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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 <br />uT <br />LL <br />20 <br />all <br />x <br />J <br />H <br />0 <br />r- <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 <br />J <br />F <br />0 <br />r <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 <br />LLOO <br />0 <br />O <br />T- r�, <br />Ld I <br />H I' ) <br />O <br />r0 <br />IO <br />04' <br />fY <br />Z dN- <br />IY r1e) <br />14 <br />W O <br />2 <br />Ld 0 <br />O Z <br />115 <br />.- Q <br />U <br />I- <br />U <br />Iy <br />Q <br />Q <br />Q <br />(a) <br />if) <br />.E <br />L_ <br />0 <br />co <br />W <br />0 <br />•U <br />0 <br />M <br />Q <br />C3 <br />Q) <br />_+ ) <br />fn <br />Q) <br />I <br />U <br />0 <br />U <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. <br />(W <br />0 <br />Q <br />f <br />0 <br />� <br />Z <br />W Q <br />W <br />__J 0 <br />Q U-) <br />LIJ Z a Ile) <br />c) <br />Z00> <br />Li <br />J <br />= � <br />m O <br />W M N <br />LLJ Z Q J -J <br />LLJ <br />0 <br />0 <br />O - ::] N 11 <br />mU oN <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 />