.1, and will provide pumping of only water - even if an oil condition is detected.
<br />The O#Tector• cycles the pump only in the water range. Oil and other harmful substances are not discharged into the environment
<br />An alarm is activated in the event of a high water condition or high oil condition.
<br />OilTector* Description of Operation
<br />Features:
<br />On water rise, the pump will activate when the water level
<br />• Heavy-duty 1 /3,1 /2 or 3/4 hp. cast iron sump pump.
<br />reaches the "start" probe. Pump will remain on until the
<br />"off"
<br />. Oil resistant SJEOOW cord, 25' standard length with both
<br />water level is below the probe. When the "off" probe
<br />no longer senses water it turns the pump off, air or oil are
<br />Wand 50' lengths available.
<br />ignored and an oil layer (d present) will not be pumped out
<br />• Easy, clamp mounted pre-set level sensor holder.
<br />of the sump. If the liquid level reaches the "alarm" probe and
<br />. No field adjustments required. OilTector• will turn pumps
<br />mechanical float, the system will differentiate between water
<br />and oil and activate the appropriate alarm.
<br />on and off, sound the high water alarm and high oil alarm
<br />with one easy installation.
<br />ELV-Series Complete Sump Pump Systems
<br />. Control panel with separate pump and control circuits -
<br />(Pump, OirTector• Control, Alarm)
<br />Nema 1 enclosure. Height 10.011 x Width 7.5" x Depth 5.5"
<br />Model 1 / Volts Wgt.
<br />ELV250 1/3 115 34 lbs.
<br />. Plug-in ready pump cord and power to panel cord for quick
<br />ELV280 1/2 115 40
<br />and easy installation.
<br />ELV280HV 1/2 230 40
<br />• Remote alarm with auxiliary contacts for connection to
<br />ELV290 314 115 42
<br />ELV290HV 3/4 230 42
<br />building automation or SCADA system, 24 volt AC/DC,
<br />100 mA max switching.
<br />Pump Only Models
<br />• Power on, Pump Run, High water and High oil lights.
<br />Model hp. Volts Wgt. lbs.
<br />• ASME A17.1 Compliant
<br />EV250 1 /3 115 24
<br />EV280 1/2 115 30
<br />EV280HV 1/2 230
<br />30
<br />EV290 314 115
<br />32
<br />EV290HV 314 230
<br />32
<br />Above models supplied with standard 25' power cord. For V or 50' pump
<br />power cords add -06 or-6 respectively. E� ELV290-06 for 6' pump power cortd.
<br />OilTectorO Control and Alarm Only
<br />Model Max. hp Volts Max. Amps Cord Length Wgt lbs.
<br />OTC-115 1 115 15
<br />25' 11
<br />OTC-230 2 230 15
<br />25' 11
<br />OTC-115-5 1 115 15
<br />50' 12
<br />OTC-230-5 2 230 15
<br />50' 12
<br />Pump Performance Curve
<br />PERFORMANCE CURVE
<br />so
<br />45
<br />40
<br />35
<br />30
<br />2S
<br />20
<br />is
<br />10
<br />s
<br />0
<br />,e
<br />,4
<br />12 ------ ......... ...
<br />OIL "FILM"
<br />ELEVATOR DETECTION LEVEL
<br />11 SUMP - --PUMP'ON-LEVIS
<br />„
<br />--------- ---PUMP "OFF' LEVEL
<br />a
<br />sI
<br />s
<br />3
<br />2
<br />0 'Rp O TO 20 30 40 to 60 70 !30 90 C �� us s p-
<br />U.S. Gabns Per Minute •
<br />9��
<br />LIM C US Specifications subject to
<br />Liter. vm cww 3.B 4.6 5.2 GB CONTFW Certified Pumps change without notice.
<br />Liberty Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • Phone 800-543-2550 Fax (585) 494-1839
<br />www.libertypumps.com Copyright ® Liberty Pumps, Inc. 2017
<br />All rights reserved. LLIT6601-R06/17
<br />LITERS PER SECOND
<br />0 50 100 150
<br />40
<br />30
<br />F-
<br />w
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<br />LL
<br />20
<br />all
<br />x
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<br />H
<br />0
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<br />10
<br />0
<br />200 250
<br />0 10 20 30 40 50 60
<br />GALLONS PER MINUTE
<br />ELV- PI R2/12/2010 OCopyright 2010 Liberty Pumps Inc. All rights reserved Specifications subject to change without notice.
<br />12
<br />10
<br />8
<br />w
<br />F
<br />2
<br />3
<br />6 Q
<br />w
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<br />F
<br />0
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<br />4
<br />2
<br />0
<br />70
<br />PUMPS
<br />[57.52cm] 1
<br />22.65in J
<br />[ 45.72cm ]
<br />0 18.00in
<br />[ 10.16cm]
<br />4.00in
<br />�[16Cm]1
<br />33.14cm ] 6.30in l
<br />13.05in
<br />[9.02cm] 1
<br />3.55in l
<br />PROPRIETARY AND CONFIDENTIAL
<br />THE INFORMATION CONTAINED IN THIS
<br />DRAWING IS THE SOLE PROPERTY OF
<br />1 IBTRTY PUMPS. ANY REPROr)UCTION
<br />IN PART OR AS A WHOLE WIIHOUT THE
<br />WRITTEN PERMISSION OF I IBrRTY PUMPS
<br />IS PROHIBITED. -
<br />APPLICATION DO NOT SCALE DRAWING
<br />ELV-Series Electrical Data
<br />LL/.Y4Cm J
<br />R 11.00in
<br />[ 12.70cm ]
<br />5.00in
<br />6Cm ]
<br />Oin
<br />[21.34cm]
<br />8.40in
<br />I,W(.;. NO ELV280 SERIES DIMENSIONAL
<br />Sq DATE: 2008 g
<br />$CALE:1:1 -FT 1 Oi I
<br />FULL
<br />LOCKED
<br />THERMAL
<br />STATOR
<br />CORD
<br />MODEL
<br />HP
<br />VOLTAGE
<br />PHASE
<br />LOAD
<br />ROTOR
<br />OVERLOAD
<br />WINDING
<br />LENGTH
<br />DISCHARGE
<br />AUTOMATIC
<br />AMPS
<br />AMPS
<br />TEMP
<br />CLASS
<br />FT
<br />Or ELV280
<br />1/2
<br />115
<br />1
<br />8.5
<br />23
<br />120'C/ 248°F
<br />B
<br />25
<br />1 1/2
<br />YES W/
<br />CONTROL
<br />ELV280HV
<br />1/2
<br />208-230
<br />1
<br />4.6
<br />12.5
<br />120"C/ 248"F
<br />B
<br />25
<br />1 1/2
<br />YES W/
<br />CONTROL
<br />ELV250
<br />1/3
<br />115
<br />1
<br />5.2
<br />8
<br />120'C / 248°F
<br />B
<br />25
<br />1 1/2
<br />YES W/
<br />CONTROL
<br />ELV-Series Technical Data
<br />IMPELLER
<br />VORTEX ENGINEERED POLYMER
<br />SOLIDS HANDLING SIZE
<br />ELV250
<br />1�2"
<br />ELV280 & ELV280HV
<br />3/a"
<br />PAINT
<br />POWDER COAT
<br />MAX LIQUID TEMP
<br />60°C/ 140°F
<br />MAX STATOR TEMP
<br />CLASS B
<br />130'C/ 266'F
<br />THERMAL OVERLOAD
<br />120'C/ 248'F
<br />POWER CORD TYPE
<br />SJEOOW
<br />MOTOR HOUSING/ VOLUTE
<br />CLASS 25 CAST IRON
<br />SHAFT
<br />STAINLESS
<br />HARDWARE
<br />STAINLESS
<br />ORINGS
<br />BUNA N
<br />SEAL
<br />ELV250
<br />ENGINEERED DOUBLE LIP WITH
<br />STAINLESS STEEL SPRINGS
<br />ELV280 & ELV280HV
<br />UNITIZED CERAMIC CARBON
<br />WEIGHT
<br />ELV250
<br />23 LEIS
<br />ELV280 & ELV280HV
<br />30 LEISMIN.
<br />SUMP SIZE
<br />PJ18" X 30"
<br />RELEASED FOR CONSTRUCTION
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<br />REVISIONS BY
<br />02/04/22
<br />PRINTED
<br />PERMIT
<br />02 04 22
<br />LD
<br />AR97003 ' �
<br />• 022.02.0.
<br />X
<br />sTFAED •ARG�
<br />THIS ITEM HAS BEEN DIGITALLY
<br />SIGNED AND SEALED BY
<br />JEREMIAH RUSSELL ON THE
<br />DATE ADJACENT TO THE SEAL.
<br />PRINTED COPIES OF THIS
<br />DOCUMENT ARE NOT
<br />CONSIDERED SIGNED AND
<br />SEALED AND THE SIGNATURE
<br />MUST BE VERIFIED ON ANY
<br />ELECTRONIC COPIES.
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<br />SHEET TITLE
<br />ELEVATOR PIT
<br />DETAILS
<br />DRAWN
<br />XXXX
<br />CHECKED
<br />DATE
<br />12/2021
<br />SCALE
<br />NOT TO SCALE
<br />JOB NO.
<br />0000
<br />SHEET
<br />A-9.1
<br />OF
<br />SHEETS
<br />
|